NC0004260_Regional Office Historical File Pre 2018 (3)

4,41FA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor
Secretary
May 27, 2015
RECEIVED/NCDENR/DWR
Registered Agent
SKF USA, Inc. JUN 0 5 2015
327 Hillsborough Street
Raleigh, North Carolina 27603 WQROS
MOORESVILLE REGIONAL OFFICE
Mr. C. W. McGlocklin, Director of Environmental Affairs
SKF USA, Inc.
890 Forty Foot Road
Kulpsville, PA 19443
Subject: Compliance Evaluation Inspection
SKF USA, Inc. (Former CR Industries)
NPDES Permit NC0004260
Gaston County
Dear Mr. McGlocklin:
Please find the enclosed inspection report dated May 15, 2015. The document was undeliverable after
being sent to you, at P.O. Box 332, Kulpsville, PA 19443-0332 (the last mailing address in our files).
Please note that the subject permit is set to expire soon and action is needed on your part to renew the
permit as noted in the enclosed cover letter.
If you have any questions, please contact me at [phone].
Sincerely,
Marcia Allocco, MS
Environmental Senior Specialist
Water Quality Regional Operations
Division of Water Resources
Enclosures: Inspection Report
cc: Wastewater Branch Io`h l
MSC 1617— Central files basement 9 V9) l_ 4
Mr. Jack Herndon—(e-copy)
Jcgettf,
Mooresville Regional Office
Location:610 East Center Ave.,Suite 301 Mooresville,NC 28115
Phone:[phone] Fax:[phone] Customer Service:1-877-623-6748
Internet http://portal.ncdenr.org/web/wq
An Equal Opportunity\Affirmative Action Employer—50%Recycled/10%Post Consumer paper

Aidi: • .A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
May 15, 2015 RECEIVED/NCDENR/DWR
JUN 05 2015
Mr. C.W. McGlocklin, Director of Environmental Affairs WQROS
SKF USA, Inc. MOORESVILLE REGIONAL OFFICE
P.O. Box 332
Kulpsville, PA 19443-0332
Subject: Compliance Evaluation Inspection
SKF USA, Inc. (Former CR Industries)
NPDES Permit NC0004260
Gaston County
Dear Mr. McGlocklin:
Enclosed please find a copy of the Compliance Evaluation Inspection report for the inspection
conducted at the subject facility on May 13, 2015, by Ms. Marcia Allocco of this office. I wish to thank
Mr. Jack Herndon of Industrial Fabricators, Inc. for his assistance regarding the inspection.
As noted in the Permit section of the enclosed report the Division has not received a permit renewal
application and the permit is set to expire on August 31, 2015. A permit renewal application should
be submitted as soon as possible to ensure continuation of permit coverage. Mr. Derek Denard of
the NPDES Water Quality Permitting Section can assist with the permit renewal process
(forms/submissions) and additional information is available on the Division's website at
http://portal.ncdenr.orq/web/wq/swp/ps/npdes/permitapps. Mr. Denard can be reached at (919) 807-
6307 or [e-mail].
The inspection report should be self-explanatory; however, should you have any questions
concerning the report, please do not hesitate to contact me at [phone] or
[e-mail].
Sincerely,
Marcia Allocco, MS
Environmental Senior Specialist
Water Quality Regional Operations
Division of Water Resources
Enclosures: Inspection Report
cc: Wastewater Branch
MSC 1617 — Central files basement
Mr. Jack Herndon— (e-copy)
Mooresville Regional Office
Location:610 East Center Ave.,Suite 301 Mooresville,NC 28115
Phone:[phone] Fax:[phone] Customer Service:1-877-623-6748
Internet:http:/Iportal.ncdenr.org/weblwq
An Equal Opportunity 1 Affirmative Action Employer—30%Recycled/10%Post Consumer paper

United States Environmental Protection Agency Form Approved.
EPA Washington,D.C.20460 OMB No.2040-0057
Water Compliance Inspection Report Approval expires 8-31-98
Section A:National Data System Coding(i.e.,PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 [ I 2 Li 3 I NC0004260 111 121 15/05/13 117 18 I,.I 19 11.1 Li
211IIIII IIIIINII II III IIII I IIIIII IIIIlI1IIII 166
Inspection Work Days Facility Self-Monitoring Evaluation Rating B1 QA ------------------Reserved
67 1" I 70 I�,J 71 IN I 72 I N I 731 1 174 751 11 1 1 1 1 180
Section B:Facility Data
Name and Location of Facility Inspected(For Industrial Users discharging to POTW,also include Entry Time/Date Permit Effective Date
POTW name and NPDES permit Number)
12:53PM 15/05/13 11/05/01
SKF Gastonia Facility
4307 S York Rd Exit Time/Date Permit Expiration Date
Gastonia NC 28052 01:15PM 15/05/13 15/08/31
Name(s)of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s) Other Facility Data
///
Name,Address of Responsible Official/Title/Phone and Fax Number
Contacted
Bill McGlocklin,890 Forty Foot Rd Lansdale PA 19446/Director of Environmental
Affairs/267-436-6930/ No
Section C:Areas Evaluated During Inspection(Check only those areas evaluated)
111 Permit NI Operations&Maintenance • Facility Site Review
Section D:Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s)and Signature(s)of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Marcia Allocco 1 MRO WQ//704-663-1699 Ext.2204/ I)
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3(Rev 9-94)Previous editions are obsolete.
Page# 1

NPDES yr/mo/day Inspection Type 1 ,
31 NC0004260 Ill 121 15/05/13 117 18 u
Section D:Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
Page# 2

Permit: NC0004260 Owner-Facility: SKF Gastonia Facility
Inspection Date: 05/13/2015 Inspection Type: Compliance Evaluation
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new ❑ • ❑ ❑
application?
Is the facility as described in the permit? • ❑ ❑ ❑
#Are there any special conditions for the permit? ❑ • ❑ ❑
Is access to the plant site restricted to the general public? • ❑ ❑ ❑
Is the inspector granted access to all areas for inspection? IN ❑ ❑ ❑
Comment: NC0004260 was reissued by the Division on April 14,2011,with an effective date of May 1,
2011. The permit is set to expire on August 31,2015. To date no permit renewal application
has been received. The NPDES program requires permit renewal application submittal 180
days prior to permit expiration; a renewal application should be submitted as soon as
possible to continue permit coverage. The previous compliance evaluation inspection was
conducted on December 15, 2010.
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? • ❑ ❑ ❑
Does the facility analyze process control parameters,for ex: MLSS, MCRT,Settleable ❑ ❑ IN ❑
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment: The installed groundwater remediation system has been shut down since March 2008. The
Division granted a waiver of the monitoring requirements and DMR submittal and operator
visitations on February 10, 2010. The site grounds are maintained and the system (housed
in a guard shack) is periodically checked on an as-needed basis.
Page# 3

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a ti Bart&Richman 2923 South Tryon Street-Suite 100
SAPROLITE/WEATHERED ROCK MONITORING WELL LOCATION Charlotte,North Street-Suite
A PROF...ORAL CORPORATION 704-586-0007(p)704-586-0373
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' DATE: 5-5-05 REVISION NO. 0
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June 11, 2015
NC DENR
Division of Water Resources
NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Attention: Ms. Wren Thedford
Re: SKF USA Permit Renewal
NPDES General Permit NCGOO426O
Gastonia, North Carolina
Dear Ms. Thedford:
The enclosed permit renewal application is being submitted by SKF USA Inc. for NPDES
permit NCGOO426O. This permit is for a ground water remediation pump and treat
system at the former CR Industries site in Gastonia, NC. Similar to the prior renewal the
ground water remediation system has not been used since March 2008. While there are
no immediate plans to restart the system, we wish to renew the permit to allow use
should the need arise. This submittal includes one original and two copies of the
following information:
a This cover letter requesting renewal of the permit and documenting changes at the
facility since issuance of the last permit.
o The completed application form,signed by the pernuttee.
o This narrative description of the sludge management plan for the facility: Because
this system uses air stripping as the treatment mechanism to remove volatile
contaminants,the system does not produce wastewater treatment sludge.
If you have any questions concerning this matter, please contact me at 267-436-6930.
Sincerely,
C.W. McGlocklin
Director of Environmental Affairs
cc: ,Mr-. Bruce Hickman- Hart& Hickman
Mr. Joe Wheatley - Enpro Industries Inc.
SI(F USA Inc.
890 Forty Foot Road, P.O. Box 352, Lansdale, PA 19446
Tel [phone] Fax [phone] Web ww.v.skfusa.com

NPDES PERMIT APPLICATION — SHORT FORM C— Minor Industrial
Minor industrial,manufacturing and commercial facilities.
Mail the complete application to:
N. C. DENR/ Division of Water Quality/ NPDES Unit
1617 Mail Service Center,Raleigh,NC 27699-1617
NPDES Permit Number,NC0004260
If you are completing this form in computer use the TAB key or the up -down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box Otherwise,please print or type.
1. Contact Information:
Owner Name SKF USA Inc.-Contact Mr. C.William McGlocklin
Facility Name Former CR Industries
Mailing Address 890 Forty Foot Road, PO Box 352
City Lansdale
State / Zip Code PA/ 19446-0352
Telephone Number 267-436-6930
Fax Number NA
e-mail Address [e-mail]
2. Location of facility producing discharge:
Check here if same as above ❑
Street Address or State Road 4328 South York Street
City Gastonia
State / Zip Code NC / 28053
County Gaston
3. Operator Information:
Name of the firm, consultant or other entity that operates the fatality. (Note that this is not referring to the
Operator in Responsible Charge or ORC)
Name Hart&Hickman, PC
Mailing Address 2923 South Tryon Street, Suite 100
City - Charlotte
State / Zip Code NC / 28203-0002
Telephone Number [phone]
Fax Number [phone]
4. Ownership Status:
Federal ❑ State ❑ Private® Public ❑
Page 1 of 4 C-MI 05/08

NPDES PERMIT APPLICATION -SHORT FORM C- Minor Industrial
Minor industrial, manufacturing and commercial facilities.
5. Standard Industrial Classification(SIC)code(s): NA
6. Number of employees: NA
9. Describe the treatment system List all installed waste treatment components with capacities,
describe the processes that generate wastewaters. If the space provided is not sufficient attach a
separate sheet of paper with the system description.
This is a groundwater recovery and treatment system that consists of two recovery wells that
pump groundwater contaminated predominantly with chlorinated solvents into an air stripper
system for treatment. The system includes a surge tank, air stripper unit, and flow
measurement. The system discharges < 0.0072 MGD of treated effluent per day into Crowders
Creek(a Class C water body).
8. Is facility covered under federal effluent limitation guidelines? No ® Yes ❑
If yes,specify the category?
9. Principal product(s) produced: NA
Principal raw material(s) consumed: NA
Briefly describe the manufacturing process[es]: NA
The site is currently owned by Industrial Fabricators, Inc. for metal fabrication purposes.
Wastewater treatment is for treatment of contaminated groundwater and is unrelated to their
fabrication operations.
10.Amount of principal product produced or raw material consumed
(List specific amounts consumed and/or units of production over the last three years)
Product Produced or Raw Material Product Produced or Raw Material
Consumed Consumed
(AVERAGE) (PEAK)
per Day NA NA
per Month NA NA
per Year NA NA
Page 2 of 4 C-MI 05/08

NPDES PERMIT APPLICATION - SHORT FORM C-Minor Industrial
Minor industrial,manufacturing and commercial facilities.
11. Frequency of discharge: Continuous❑ Intermittent El
If intermittent: Days per week discharge occurs: 7 Duration: approximately 2 hrs/day
12. Types of wastewater discharged to surface waters only
Discharge Flow
(GALLONS PER DAY)
Sanitary-monthly average
Utility water,etc. -monthly average
Process water- monthly average
Stormwater-monthly average
Other-monthly average
Explain: Groundwater Treatment <0.0072 MGD
Facility
Monthly Average <0.0072 MOD
total discharge(all types)
13. Number of separate discharge points: 1 Outfall Identification number(s) Outfall 001
14. Name of receiving stream(s) (Provide a map showing the exact location of each outfall,including
latitude and longitude):
Crowders Creek. see attached Figure 1
15. Effluent Data
Provide data for the parameters listed Temperature and pH shall be grab samples,for all other parameters 24-hour
composite sampling shall be used.If multiple analyses are reported,report daily maximum and monthly average.If
only one analysis is reported,report as daily maximum.
Parameter Daily Monthly Units of
Maximum Average Measurement
Biochemical Oxygen Demand(BODS)
Chemical Oxygen Demand (COD)
Total Organic Carbon
Total Suspended Solids
Ammonia as N
Temperature (Summer)
Temperature (Winter)
pH
Fecal Coliform(If sanitary waste is present)
Total Residual Chlorine(if chlorine is used)
Page 3 of 4 C-MI 05/08

NPDES PERMIT APPLICATION - SHORT FORM C- Minor Industrial
Minor industrial, manufacturing and commercial facilities.
16. List all permits,construction approvals and/or applications (check all that apply and provide permit
numbers or check none i,f not applicable):
Type Permit Number Type Permit Number
Hazardous Waste (RCRA) NESHAPS (CAA)
UIC (SDWA) Ocean Dumping(MPRSA)
NPDES NC0004260 Dredge or fill(Section 404 or CWA)
PSD (CAA) Other
Non-attainment program(CAA)
17.List any chemicals that may be discharged (Please Iist and explain source and potential
amounts.)
Trichioroetheae BDL to <150 µg/L, Tetrachloroethene BDL to <10 pg/L
Cis-1,2-Dichloroethene BDL to<10 pg/L, 1,2-trans-Dichloroethene BDL to<10 pg/L
1,2-Dichloropropane BDL to <5 pg/L Methylene Chloride BDL to<5 pg/L
Chloroform BDL to<5 pg/L
Compound list and potential concentrations(prior to treatment)based on historical data.
•
18. Is this facility located on Indian country? (check one)
Yes ❑ No El
19.Applicant Certification
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete,and accurate.
C.W. McGlocklin Director of Environmental Affairs
Printed name of Person Signing Title
t/////�
Signature of Applicant Da e
North Carolina General Statute 143-215.6(b)(2)provides that:Any person who knowingly makes any false statement representation,or
certification in any application,record,report,plan,or other document files or required to be maintained under Miele 21 or regulations of
the Environmental Management Commission implementing that Article,or who falsifies,tampers with,or knowingly renders inaccurate any
recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article,shall be guilty of a misdemeanor punishable by a fine not to exceed$25,000,or by
imprisonment not to exceed six months,or by both. (18 U.S.C.Section 1001 provides a punishment by a fine of not more than S25,000 or
imprisonment not more than 5 years,or both,for a similar offense.)
Page 4 of 4 GM105108

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SCALE IN FEET SITE LOCATION MAP
PROJECT
CR INDUSTRIES
USGS QUADRANGLE MAP: GASTONIA SOUTH,N.C.-S.C. 1973 GASTONIA, NORTH CAROLINA
RECEIVING STREAM: CROWDERS CREEK !%"`' 2923Sout!TryonSvcctSut 100
'tart&Hickman Chuou,,o c�ro;
A PROFESSIONAL CORPORATION iO+SS(r0)07(p)i01-5840373(E)STREAM CLASS: C
DRAINAGE BASIN/SUB-BASIN: CATAWBA/03-08-37 DATE: 01-27-10 REVISION NO: 0
LATITUTE/LONGITUDE: 35°11'42"N/81°13'23" JOB NO: SKF-001 FIGURE NO: 1

Permit: NC0004260 Owner-Facility: SKF Gastonia Facility
Inspection Date: 03/02/2017 Inspection Type: Compliance Evaluation
Operations& Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ❑ ❑ ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable ❑ ❑ • ❑
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment: The system has not been in operation since 2008. No analytical data has been collected
since system operation stopped.
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new • ❑ ❑ ❑
application?
Is the facility as described in the permit? U ❑ ❑ ❑
#Are there any special conditions for the permit? ❑ ❑ ❑
Is access to the plant site restricted to the general public? • ❑ ❑ ❑
Is the inspector granted access to all areas for inspection? • ❑ ❑ ❑
Comment: The system has been shut down since 2008. Treatment system piping has been removed
and therefore the system has been made to be inoperable. There are currently no plans to
restart the system in the near future.
During the inspection, the out fall pipe was not found. There appears to be a storm drain
pipe that is located behind the guard shack where the treament system is housed. The pipe
was damaged during re-paving operations of a couple of years ago.
It would be recommended that should the system be reactived, system discharge be
connected to a nearby storm drain. Currently, the outfall appears to be connected to an
intermittant stream channel. No discharge was noted to be occurinq at the time of the site
visit.
Should the system be brought back online,the MRO would need to be present at system
startup.
Page# 3

United States Environmental Protection Agency
Form Approved.
EPA Washington,D.C.20460 OMB No.2040-0057
Water Compliance Inspection Report Approval expires 8-31-98
Section A:National Data System Coding(i.e.,PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 1ti 1 2 3 I NC0004260 111 121
17/03/02 117
18 Lc] 19 [ G 201
21I I I I I I I I I I II ( I l I I I I I I I I I I I I I I I I l I I I II I I I I I l66
Inspection Work Days Facility Self-Monitoring Evaluation Rating B1 QA 67 I1.o 70 LJ[ 1 71 I„ I 72 I N 731
I 17471
I I I I I I 1 l80
Section B:Facility Data.
Name and Location of Facility Inspected(For Industrial Users discharging to POTW,also include Entry Time/Date Permit Effective Date
POTW name and NPDES permit Number)
10:00AM 17/03/02 11/05/01
SKF Gastonia Facility
Exit Time/Date Permit Expiration Date
4307 S York Rd
Gastonia NC 28052 11:00AM 17/03/02 15/08/31
Name(s)of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s) Other Facility Data
///
Grant Allen Barrier/ORC/828-773-3583/
Name,Address of Responsible Official/Title/Phone and Fax Number
Contacted
Bill McGlocklin,890 Forty Foot Rd Lansdale PA 19446/Director of Environmental
Affairs/267-436-6930/ No
Section C:Areas Evaluated During Inspection(Check only those areas evaluated)
Permit Operations&Maintenance 1. Facility Site Review
Section D:Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s)and Signature(s)of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Edward Watson MRO GW///
Ori A Tuvia MRO WQ/I704-663-1699/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3(Rev 9-94)Previous editions are obsolete.
Page# 1

NPDES yr/mo/day Inspection Type (Cont.) 1
31 NC0004260 I11 121 17/03/02 J 17 18 I I
Section D:Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
Staff from the MRO visited the former SKF facility. We were not able to gain access to the two onsite
recovery wells as the well out protective covers were locked and no key was available to open the
locks.
This system was shut down in 2008 and the system has be placed into an inoperative state. Except
the removal of system plumbling, the primary componenSof the system are present. As the system
has been inactive for almost ten years, a good deal of work would be required to place the system back
into an operational states should the permittee ever wish to reactivate the system.
The permittee applied for a permit renewal in June 2015. The renewal application is currently listed as
in Review status with Central Ofice Permitting. Due to permitting back log,renewal process is delayed.
Page# 2

Allocco, Marcia
From: Allocco, Marcia
Sent: Monday, March 25, 2013 2:38 PM
To: Tracy, Bryn
Cc: Parker, Michael; Bell, Wes; Hood, Donna; Sifford, Barbara; Williams, Melanie; Sledge, Bob;
Hennessy, John; Belnick, Tom
Subject: RE: Crowders Creek, Gaston County
Hi Bryn,
Please see notes below regarding each facility. I would say the improvement in the NC0062278 operations
(closest discharger to your sampling site) probably had the most impact on the stream fish community (and
hopefully the benthic community) but the others from MRO noted on this e-mail are welcome to comment.
Marcia
From: Tracy, Bryn
Sent: Monday, March 25, 2013 11:26 AM
To: Allocco, Marcia
Subject: Crowders Creek, Gaston County
Marcia (and staff responsible for Gaston County) -
My fish site on Crowders Creek at SR 1108 improved from Fair to Good last year with more fish and
species ever collected. According to BIMS, there are four NPDES dischargers upstream in the watershed:
1. NC0004260 -This is groundwater remediation system discharge with a permit limit of 0.0072
MGD; system treats for chlorinated solvents. The last time a discharge was reported was March
2008. The staff report from March 2010 (for permit renewal in 2011) noted that the facility was
having a problem with the change from Chronic WET testing to Acute WET testing. They were
having problems passing the fathead minnow (90%) test but easily passed the ceriodaphnia test
(chronic). The Aquatic toxicity group assessed a civil penalty for failing acute tests in February
and March 2008.
2. NC0062278 -This is a package WWTP for a mobile home community (off Bethany Road)with a
permitted flow of 0.036 MGD. The facility has had consistent compliance issues dating from 2002;
non-compliance increased in 2010 (10 civil penalties in 2009 and 2010 and five notices of
violation). A settlement agreement for outstanding penalties was entered into effective June 30,
2011. The settlement agreement required modification and upgrade of the aeration system,
installing a new sampler w/flow proportional capabilities,repair of the influent pipe structure and
bar screen, replace the chlorine tablet feeder, relocate the dechlorination facilities, and some
safety issues with grating over the WWTP. A technical assistance visit was conducted by MRO in
2/12 to help optimize operations at the WWTP. The plant was to meet significant compliance
between 2/12 and 5/12 and this was completed; there were ammonia and BOD limit violations in
July 2012.
3. NC0086142 -This is a small WTP with a permitted flow of 0.10 MGD (2 wells) with two discharge
locations. WTP is removing elevated iron and manganese in the groundwater. There have been
violations of TSS at the WTP in 2011. However, both outfalls discharge to vegetative areas and
probably do not reach surface waters.
1

4. NC0005177 - This is the discharge from an industrial facility with a permitted flow of 0.615 MGD.
Facility has been in compliance except for a single WET testing failure with resultant notice of
violation in 2009.
Specific conductance was the lowest recorded at 117 µS/cm when we sampled on 04/25/2012. Did any
of these facilities "get better" during the past 5 years (2007-2012)? Were they still "on line"?
Or was it the quality of staff working with me (you, Donna, Polly,and Mike)?
Any info would be appreciated.
Bryn H. Tracy
Sr. Environmental Specialist
Environmental Sciences Section
NC Division of Water Quality
NC Department of Environment& Natural Resources
1621 Mail Service Center
Raleigh, NC 27699-1621
E-mail: brvn.tracv a(�.ncdenr.gov
Web page: http://portal.ncdenr.org/web/wqless/bau
Telephone: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
2

/110
Am%
• NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
RECEIVED
DIVISION OF WATER QUALITY
April 14, 2011 APR 2 0 2 011
SECTION
MOORESVILLE REGIONAL OFFICE
Mr. William McGlocklin
SKF USA Inc.
P. O. Box 332
Kulpsville, PA 19433-0332
Subject: Issuance of Renewal Permit
NPDES Permit NC0004260
SKF USA Inc. GWR
Treatment Class I
Gaston County
Dear Mr. McGlocklin:
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 15,2007 (or as subsequently amended).
Summary of Changes in Renewal Permit from Existing Permit
1) Added quarterly pH monitoring.
2) Amended Special Condition A.(2) to current narrative.
3) Added Special Condition A.(3).
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory heating 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 demand is made, this decision shall be final
and binding.
Page 1 of 2
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Location:512 N.Salisbury St.Raleigh,North Carolina 27604 One
Phone:[phone]\FAX:[phone] I Customer Service:1-877-623-6748 NAthCarolina
Internet wWw.ncwaterquality.org . .
An Equal Opportunity\Affirmative Action Employer atura!!r/

rr
Ui
Please note that this permit is not transferable except after notice to the Division. The Division may 1 y
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 permits that may be required.
If you have any questions concerning this permit, please contact Ron Berry at telephone number (919)
807-6396 or at email [e-mail].
Sincerely,
oleen H. Sullins
Attachments
Cc: Moores4illeHR gional Office/Surface Water Protection Section
Central Files
NPDES Unit
•
Page 2 of 2
■

• Permit NC0004260
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 provision 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,
SKF USA Inc.
is hereby authorized to discharge wastewater from a facility located at
4328 South York Rd.
Gastonia
Uaston County
to receiving waters designated as Crowders Creek in the Catawba 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 May 1, 2011.
This permit and the authorization to discharge shall expire at midnight on August 31, 2015.
Signed this day April 14,2011.
-Ael-ak(1
j Co een H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

• Permit NC0004260
SUPPLEMENT"1'U PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit 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.
SKF USA Inc.
is hereby authorized to:
1. To continue to operate an existing groundwater treatment facility discharging through outfall 001
and consisting of:
o Surge tank with transfer pump
o Bag filter
o Multi-tray air stripper unit with blower
o Flow meter with recorder
This facility is located at 4328 South York Rd., Gastonia in Gaston County.
2. To discharge from said treatment works into Crowders Creek, a Class C water in the Catawba
River Basin, at the location specified on the attached map.

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USGS Quad: G14NW Gastonia South, NC
Outfall Facility
Latitude: 35° 11' 44.4" N 35° 12' 6.5"N -.....„4".
Longitude: 81° 13' 23.3" W 81° 12' 45.2" W - -
Stream Class: C North Facility Location
Subbasin: 03-08-37 HUC: 03050101 SKF USA GWR NC0004260
Receiving Stream Crowders Creek Gaston County

Permit NCQ004260
A. (1) EFFLUENT LIMITATIONS AND MONII'ORINCi REQUIKEMEN'TS
Beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to
discharge treated groundwater from Outfall 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
EFFLUENT EFFLUENT LIMITATIONS MONITORING REQUIREMENTS
CHARACTERISTICS Monthly Weekly Daily Measurement Sample Sample
Average Average Maximum Frequency Type Location
Flow MGD Instantaneous Recorder I Effluent
pH Quarterly Grab Effluent
Methylene Chloride, µg/1 Quarterly Grab Effluent
1,2-trans-Dichloroethene, µg/l Quarterly Grab Effluent
1,2-Dichloropropane, µg/1 Quarterly Grab Effluent _
Tetrachloroethene (PCE), 1.1g/1 Quarterly Grab Effluent
Trichloroethene(TCE), µg/l Quarterly Grab Effluent _
Acute Toxicity 2 Quarterly Grab Effluent
Footnotes:
1. The permittee may utilize a flow totalizer to measure flow.
2. Acute Toxicity(Fathead minnow), P/F at 90 %, February, May, August, and November; See Special
Condition A. (2). Toxicity sample to be collected at same time as monitored pollutants samples.
•
While in service the flow and groundwater treatment system should be checked at least on a weekly basis.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC0004260
A. (2) ACUTE TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The permittee shall conduct acute toxicity tests on a quarterly basis using protocols defined in the North
Carolina Procedure Document entitled "Pass/Fail Methodology For Determining Acute Toxicity In-A
Single Effluent Concentration" (Revised-July, 1992 or subsequent versions). The monitoring shall be
performed as a Fathead Minnow (Pimephales promelas) 24 hour static test. The effluent concentration at
which there may be at no time significant acute mortality is 90% (defined as treatment two in the
procedure document). Effluent samples for self-monitoring purposes must be obtained during
representative effluent discharge below all waste treatment. The tests will be performed during the months
of February, May, August and November.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code
TGE6C. Additionally, DWQ Form AT-2 (original) is to be sent to the following address:
Attention: North Carolina 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 Branch no later
than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. 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 any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly
test requirement will revert to quarterly in the months specified above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, then
monthly monitoring will begin immediately until such time that a single test is passed. Upon passing,this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from either these monitoring requirements 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.

Permit NC0004260
(Continued A. (2)ACUTE TOXICITY PASS/FAIL PERMIT LIMIT(QRTRLY))
If the Permittee monitors any pollutant more frequently then required by this permit, the results of such
monitoring shall be included in the calculation & reporting of the data submitted on the DMR & AT
Forms.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival 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.
A. (3) REPORTING OF OPERATION
The Permittee and/or Permittee representative must contact the Mooresville Regional Office/Surface
Water Protection Section, phone [phone], during normal business hours within 48 hours of
resuming operation and discharge. Contact information should include (1) contact person name and phone
number, (2) NPDES permit number, (3) date and time of resumption of operation, and (4) expected
operation for next 90 days. Additional information may be requested by Regional staff. Upon start up, any
previous monitoring/reporting waivers are no longer applicable.

• NPDES Permit Standard Conditions
Page 1of18
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.
3/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 Average
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.
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 flow recorder and
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
• Version 10/29/2010

NPDES Permit Standard Conditions '
Page 2 of 18
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.
Grab Sample
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.
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• NPDES Permit Standard Conditions
Page 3 of 18
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
1. 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 122.41].
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.
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 knowingly 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
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NPDES Permit Standard Conditions '
Page 4 of 18
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)(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)]
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 the violation continues, with the maximum amount of any Class II penalty not to exceed $177,500.
[33 USC 1319(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 Liability
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 Permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309
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 Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. 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. Severability
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-23].
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• NPDES Permit Standard Conditions
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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 Reapply
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 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 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 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]
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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 (f)].
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; Title 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.
Section C. Operation and Maintenance of Pollution Controls
1. 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.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.
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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 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
(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations[40 CFR 122.41 (m) (2)]
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)]
(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;
(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 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.
5. 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.
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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 this permit.
(4)The Permittee complied with any remedial measures required under Part II.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 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 Permittee 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 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.
Section D. Monitoring and Records
1. 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. Reporting
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 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 / Surface Water Protection 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
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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://portal.ncdenr.org/web/wq/lab/cert) for
information regarding laboratory certifications.
Facilities whose personnel are conducting testing of field-certified parameters only must hold the appropriate
field parameter laboratory 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 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 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 122.41].
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 122.41]:
a. The date,exact place,and time of sampling or measurements;
b. The individual(s)who performed the sampling or measurements;
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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;
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)].
Section E Reporting Requirements
1. 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.
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)(1).
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. 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 122.41 (1) (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 (1)(3)].
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit[40 CFR 122.41 (1) (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.
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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 Hour Reporting
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 122.41 (1)(6)].
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(800)662-7956,[phone] or(919)733-3300.
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 (1) (7)].
8. 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. Noncompliance 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].
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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. 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.
The report shall be sent to:
NC DENR/ Division of Water Quality / Surface Water Protection Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
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PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater treatment facilities,nor add to the plant's 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 Plans and Specifications for
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
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";
(1) One hundred micrograms per liter(100 pg/L);
(2) Two hundred micrograms per liter(200 pg/L)for acrolein and acrylonitrile;five hundred micrograms per
liter (500 pg/L) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol; and one milligram per liter (1
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";
(1) Five hundred micrograms per liter(500 pg/L);
(2) One milligram per liter(1 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
adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
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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 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(i)and(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 POTW's NPDES Permit or prevents sewage sludge
use or disposal in compliance with specified applicable State and Federal statutes, regulations, or permits. [15A
NCAC 2H.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(POTW)
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 POTW 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 POTW's operation or for violating any
pretreatment standard or requirement or POTW's receiving stream standard, or to limit the POTW's sludge
disposal options.
Section B. Publicly Owned Treatment Works(POTWs)
All POTWs 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. [40 CFR 403.2]
All POTWs must provide adequate notice to the Director of the following[40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, 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.
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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.
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 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 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 POTW,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 POTW.
The Permittee shall report such discharges into the POTW 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 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. The Permittee shall require any Industrial User discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b) of the Act as amended (which includes categorical standards and
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NPDES Permit Standard Conditions
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specific local limits, best management practices 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(j) (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.
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(j) (2)]
The Permittee 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 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.
1. Sewer Use Ordinance(SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [15A
NCAC 2H.0905 and.0906;40 CFR 403.8(f)(1)and 403.9(b)(1),(2)]
2. Industrial Waste Survey(IWS)
The permittee shall implement an IWS consisting of the survey of users of the POTW, as required by 40 CFR
403.8 (f) (2) (i-iii) and 15A NCAC 2H.0905 [also 40 CFR 122.44 (j) (1)], including identification of all industrial
users that may have an impact on the POTW 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 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 C.2.c.of this Part.
3. 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 II,
Section D,and Section E.5.). [15A NCAC 2H.0906(b) (2)and .0905]
4. Headworks Analysis(HWA)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
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. Pursuant to 40 CFR 403.5, local limits are
enforceable Pretreatment Standards as defined by 40 CFR 403.3(1).
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
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all IUPs. Permitted IUP loadings 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 (f) (1) (iii); NCGS 143-
215.67(a)]
6. Authorization to Construct(AtC)
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 .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
122.44(j)(2)and 40 CFR 403.12]
9. Enforcement Response Plan(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
remedies, enforcement actions and other, shall be consistent with the Enforcement Response Plan (ERP)
approved by the Division. [15A NCAC 2H.0906(b)(7)and.0905; 40 CFR 403.8(0(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.
For all other active pretreatment programs, the Permittee 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/ Division of Water Quality / Surface Water Protection Section
Pretreatment,Emergency Response,and Collection Systems(PERCS)Unit •
• 1617 Mail Service Center
Raleigh,North Carolina 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 Significant Industrial Users (SIUs) in
Significant Non-Compliance(SNC);
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NPDES Permit Standard Conditions
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b.) Pretreatment Program Summary(PPS)
A pretreatment program summary(PPS)on specific forms approved by the Division;
c.) Significant Non-Compliance Report(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) 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 SIUs 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 Significant Industrial Users (SIUs) 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(b)(35), .0908(b)(5)
and .0905 and 40 CFR 403.8(f)(2)(viii)]
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(f); 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 40 CFR 403.18, 15 NCAC 2H .0114 and 15A NCAC
2H.0907.
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r
SOC PRIORITY PROJECT: Yes No X
To: Western NPDES Program Unit
Water Quality Section
• Attention: Dina Sprinkle
Date: March 3, 2010
NPDES STAFF REPORT AND RECOMMENDATION
County: Gaston
Permit No.NC0004260
PART I - GENERAL INFORMATION
1. Location of Facility Producing Discharge: SKF USA Inc. (Formerly CR Industries)
4328 South York Street
Gastonia,NC 28053
Contact Information: SKF USA Inc.
Attn: Mr. William McGlocklin
P.O. Box 332
Kulpsville, PA 19443-0332
2. Date of investigation: February 26, 2010
3. Report prepared by: Samar Bou-Ghazale, Env. Engineer II
4: Persons contacted and telephone number: Mr. Chad Grubbs [phone]
5. Directions to site: This facility is located at the intersection of Highway 321 and
Crowders Creek Road, south of Gastonia.
6. Discharge point(s). List for all discharge points:
Latitude: 35° 11' 42" Longitude: 81° 13'24"
Attach a U.S.G.S. map extract and indicate treatment facility site and discharge point on
map.
U.S.G.S. Quad No.: G14NW U.S.G.S. Name: Gastonia South,NC
7. Site size and expansion are consistent with application? Yes X No_ If No, explain:
8. Topography (relationship to flood plain included): Site is gently sloping and is not
located in a flood plain.
Page 1

•
9. Location of nearest dwelling: The nearest dwelling is approximately 500 feet from the site.
10. Receiving stream or affected surface waters: Crowders Creek
a. Classification: C
b. River Basin and Subbasin No.: 030837
• c. Describe receiving stream features and pertinent downstream uses: The receiving
stream is approximately 30 feet wide with a sandy bottom. There are typical class
C uses downstream.
PART II-DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted: 0.0072 MGD
b. What is the current permitted capacity of the wastewater treatment facility? 0.0144
MGD
c. Actual treatment capacity of the current facility (current design capacity)? 0.0144
MGD
d. Date(s) and construction activities allowed by previous Authorizations to Construct
issued in the previous two years: N/A
e. Please provide a description of existing or substantially constructed wastewater
treatment facilities: The groundwater remediation facilities consist of a surge
tank, an air stripper unit and flow measurement.
f. Please provide a description of proposed wastewater treatment facilities: N/A
g. Possible toxic impacts to surface waters: Trichloroethene, tetrachloroethene and
cis-1, 2dichloroethene.
h. Pretreatment Program(POTWs only): N/A
2. Residuals handling and utilization/disposal scheme: No residuals will be generated at the
facility.
a. If residuals are being land applied,please specify DWQ permit no.: N/A
3. Treatment plant classification(attach completed rating sheet): Class I
4. SIC Code(s): 3441
Wastewater Code(s) of actual wastewater,not particular facilities,i.e.,non-contact cooling
water discharge from a metal plating company would be 14,not 56.
Page 2

4
•
Primary: 66 Secondary:
Main Treatment Unit Code: 55010
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any public monies
involved (municipals only)?N/A
2. Special monitoring or limitations (including toxicity) requests: None
3. Important SOC, JOC or Compliance Schedule dates: (please indicate)
4. Alternative Analysis Evaluation: Has the facility evaluated all of the non-discharge
options available. N/A
PART IV -EVALUATION AND RECOMMENDATIONS
SKF USA Inc. is applying for renewal of its NPDES permit. The facility is in inactive
status and ceased discharge since March 2008. According to Mr. Chad Grubbs, with Hart &
Hickman, PC, the Inactive Hazardous Site Branch (IHSB) required them to do more assessments
in order to provide appropriate remedial action. According to Mr. Grubbs,Hart&Hickman is in
the process of submitting the findings to the IHSB in the very near future and they are planning to
discharge again from the facility. Also, Mr. Grubbs indicates that the only challenge with the
permit requirements was the change from the Chronic to Acute toxicity. He indicated that they
are having problem with passing the Acute Toxicity test (Fathead minnows) while they did not
have any problem passing the Chronic Toxicity (Ceriodaphnia)test.
Pending review and approval by the Western NPDES Program Unit, it is recommended
that the permit be renewed as requested.
eL--V51(;(47
Signature of Rep re er
Water Quality Regional Supervisor
- 1/P
Date
Page 3

•
inV Arvin
y
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coieen H. Sullins Dee Freeman
Governor Director Secretary
February 11,2010
FEB 1 6 2010
CHAD R GRUBBS PG
PROJECT MANAGER t .
HART AND HICKMAN
2923 SOUTH TRYON STREET
SUITE 100
CHARLOTTE NC 28203-5449
Subject: Receipt of permit renewal application
NPDES Permit NC0004260
SKF Gastonia Facility
Gaston County
Dear Mr. Grubbs:
The NPDES Unit received your permit renewal application on February 10,2010. A member of the
NPDES Unit will review your application. They will contact you if additional information is required to complete
your permit renewal. You should expect to receive a draft permit approximately 30-45 days before your existing
permit expires.
If you have any additional questions concerning renewal of the subject permit,please contact Ron Berry at
[phone].
Sincerely,
St:41d,4/24.Jailz,
Dina Sprinkle
Point Source Branch
cc: CENTRAL FILES
e/Surface Water Protection
NPDES Unit
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Location:512 N.Salisbury St.Raleigh,North Carolina 27604 One
Phone:[phone]\FAX;919-807-64921 Customer Service;1-877-623-6748 North Carolina
Internet:wvnnv.ncwaterquality.org ��,��`�n,/j�
An Equal Opportunity\Affirmative Action Employer Ll h

ti laMrt&tgickman
ENVIRONOUR CLIENTS DEMAND A SMARTER SOLUTION
February 8, 2010 Hart&Hickman,PC
2923 South Tryon Street
CERTIFIED MAIL Suite 100 Charlotte,NC
RETURN RECEIPT REQUESTED 28203-5449
704-586-0007 phone
Division of Water Quality-Point Source Branch 704-586-0373 fax
NC Department of Environment and Natural Resources v tivw.harthickman.com
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
Attention: Mrs. Dina Sprinkle
Re: NPDES Permit Renewal Application
Former CR Industries, Gastonia, Gaston County, North Carolina
NPDES Permit#NC0004260
H&H Project No. SKF-001
Dear Mrs. Sprinkle:
On behalf of SKF USA Inc., Hart & Hickman, PC is submitting the enclosed NPDES permit
renewal application for the Former CR Industries site in Gastonia. No discharge has occurred at
the site from the treatment system since March 2008. No solids or sludge are handled or
removed for disposal from the treatment system and no significant changes have occurred since
issuing the previous permit.
Should you have any questions or require any additional information concerning this submittal,
please contact me at(704) 586-0007.
Sincerely,
Hart& Hickman, PC
Chad R. Grubbs {),
Project Manager FEB 10 2010
Attachments:
POINT SOURCE BRANCH
cc: Mr. Bill McGlocklin, SKF USA Inc.
Mr. Joe Wheatley, Coltec
/O,
CHARLOTTE 704 586 0007 • RALEIGH 91 9 847 4241 • WWW.HARTHICKMAN.COM

a .
• NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit Number NC0004260
If you are completing this form in computer use the TAB key or the up - down arrows to moue from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise,please print or type.
1. Contact Information:
Owner Name SKF USA Inc. - Contact Mr. C. William McGlocklin
Facility Name Former CR Industries
Mailing Address PO Box 332
City Kulpsville
State / Zip Code PA / 19443-0332
Telephone Number [phone]
Fax Number [phone]
e-mail Address [e-mail]
2. Location of facility producing discharge:
Check here if same as above ❑
Street Address or State Road 4328 South York Street
City Gastonia
State / Zip Code NC / 28053
County Gaston
� `/' C ��I95 '44°
4-
3. Operator Information: — ,�
Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Charge or ORC)
Name Hart & Hickman, PC &<V/A1 L,4-t/6(-t- lA-j
Mailing Address 2923 South Tryon Street, suite 100 -7o 4 - 5-6 0 - 6,23- 1 )
City Charlotte
State / Zip Code NC / 28203-0002
Telephone Number [phone]
Fax Number [phone]
4. Ownership Status:
Federal ❑ State ❑ Private ® Public ❑
Page 1 of 4 C-MI 05/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
5. Standard Industrial Classification (SIC) code(s): NA
6. Number of employees: NA
7. Describe the treatment system List all installed waste treatment components with capacities,
describe the processes that generate wastewaters. If the space provided is not sufficient attach a
separate sheet of paper with the system description.
This is a groundwater recovery and treatment system that consists of two recovery wells
that pump groundwater contaminated predominantly with chlorinated solvents into an
air stripper system for treatment. The system includes a surge tank, air stripper unit,
and flow measurement. The system discharges < 0.0072 MGD of treated effluent per day
into Crowders Creek (a Class C water body).
8. Is facility covered under federal effluent limitation guidelines? No ® Yes ❑
If yes, specify the category?
9. Principal product(s) produced: NA
Principal raw material(s) consumed: NA
Briefly describe the manufacturing process[es): NA
The site is currently owned by Industrial Fabricators, Inc.
10. Amount of principal product produced or raw material consumed
(List specific amounts consumed and/or units of production over the last three years)
Product Produced or Raw Material Product Produced or Raw Material
Consumed Consumed
(AVERAGE) (PEAK)
per Day NA NA
per Month NA NA
per Year NA NA
Page 2 of 4 C-MI 05/08

y .
•
NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
11. Frequency of discharge: Continuous ❑ Intermittent ®
If intermittent: Days per week discharge occurs: 7 Duration: approximately 2 hrs/day
12. Types of wastewater discharged to surface waters only
Discharge Flow
(GALLONS PER DAY)
Sanitary- monthly average
Utility water, etc. - monthly average
Process water - monthly average
Stormwater-monthly average
Other-monthly average
Explain: Groundwater Treatment <0.0072 MGD
Facility
Monthly Average <0.0072 MGD
total discharge (all types)
13. Number of separate discharge points: 1 Outfall Identification number(s) Outfall 001
14. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including
latitude and longitude):
Crowders Creek
15. Effluent Data
Provide data for the parameters listed. Temperature and pH shall be grab samples,for all other parameters 24-hour
composite sampling shall be used.If multiple analyses are reported, report daily maximum and monthly average. If
only one analysis is reported, report as daily maximum.
Parameter Daily Monthly Units of
Maximum Average Measurement
Biochemical Oxygen Demand (BOD5)
Chemical Oxygen Demand (COD)
Total Organic Carbon
Total Suspended Solids
Ammonia as N
Temperature (Summer)
Temperature (Winter)
pH
Fecal Coliform (If sanitary waste is present)
Total Residual Chlorine (if chlorine is used)
Page 3 of 4 C-MI 05/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
16. List all permits, construction approvals and/or applications (check all that apply and provide permit
numbers or check none if not applicable):
Type Permit Number Type Permit Number
Hazardous Waste (RCRA) NESHAPS (CAA)
UIC (SDWA) Ocean Dumping (MPRSA)
NPDES NC0004260 Dredge or fill (Section 404 or CWA)
PSD (CAA) Other
Non-attainment program (CAA)
17. List any chemicals that may be discharged (Please list and explain source and potential
amounts.)
Trichloroethene BDL to <150 lig/L, Tetrachloroethene BDL to <10 lig/L
Cis-1,2-Dichloroethene BDL to <10 pg/L, 1,2-trans-Dichloroethene BDL to <10 ttg/L
1,2-Dichloropropane BDL to <5 iig/L Methylene Chloride BDL to <5 pg/L
Chloroform BDL to <5 t1g/L
Compound list and potential concentrations(prior to treatment)based on historical data.
18. Is this facility located on Indian country? (check one)
Yes ❑ No El
19. Applicant Certification
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
C.W. McGlocklin Director of Environmental Affairs
Printed name of Person Signing Title
C. (e •
Signature of Applicant Da i/V
North Carolina General Statute 143-215.6 (b)(2) provides that:Any person who knowingly makes any false statement representation, or
certification in any application,record,report, plan,or other document files or required to be maintained under Article 21 or regulations of
the Environmental Management Commission implementing that Article,or who falsifies,tampers with,or knowingly renders inaccurate any
recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed$25,000,or by
imprisonment not to exceed six months,or by both. (18 U.S.C.Section 1001 provides a punishment by a fine of not more than$25,000 or
imprisonment not more than 5 years,or both,for a similar offense.)
Page 4 of 4 C-MI 05/08

•
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IMP 0 2000 4000
1 � � � TITLE
I SCALE IN FEET SITE LOCATION MAP
PROJECT
CR INDUSTRIES
USGS QUADRANGLE MAP: GASTONIA SOUTH, N.C. -S.C. 1973 GASTONIA, NORTH CAROLINA
RECEIVING STREAM: CROWDERS CREEK ,gart& Hickmall 2923 South Tryon Sow-Suite 100
Charlotte,North Carolina 28203
STREAM CLASS: C A PROFESSIONAL CORPORATION 704-586-0007(p)704-586-0373(f)
DRAINAGE BASIN /SUB-BASIN: CATAWBA/03-08-37 DATE: 01-27-10 REVISION NO: 0
LATITUTE/LONGITUDE: 35° 11' 42"N/81° 13' 23" JOB NO: SKF-001 FIGURE NO: 1

4 F WA Michael F.Easley.Govtimor
00 9G William G.Ross Jr..Secretary
North Carolina Department of Environment and Natural Resources
63
Alan W.Klimek.P.E.Director
> _.{ Division of Water Quality
o -c
DIVISION OF WATER QUALITY
August 5, 2005
Mr. C.W. McGlocklin
Director of Environmental Affairs
SKF USA Inc.
1111 Adams Ave.
Norriston, PA 19403
Subject: NPDES Permit NC0004260
SKF USA,Inc. Gastonia Site
Gaston County
Dear Mr. McGlocklin: •
Our records indicate that NPDES Permit No.NC0004260 was issued on July 28, 2005 for
the discharge of wastewater to the surface waters of the State from your facility. The purpose of
this letter is to advise you of the importance of the Permit and the liabilities in the event of failure
to comply with the terms and conditions of the Permit. If you have not already done so, it is
suggested that you thoroughly read the Permit. Of particular importance are Page 4.
Page 4 sets forth the effluent limitations and monitoring requirements for your discharge.
Your discharge must not exceed any of the limitations set forth. The section headed
"Monitoring Requirements" describes the measurement frequencies, sample types and sampling
locations. Upon commencement of your discharge (or operation), you must initiate the required
monitoring. The monitoring results must be entered on reporting forms furnished or approved by
this Agency. For new permits/facilities,the Division may supply an initial small stock of these
forms;however, if you fail to receive the forms,please contact this Office as quickly as possible.
The forms, including directions for their completion, and other important information are also
available at http://h2o.enr.state.nc.us/NPDES/documents.html. It is imperative that all applicable
parts be completed, and the original and one copy be submitted as required.
Please be advised that an annual fee may be required for your facility; if so,you will
receive a statement from our Raleigh Office. It is imperative that the fee be paid in a timely
manner so as to prevent enforcement action or possible revocation of your permit.
• The remaining parts of the Permit set forth definitions, general conditions and special
conditions applicable to the operation of wastewater treatment facilities and/or discharge(s). The
One
Nor Carolina
:1Natura!!y
NwtNR
N.C.Division of Water Quality,Mooresville Regional Office,610 E.Center Ave.Suite 301,Mooresville NC 28115 [phone] Customer Service
1-877-623-6748

conditions include special reporting requirements in the event of noncompliance, bypasses,
treatment unit/process failures, etc. Also addressed are requirements for a certified wastewater
treatment plant operator if you are operating wastewater treatment facilities. Any changes in
operation of wastewater treatment facilities, quantity and type of wastewater being treated or
discharged, expansions and/or upgrading of wastewater treatment facilities must be permitted or
approved by this Agency.
To maintain compliance with discharge limitations,proper operation and maintenance of
a wastewater treatment facility and the development of a process control program are essential.
For those facilities having chlorine tablet disinfection,please be advised that chlorine tablets
approved for wastewater treatment use must be used; swimming pool tablets are not approved.
Also, be advised that DWQ staff need to have access to the facility's discharge point into the
receiving stream;please maintain a path along the outfall line to facilitate that access.
Failure to comply with the terms and conditions of an NPDES Permit subjects the
Permittee to enforcement action pursuant to Section 143-215.6 of the North Carolina General
Statutes. A civil penalty of up to$25,000 per violation(and/or criminal penalties)may be
assessed for such violations. If you find at any time that you are unable to comply with the terms
and conditions of the Permit, you should contact this Office immediately. A Special Order by
Consent (SOC)may be necessary while pursuing action to obtain compliance.
As a final note, an NPDES Permit is normally issued for a five-year period. Permits are
not automatically renewed. Renewal requests must be submitted to this Agency no later than 180
days prior to expiration. Please make note of the expiration date of your Permit. This date is set
forth on Page 1 of the Permit. Also note that NPDES Permits are not automatically transferable.
If you, as the Permittee, cease to need this Permit,then you should request that the Division of
Water Quality rescind the Permit or request that DWQ reissue the Permit to another party,if
necessary.
As mentioned previously,the purpose of this letter is to advise you of the importance of
your NPDES Permit. Please read the Permit and contact this Office at 704/663-1699 in
Mooresville if you have any questions or need clarification. We look forward to providing any
assistance.
Sincerely,
Is_e1 ( D. Rex Gleason,P.E.
Surface Water Protection Regional Supervisor
A:\NPDESLTR.WQ.

VJATE9 i Michael F. Easley
O� QG ®�°`'� Governor
y "� th C EWilliam G.Ross,Jr.,Secretary
•
N ENR Norarolina Department ofnvironment and Natural Resources
1
Alan W. Klimek, P.E., Director
Division of Water Quality
July 28,2005
Mr.CyW.McGlocklin
Director of Environmental Affairs
SKF USA Inc.
1111 Adams Ave.
Norriston,PA 19403
Subject:Issuance of NPDES Permit NC0004260
SKF USA,Inc.Gastonia site
Gaston County
Dear Mr.McGlocklin:
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 June 8,2005.
If any parts,measurement frequencies or sampling requirements contained in this permit are unacceptable to
you,you have the right to an adjnrlicatory 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 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 Ciiernikov at telephone number
[phone],extension 594.
Sincerely, t nrt�
ORIGINAL SIGNED BY ^. . ;r,F_
SUSAN A. WILSON ,.
Alan W.Klimek,P.E.
cc: Central Files AUC C 4'
NPDES Permit File
Mooresville Regional Office/Surface Water Protection
Aquatic Toxicology Unit
Bruce Hickman,P.E.—Hart and Hickman PC
501 Minuet Lane Suite 101
Charlotte,North Carolina 28217
N.C.Division of Water Quality/NPDES Unit Phone:[phone]
1617 Mail Service Center,Raleigh,NC 27699-1617 fax:[phone]
Internet:h2o.enr.state.nc.us DENR Customer Service Center 1 800 623-7748

Permit No. NC0004260 •
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 provision 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,
SKF USA Inc.
is hereby authorized to discharge wastewater from a facility located at
4328 South York Rd.
Gastonia
Gaston County
to receiving waters designated as Crowders Creek in the Catawba River Basin in accordance
with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II,
III, and 1V hereof.
The permit shall become effective September 1, 2005.
This permit and the authorization to discharge shall expire at midnight on August 31, 2010.
Signed this day July 28, 2005.
ORIGINAL SIGNED BY
�USAN A. WILSON
Alan Klimek P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

•
Permit No. NC0004260
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are
hereby revoked. As of this permit 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.
SKF USA Inc.
is hereby authorized to:
1. Continue to operate an existing groundwater treatment facility located at 4328 South York
Rd., Gastonia, Gaston County, discharging through outfall 001 and consisting of a surge
tank, an air stripper unit and flow measurement.
2. Discharge from said treatment works into Crowders Creek, a Class C water in the Catawba
River Basin, at the location specified on the attached map.

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State Grid/Quad:G14NW Latitude: 35°11'42"N Facility Location
South Gastonia Longitude: 81°13'23"W not to scale
Receiving Stream:Crowders Creek Drainage Basin: Catawba NPDES Permit No.NC0004260
Stream Class: C Sub-Basin: 03-08-37 North Gaston County

•
• Permit No. NC0004260
SECTION A(1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to discharge treated groundwater from Outfall 001. Such discharges shall be
limited and monitored by the Permittee as specified below:
EFFLUENT LIMITATIONS MONITORING REQUIREMENTS
EFFLUENT Monthly Weekly Daily Measurement Sample Sample
CHARACTERISTICS Average Average Maximum Frequency Type Location
Flow 0.0072 Instantaneous Recorder' Effluent
MGD
Methylene Chloride Quarterly Grab Effluent
1,2-trans- Quarterly Grab Effluent
Dichloroethene
1,2-Dichloropropane Quarterly Grab Effluent
Tetrachloroethene Quarterly Grab Effluent
(PCE)
Trichloroethene (TCE) Quarterly Grab Effluent
Acute Toxicity2 Quarterly Grab Effluent
Notes:
1. The permittee may utilize a flow totalizer to measure flow.
2. Acute Toxicity (Fathead minnow), P/F at 90 %, February, May, August, and November; See
Supplement to Effluent Limitations and Monitoring Requirements- Special Condition A(2).
The flow and groundwater treatment system should be checked at least on a weekly basis.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit No. NC0004260
A(2).ACUTE TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The permittee shall conduct acute toxicity tests on a auarterlu basis using protocols defined in the North
Carolina Procedure Document entitled "Pass/Fail Methodology For Determining Acute Toxicity In A
Single Effluent Concentration" (Revised-July, 1992 or subsequent versions).The monitoring shall be
performed as a Fathead Minnow(Pimephales promelas) 24 hour static test. The effluent concentration at
which there may be at no time significant acute mortality is 90% (defined as treatment two in the
procedure document). Effluent samples for self-monitoring purposes must be obtained during
representative effluent discharge below all waste treatment. The tests will be performed during the
months of February, May, August and November.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code
TGE6C. Additionally, DWQ Form AT-2 (original) is to be sent to the following address:
Attention: North Carolina 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 Branch no later
than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. 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 any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, then
monthly monitoring will begin immediately until such time that a single test is passed. Upon passing,
this monthly test requirement will revert to quarterly in the months specified above.
Should any test data from either these monitoring requirements 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 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.

NPDES Permit Requirements
Page 1 of 16
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.
3/Week
Samples are collected three times per week on three separate calendar days.
Act or"the Act"
The Federal Water Pollution Control Act,also known as the Clean Water Act,as amended,33 USC 1251,et. seq.
Annual Average
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 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 flow recorder and
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. This method may only be used in situations where effluent flow rates vary
less than 15 percent. The grab samples shall be taken at intervals of no greater than 20 minutes apart
during any 24-hour period and must be of equal size and of no less than 100 milliliters. Use of this method
requires prior approval by the Director.
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NPDES Permit Requirements •
Page 2 of 16
In accordance with (4) above,influent grab samples shall not be collected more than once per hour.
Effluent grab samples shall not be collected more than once per hour except at wastewater treatment systems
having a detention time of greater than 24 hours. In such cases, effluent grab samples may be collected at
intervals evenly spaced over the 24-hour period that are equal in number of hours to the detention time of the
system in number of days. However, the interval between effluent grab samples may not exceed six hours nor
the number of samples less than four 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 122.3)
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. The Division expects that 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.
Facility Closure
The cessation of wastewater treatment at a permitted facility,or the cessation of all activities that require coverage
under the NPDES. 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.
Grab Sample
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 Clean Water Act.
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.
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NPDES Permit Requirements
•
Page 3 of 16
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 Clean Water Act.
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
1. Duty to Comply The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
of the Clean Water Act 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
Clean Water Act for toxic pollutants and with standards for sewage sludge use or disposal established under
section 405(d) of the Clean Water Act 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.
• b. The Clean Water Act provides that any person who violates section 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 $25,000 per day for each violation. [40 CFR 122.41 (a)
(2)]
c. The Clean Water Act 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. [40 CFR 122.41 (a) (2)]
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NPDES Permit Requirements •
Page 4 of 16
d. Any person who knowingly 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.
[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)(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)]
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$10,000 per violation,with the maximum amount of any Class I penalty assessed not to exceed
$25,000. Penalties for Class II violations are not to exceed $10,000 per day for each•day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $125,000. [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 which has a reasonable likelihood of adversely affecting human health or the environment
[40 CFR 122.41 (d)].
3. Civil and Criminal Liability
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 Permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309
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 Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. 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.
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NPDES Permit Requirements
Page 5 of 16
7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of thi
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-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 Reapply
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 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 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
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]
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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]:
"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 (f)].
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; Title 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) (4)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
1. 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.0201].
The ORC of each Class I facility must:
➢ Visit the facility 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 at least daily,excluding weekends and 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
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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. 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)].
3. Need to Halt or Reduce 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
(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
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)]
(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;
(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 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.
5. 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
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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: A 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) (B) of this permit.
(4)The Permittee complied with any remedial measures required under Part II.B. 2. of this permit.
d. 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
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 Permittee 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 2H.0124 — -
Reliability) 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
1. 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. Reporting •
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 1, 1.1, 2, 3) or alternative forms approved by the
Director,postmarked no later than the 28th day 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
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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
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 Federal Water Pollution Control Act (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 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 Tampering
The Clean Water Act 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 122.41]:
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;
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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;
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 Clean Water Act,any substances or parameters at any location [40 CFR 122.41 (i)].
Section E Reporting Requirements •
1. 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.
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) (1). •
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices,
and such alternation, 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 122.41 (1) (2)].
4. Transfers
This permit is not transferable to any person except after notice to 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 Clean Water Act [40 CFR 122.41 (1) (3)].
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 (1) (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.
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6. Twenty-four FIour Reporting
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 122.41 (1) (6)].
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(919) 733-3300.
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 (1) (7)].
8. 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. Noncompliance 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 directly to receiving
waters 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 of Water Quality. 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 Clean Water Act 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
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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.
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.
PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater treatment facilities,nor add to the plant's 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 Plans and Specifications for
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall,upon written notice from the Director of the Division of Water Quality, 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";
(1) 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-dinitrophenol;and one milligram per liter
(1 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";
(1) Five hundred micrograms per liter(500 µg/L);
(2) One milligram per liter(1 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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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 MUNCIPAL FACILITIES
Section A. Publicly Owned Treatment Works (POTWs)
All POTWs must provide adequate notice to the Director of the following
1. Any new introduction of pollutants into the POTW from an indirect discharger 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 of the change on the quantity or quality
of effluent to be discharged from the POTW.
Section B. Municipal Control of Pollutants from Industrial Users.
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 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. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment system:
a. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a dosed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21; _
b. Pollutants which will 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;
c. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POTW
resulting in Interference;
d. 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;
e. Heat in amounts which will 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;
f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through;
g. 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;
h. Any trucked or hauled pollutants,except at discharge points designated by the POTW.
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. The Permittee shall require any industrial discharges sending influent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act. Prior to accepting
wastewater from any significant industrial user, the Permittee shall either develop and submit to the
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Division a Pretreatment Program for approval per 15A NCAC 2H .0907(a) or modify an existing •
Pretreatment Program per 15A NCAC 2H .0907(b).
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 Clean Water Act and implementing
regulations or by the requirements of the approved State pretreatment program,as appropriate.
Section C. Pretreatment Programs
Under authority of sections 307(b) and(c) and 402(b)(8) of the Clean Water Act and implementing regulations 40
CFR Part 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.
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the Clean
Water Act, the Federal Pretreatment Regulations 40 CFR Part 403, the State Pretreatment Regulations 15A
NCAC 2H .0900, and the legal authorities, policies, procedures, and financial provisions contained in its
pretreatment program submission and Division approved modifications there of. Such operation shall include
but is not limited to the implementation of the following conditions and requirements:
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program.
2. Industrial Waste Survey(IWS'
The Permittee shall update its Industrial Waste Survey (IWS) to include all users of the sewer collection
system at least once every five years.
3. 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 II,Section D,and Section E.5.).
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a Headworks Analysis (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 Pennittee 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 122.42]. 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 Pennittee'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 Pennittee shall maintain a current Allocation Table (AT) which summarizes the results
of the Headworks Analysis (HWA) and the limits from all Industrial User Pretreatment Permits (IUP).
Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA.
Version 6/20/2003

NPDES Permit Requirements
Page 15 of 16
6. Authorization to Construct(A to C)
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.
7. POTW Inspection&Monitoring of their SIUs
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. 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
once per calendar year;
8. SIU 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.
9. Enforcement Response Plan (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.
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 meet with Division personnel periodically to discuss enforcement of pretreatment requirements
and other pretreatment implementation issues.
For all other active pretreatment programs,the Permittee 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 Unit
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 Significant Industrial
Users (SIUs)in Significant Non-Compliance(SNC);
b.) Pretreatment Program Summary(PPS)
A pretreatment program summary(PPS) on specific forms approved by the Division;
c.) Significant Non-Compliance Report(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)
Version 6/20/2003

NPDES Permit Requirements •
Page 16 of 16
Monitoring data from samples collected by both the POTW and the Significant Industrial
User (SIU). 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 SIUs 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 Significant Industrial Users (SIUs) 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.
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.
13. Funding and Financial Report
The Permittee shall maintain adequate funding and staffing levels to accomplish the objectives of its
approved pretreatment program.
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 2H .0114 and
15A NCAC 2H .0907.
•
Version 6/220/2003

.\-\J�C W A TFR D Michael F.Easley,Governor
rr..... �,,,a e.tyflr!lnaG.Ross Jr.,Secretary
O . • V s/ / i r North Ana Department of Epp roc t and Natural Resources
limek P.E.Director
/ 1�j n Division of Water Quality
n�/
.> March 3,2005 MAR 0 4 2005
C.William McGlocklin
SKF USA,Inc.
1111 Adams Ave. tiVATEK e � �Norristown,PA. 19403-2403
Subject: Receipt of permit renewal application
NPDES Permit NC0004260
SKF Gastonia Facility
Gaston County
Dear Mr.McGlocklin:
The NPDES Unit received your permit renewal application on March 2,2005. We need one additional item in order
to process your permit renewal:
• Solids handling and disposal. How often are solids (sludge) removed from your facility? How are solids
disposed after removal?
A member of the NPDES Unit will review your application. That staff member will contact you if additional
information is required to complete your permit renewal. You should expect to receive a draft permit approximately 30-45
days before your existing permit expires. The requirements in your existing permit will remain in effect until the permit
is renewed(or the Division takes other action).
If you have any additional questions concerning renewal of the subject permit,please contact me at [phone],
extension 520.
Sincerely,
Carolyn Bryant
Point Source Branch
cc: CENTRAL FILES
Ittooresville-Regional4Wiett` M"'
NPDES Unit
ow Carolina
NNaturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 Phone[phone] Customer Service
Internet: h2o.enr.state.nc.us 512 N.Salisbury St. Raleigh,NC 27604 FAX [phone] 1-877-623-6748

1 ti,
•
ti Har1&Hickman
- -- - A PROFESSIONAL CORPORATION
OUR CLIEN1E3 DEMAND A SMARTER SOLUTION
February 2005 2923 South Tryon Street
24, Suite 100 Charlotte,NC
28203-5449
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 704-586-0007 phone
704-586-0373 fax
Division of Water Quality-NPDES Unit anvw.harthickman.com
NC Department of Environment and Natural Resources
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
Attention: Charles H. Weaver,Jr.
Re: NPDES Permit Renewal Application
Former CR Industries, Gastonia,Gaston'County,North Carolina
NPDES Permit#NC0004260
H&H Project No. SKF-01
Dear Charles:
On behalf of SKF USA Inc., Hart & Hickman, PC is submitting the enclosed NPDES permit renewal
application for the Former CR Industries site in Gastonia.
Should you have any questions or require any additional information concerning this submittal, please
contact me or Chad Grubbs at(704) 586-0007.
Sincerely,
Hart& Hickman,PC
2Y../t4e.e."/,&
Bruce Hickman, PE
Principal Engineer __--
Attachments:
Permit Renewal Form w/required attachments
cc: Mr. Bill McGlocklin, SKF USA Inc.
Water Quality Section—DENR-MRO
Mr. Chad Grubbs, H&H

r e
NPDES PERMIT APPLICATION- SHORT FORM C-GW
To be filed by persons engaged in groundwater remediation projects
N. C. DENR/ Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh,NC 27699-1617
NPDES Permit NC0004260
Please print or type
1. Applicant and facility producing discharge
A. Name Former CR Industries
B. Mailing address of applicant:
Contact Person Mr. C.William McGlocklin of SKF USA, Inc.
Street address 1111 Adams Avenue
City Norristown County
State PA Zip Code 19403-2403
Telephone Number [phone]
Fax Number [phone]
e-mail address: william.c.mcolocklin©skf.com
C. Location of facility:
Street 4328 South York Street
City Gastonia County Gaston
State NC Zip Code 28053
Telephone Number (
Fax Number ( )
2. Standard Industrial Classification (SIC) code(s) (if known):
3. This application is for a: New Permit ® Permit Renewal D Permit Modification
4. Product(s) recovered (circle all that apply): Gasoline Diesel fuel Solvents
Other(describe)
5. (a) Check here if discharge occurs all year® , or
(b) Circle the month(s) in which discharge occurs: January February March April
May June July August September October November December
(c) Days per week discharge occurs: 7 days a week
6. Volume of wastewater discharged to receiving stream(s): 1,200 to 1,500 GPD*
*Gallons per operating day
7. Check here if wastewater is discharged directly to the receiving stream(s)
If not, state the specific discharge location:
Mark the path taken by the wastewater to the receiving stream(s)on the site map. If a storm sewer is the only viable means of discharge,trace
the route of the storm sewer to its discharge point(s).
Short Form C-GW Version 5/2004

NPDES PERMIT APPLICATION- SHORT FORM C-GW
To be filed by persons engaged in groundwater remediation projects
8. Number of separate discharge points: One(Outfall 001)
NOTE: If the facility has separate discharge points (outfalls), include a schematic diagram of wastewater
flow at the facility.
9. Name of receiving water(s): Crowders Creek
All application packages(including permit renewals) must include the items listed below. This
application will be returned if the required items are not included.
iv A USGS topographical map(or copy of the relevant portion)which shows all outfalls
121 A summary of the most recent analytical results(effluent data,if available)containing the maximum values for each chemical detected
New applications for proposed (not vet permitted) discharges must also include the items listed
below. This application will be returned if the required items are not included.
u An engineering proposal describing the remediation project in detail(required by 15A NCAC 2H.0105(c))
❑ A report of alternatives to surface water discharge as outlined by the Division's"Guidance for Evaluation of Wastewater Disposal
Alternatives"(required by 15A NCAC 2H.0105(c))
u If the treatment system will discharge to a storm sewer,attach written approval from the municipality responsible for the sewer.
❑ A list of any chemicals found in detectable amounts at the site,with the maximum observed concentration reported for each chemical
(the most recent sample must be collected less than one year prior to the date of this application)
u A summary of analytical results containing the maximum values for each chemical detected
❑ The removal efficiency of each compound detected(if known)
For petroleum-contaminated sites,analyses for volatile organic compounds(VOCs)should be performed. Analyses for any fuel additives
likely to be present at the site should also be performed. At minimum,analyses should be performed for the following compounds:
benzene* toluene* ethylbenzene* xylene* lead methyl tert-butylether(MTBE)
dibromoethane(EDB) 1,2-dichloroethane isopropyl ether napthalene phenol
(*an EPA-approved method capable of detection levels to 1 ppb should be used to detect these compounds).
For solvents or other contaminants,an EPA Method 624/625 analysis should be performed.
I certify that I am familiar with the information contained in the application and that to the best of
my knowledge and belief such information is true, complete, and accurate.
/ 1Zoccr ! / /G1L'w���/ �i�,w/61AA1 CAI eV&
Printed name of Person Signing Title
77Gtsu ��,�.� _ a,'2 r/ o r.
Signature of Applicant Date
North Carolina General Statute 143-215.6E(i)provides that:
Any person who knowingly makes any false statement representation,or certification in any application,record,report,plan,or other
document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing
that Article,or who falsifies,tampers with,or knowingly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article,shall be
guilty of a misdemeanor punishable by a fine not to exceed$25,000,or by imprisonment not to exceed six months,or by both.
(18 U.S.C.Section 1001 provides a punishment by a fine of not more than$25,000 or imprisonment for not more than 5 years,or both,for
a similar offense.)
Short Form C-GW Version 5/2004

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et. APPROXIMATE TITLE
0 2000 4000 SITE LOCATION MAP
SCALE IN FEET PROJECT
CR INDUSTRIES
GASTONIA, NORTH CAROLINA
U.S.G.S. QUADRANGLE MAP 'fiV/
Hart&HiCkmaI1 2923 South Tryon Street-Suitt 100
Charlotte,North Carolina 28203
GASTONIA SOUTH, N.C.-S.C. 1973 A PROFESSIONAL CORPORATION 704-586-0007(p)704-586-0373(f)
QUADRANGLE DATE: 2-23-05 REVISION NO: 0
7.5 MINUTE SERIES (TOPOGRAPHIC) JOB NO: SKF 001 FIGURE NO: 1

1
Table 1
Summary of Most Recent Effluent Analytical Data
Former CR Industries Site
NPDES Permit NC0004260
Gastonia, North Carolina
H&H Job No. SKF-001
Parameter 1,2-Dichloropropane Methylene Chloride Tetrachloroethene Trans-1,2-Dichloroethene Trichloroethene Acute Toxicity
Sample Date
2/14/2005 <1.0 <5.0 <1.0 <1.0 <1.0 Pass
11/30/2004 <1.0 <5.0 <1.0 <1.0 <1.0 Pass
8/25/2004 <1.0 <5.0 <1.0 <1.0 <1.0 Pass
5/25/2004 <1.0 <5.0 <1.0 <1.0 <1.0 Pass
NPDES permit only requires quarterly analysis for the above compounds
Acute Toxicity testing using fathead minnows
Effluent analyzed by EPA Methods 601/602

•
SOC PRIORITY PROJECT: Yes_No X
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: Teresa Rodriguez
Date: November 2, 2001
NPDES STAFF REPORT AND RECOMMENDATION
County: Gaston
Permit No. NC0004260
MRO No. 01-110
PART I -GENERAL INFORMATION
1. Facility and address: SKF USA Inc. (Formerly CR Industries)
111 Adams Avenue
Norristown, Pennsylvania 19403
2. Date of investigation: October 11, 2001
3. Report prepared by: Samar Bou-Ghazale, Env. Engineer I
4. Persons contacted and telephone number: Mr. Chad Grubbs [phone]
5. Directions to site: This facility is located at the intersection of Highway 321 and Crowders
Creek Road, south of Gastonia.
6. Discharge point(s). List for all discharge points:
Latitude: 35° 11' 42" Longitude: 81° 13' 24"
Attach a U.S.G.S. map extract and indicate treatment facility site and discharge point on
map.
U.S.G.S. Quad No.: G14NW U.S.G.S. Name: Gastonia South,NC
7. Site size and expansion are consistent with application?
Yes X No_ If No, explain:
8. Topography (relationship to flood plain included): Site is gently sloping and is not located
in a flood plain.

•
9. Location of nearest dwelling: The nearest dwelling is approximately 500 feet from the site.
10. Receiving stream or affected surface waters: Crowders Creek
a. Classification: C
b. River Basin and Subbasin No.: 030837
c. Describe receiving stream features and pertinent downstream uses: The receiving
stream is approximately 30 feet wide with a sandy bottom. There are typical class
C uses downstream.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted: 0.0072 MGD
b. What is the current permitted capacity of the wastewater treatment facility? 0.0144
MGD
c. Actual treatment capacity of the current facility (current design capacity)? 0.0144
MGD
d. Date(s) and construction activities allowed by previous Authorizations to Construct
issued in the previous two years: N/A
e. Please provide a description of existing or substantially constructed wastewater
treatment facilities: The groundwater remediation facilities consists of a surge tank,
an air stripper unit and flow measurement.
f. Please provide a description of proposed wastewater treatment facilities: N/A
g. Possible toxic impacts to surface waters: Trichloroethene, tetrachloroethene and cis-
1, 2dichloroethene.
h. Pretreatment Program (POTWs only): N/A
2. Residuals handling and utilization/disposal scheme: No residuals will be generated at the
facility.
a. If residuals are being land applied,please specify DWQ permit no.: N/A
Residuals Contractor:
Telephone No.:
b. Residuals stabilization: N/A
Page 2

•
c. Landfill:N/A
d. Other disposal/utilization scheme (specify): N/A
3. Treatment plant classification (attach completed rating sheet): Class I
4. SIC Code(s): N/A
Wastewater Code(s)of actual wastewater, not particular facilities, i.e., non-contact cooling
water discharge from a metal plating company would be 14, not 56.
Primary: 66 Secondary:
Main Treatment Unit Code: 55010
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any public monies
involved (municipals only)?N/A
2. Special monitoring or limitations (including toxicity) requests: None
3. Important SOC, JOC or Compliance Schedule dates: (please indicate)
4. Alternative Analysis Evaluation: Has the facility evaluated all of the non-discharge options
available. Please provide regional perspective for each option evaluated.
Spray Irrigation: N/A
Connection to regional sewer system: Crowders Creek WWTP is not excepting discharges
from groundwater remediation systems.
Subsurface: N/A
Other disposal options: N/A
5. Other special items: N/A
PART IV- EVALUATION AND RECOMMENDATIONS
SKF USA Inc.,has applied for renewal of its NPDES permit.The applicant wishes to modify
the permitted flow from 0.0144 MGD to 0.0072 MGD. The reduced flow of 0.0072 is more
representative of the historical discharge at the facility. Also, the applicant request that he chronic
Page 3

. I.
w
toxicity sampling be changed from composite to grab.
Pending review and approval by P& E, it is recommended that the NPDES Permit for this
facility be reissued and amended as requested.
Signature of Rep Preparer/) ? ji
Water QualilRegional Supervisor
1/ /C/oi
Date
Page 4

•
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iI )
State of North Carolina 1J
Department of Environment S VAll"9:11911rIt
and Natural Resources �" A
Division of Water Quality — — —
Michael F. Easley, Governor 1
William G. Ross, Jr., SecretaryNCDENI R
? ,
Gregory J. Thorpe, Ph D., Acting Director NORTH CAROLINa741DEPARTNIE40941" Cti
ENVIRONMENT '"NA'4$; C61.;`_RE504lRG1 Flee
September 11, 2001
Mr. Bill McGlocklin
SKF USA Inc. SEP 1 4 2001
1111 Adams Avenue
Norristown,Pennsylvania 19403
1 � �,� (��f � s��1. ��CTiON
Subject: NPDES Permit Renewal Alat#> ti1'#'' ' a�
Permit NC0004260
SKF USA Inc.
Gaston County
Dear Mr. McGlocklin:
The NPDES Unit received your permit renewal application on July 17, 2001. Thank you for submitting this
package.
The permit renewal for this facility has been assigned to Teresa Rodriguez. This staff member will contact
you if further information is needed to complete the permit renewal. Please note that the NPDES Unit has
several vacant positions. This staff shortage has lasted for over a year and is delaying all permit renewals.
Our remaining permit writers are currently reviewing Authorizations to Construct, speculative limit requests,
major permit modifications and 201 plan updates ahead of permit renewals. This is necessary due to a
variety of factors, including mandatory deadlines in the statutes which govern our program.
If this staff shortage delays reissuance of NC0004260 the existing requirements in your permit will remain
in effect until the permit is renewed (or the Division takes other action). We appreciate your patience and
understanding while we operate with a severely depleted staff. If you have any additional questions
concerning renewal of the subject permit, please contact Teresa Rodriguez at [phone], extension
595.
Sincerely,
Valery Stephens
Point Source Unit
cc: e ,ional Office,Water Quality Section
NPDES Pile
1617 Mail Service Center,Raleigh,North Carolina 27699-1617 919 733-5083,extension 520 (fax)919 733-0719
VISIT US ON THE INTERNET @ http:/Ih2o.enr.state.nc.us/NPDES [e-mail]

' r t
*Hart&Hickman 5S0ui1te Minuet101 Lane
A Professional Corporation Charlotte,NC 28217
704
86-0007 Phone
86-0373 Fax
June 29, 2001 ' `�, - - www.harthickman.com
rT
V� f c
CERTIFIED MAIL t
RETURN RECEIPT REQUESTED
I •
Division of Water Quality-NPDES Unit
NC Department of Environment and Natural Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Dave Goodrich
Re: NPDES Permit Name Change and Renewal Application
CR Industries, Gastonia, Gaston County, North Carolina
NPDES Permit #NC0004260
H&H Project No. SKF-01
Dear Dave:
On behalf of SKF USA Inc., Hart & Hickman, PC is submitting the enclosed NPDES permit
name change and permit renewal application for the CR Industries site in Gastonia. We
apologize or a ateness o t is su mrtta . The original permit application was prepared by a
CR Industries employee who is no longer with the company and as a result, this request for
permit renewal "slipped through the cracks".
Permit Name Change
We have enclosed a completed name change form to designate the parent company of CR
Industries, SKF USA Inc., as the permit holder. We have also indicated a new permit holder
contact on this form. Signatures for the former and new permit holder are both provided by SKF
USA since they owned CR Industries even before the original 1996 permit was issued, and
because the former permit holder contact, Mr. Layton Schuh, is no longer with CR Industries.
As discussed in the permit history below, property ownership changed in mid-2000, but
ownership and responsibility for the ground water treatment system on the property has not
changed. For this reason, we have not provided property sale documentation requested on the
form. Please advise if you require this documentation.
Permit Renewal Application
For clarity in future correspondence, the permit renewal form has been completed on the
presumption that the enclosed name change information will incorporated into the current permit
prior to processing the renewal application.
s\aaa-master projects'skf-usalskf 01\npdes penmit renewal.doc

Mr.Dave Goodrich
June 29, 2001
Page 2 of 3
Summary of Permit History
Consistent with previous notices and requests for permit modifications sent to DENR, in the past
two years the site has undergone changes in ownership and water discharge modifications have
been made. We have summarized permit-related events for easy reference below:
Original permit signed November 25, 1996
This permit was issued to CR Industries for discharge of treated industrial process water
from their manufacturing facility in Gastonia to Crowders Creek.
Permit modification dated July 2, 1998
This modification was made to allow discharge of treated ground water along with the
original treated industrial process water via Crowders Creek.
Permit modification dated December 14, 1998
DENR was notified of CR Industries' plans to shut down and sell their Gastonia facility.
This permit modification was made to establish permit requirements for treated ground
water discharge at the point in time that discharge of treated industrial process water from
the CR Industries facility was terminated.
Change in property ownership in July 1999
SKF USA Inc., the parent company of CR Industries, sold the property in April 2000 and
treated industrial process wastewater discharge from the site ceased on July 31, 1999.
Sampling and analyses of the treated ground water discharge began at this point in time in
accordance with the December 1998 permit modification.
Permit modification dated October 22, 1999
This modification was issued by DENR to add chronic toxicity testing to the
requirements for treated ground water discharge from the site.
Permit Modification dated March 27, 2000
This permit modification was issued to allow use of a calibrated totalizing flow meter for
measurement of treated ground water discharge from the site.
Facility discharge modifications completed in October 2000
In the fall of 2000, the new property owner's industrial wastewater discharge piping was
connected into the City's municipal sewer system, eliminating the need for discharge of
this industrial wastewater stream to Crowders Creek. Consequently, only treated ground
water currently discharges from the new facility to the creek.
s taaa-master projectsskf-usaskf UI npdes permit renewal doe
*Bart&Hickman
A Proless.nal Corporation

Mr.Dave Goodrich
June 29, 2001
Page 3 of 3
Request for permit modification dated February 5, 2001
This permit modification request was made to allow collection of grab samples for
chronic toxicity testing during periods of low treated ground water discharge rates (i.e.
low ground water recovery rates caused by season water table variations). Verbal
authorization has been received from DENR, but formal approval is pending.
Should you have any questions or require any additional information concerning this submittal,
please contact me or Chad Grubbs at [phone].
Sincerely,
Hart& Hickman, PC
Bruce Hic n, PE
Principal Engineer
Attachments:
Permit Name Change Form
Permit Renewal Form
cc: Mr. Bill McGlocklin, SKF USA Inc.
Water Quality Section— DENR-MRO
Mr. Chad Grubbs, H&H
s:\aaa-roaster projects\skf-usalskf 01\npdes permit renewal doc
*Hart&Hickman
k Proltssional Corporation

NPDES PERMIT APPLICATION - SHORT FORM C
For manufacturing or commercial facilities with a discharge <1 MGD (or WTPs)
N. C. Department of Environment and Natural Resources
Division of Water Quality/NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
North Carolina NPDES Permit Number NC0004260
Please print or type
1. Applicant and facility producing discharge
A. Name: SKF USA Inc. Mr. C. W. (Bill) McGlocklin
B. Mailing address of applicant:
Street address 1111 Adams Ave
City. Norristown County
State PA Zip Code 19403
Telephone Number (610) 630-2730
Fax Number (610) 630-2780
e-mail address william.c.mcglocklinAskf.com
C. Location of facility:
Street 4328 South York Rd
City. Gastonia County Gaston County
State NC Zip Code 28053-1767
Telephone Number None
2. Standard Industrial Classification (SIC)code(s): None
3. Number of employees: None (O&M is outsourced to Hart & Hickman, PC)
4. Principal product(s) produced: Treated ground water
Principal raw material(s)consumed: None
5. Principal process(es): Air stripper
Page 1 of 3 Version-
6-99

NPDES PERMIT APPLICATION - SHORT FORM C
For manufacturing or commercial facilities with a discharge <1 MGD (or WTPs)
6. Amount of principal product produced or raw material consumed:
(List specific amounts consumed and/or units of production)
Product Produced or Raw Material Consumed Product Produced or Raw Material Consumed
(AVERAGE) (PEAK)
per Day 500 to 1,000 gallons per day 5,000 gallons per day
per Month
per Year
7. Check here if discharge occurs all year: X, or
Circle the month(s) in which discharge occurs: January February March April
May June July August September October November
December
Days per week discharge occurs: 7 days per week
NOTE: If the facility has separate discharge points(outfalls)or multiple industrial processes,include a schematic diagram
of wastewater flow at the facility.
8. Types of wastewater discharged to surface waters only(check as applicable).
Discharge per operating day Flow Volume treated before discharging
(GALLONS PER OPERATING DAY) (PERCENT)
Sanitary-daily average
Cooling water,etc.-daily average
Process water- daily average 500 to 1,000 per day of 100%
treated ground water
Maximum per operating day for
total discharge (all types) 500 to 1,000 per day 100%
9. If any of the types of wastewater identified in item 8(either treated or untreated)are discharged to
places other than surface waters, record the amount(s)discharged below:
A. Municipal sewer system gpd
B. Underground well gpd
C. Septic tank gpd
D. Evaporation lagoon or pond gpd
E. Other, specify gpd
Page 2 of 3 Version-
6-99

NPDES PERMIT APPLICATION - SHORT FORM C
For manufacturing or commercial facilities with a discharge <1 MGD (or WTPs)
10. Number of separate discharge points: One
11. Name of receiving stream(s): Crowders Creek
12. Does your discharge contain or is it possible for your discharge to contain one or more of the
following substances added as a result of your operations, activities, or processes? Circle all that apply:
aluminum ammonia beryllium cadmium chromium chlorine (residual)
copper cyanide lead mercury nickel oil and grease
phenols selenium zinc None of the above
I certify that I am familiar with the information contained in the application and that to the best of
my knowledge and belief such information is true, complete,and accurate.
Mr. C. W. (Bill) McGlocklin Director of Environmental Affairs
Printed name of Person Signing Title
C (A Gam: ok,a/
Signature of Applicant D D. e
North Carolina General Statute 143-215.6 (b)(2) provides that:Any person who knowingly makes
any false statement representation, or certification in any application, record, report, plan, or other
document files or required to be maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, or who falsifies,tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or
maintained under Article 21 or regulations of the Environmental Management Commission
implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed
$10,000, or by imprisonment not to exceed six months, or by both.
(18 U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment not more than 5 years,or both,for a similar
offense.)
Page 3 of 3 Version—
6-99

VIM
413e Row VI
State of North Carolina de .aWit.Lictv,,cp
,
Department of Environment '.1ax0y« ,k
(: ft.e and Natural Resources OCT fC 1
U" Division of Water QualiItryyM yY 599
, A
CiT
James B. Hunt, Jr., Governk°w art
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
October 22, 1999
Mr.Layton Schuh
Chicago Rawhide
4328 South York Road
Gastonia,North Carolina 28053-1767
Subject: NPDES Permit Correction
Permit No.NC0004260
CR Industries
Gaston County
Dear Mr.Schuh:
The Division issued NPDES permit number NC0004260 for the above referenced facility on
November 25, 1996. Since that time there were' ermi two+modifications issued on July 6, 1998 and
December 14, 1998. Due to the recent plant closure, CR Industries is now discharging according to the
`A(2) Effluent Limitations and Monitoring Requirements' Page, from the December 14, 1998 permit
modification. A review of the permit has revealed that an error was inadvertently made in the December
modification. Specifically, the absence of a chronic toxicity condition on the A(2) Effluent Limitations
and Monitoring Requirements' page. This condition was mistakenly not included on the effluent
limitations page. This permit correction is intended to correct that oversight. Condition A(2) has been
modified to include chronic toxicity. Please note that in accordance with NCAC 2B .0508, the Division is
required to install toxicity testing for discharges of complex wastewater. The Division has deemed that
discharges originating from solvent contaminated groundwater as such.
The attached corrected permit pages should be inserted into your permit and the old one
discarded. If you have any questions or need additional information, please contact Michael Myers,
telephone number(919)733-5083,extension 508.
Sincerely,
•
KT.Stevens
cc: Central Files
Aquatic Toxicology Unit
bAjporesvilic Mee,Water V
NPDES Unit,Permit File
Point Source Compliance/Enforcement Unit
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617-TELEPHONE [phone]/FAX [phone]
AN EQUAL OPPORTUNITY AFFIRMATIVE ACTION EMPLOYER- 50%RECYCLED/ 1 0%POST-CONSUMER PAPER
VISIT US ON THE INTERNET AT http://h2o.enr.state.nc.us/NPDES

Permit Number NC0004260
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period after the facility ceases to discharge process industrial and domestic wastewater
and lasting until expiration, the Permittee is authorized to discharge treated groundwater from
outfall(s) 001. Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT � : LIMITS , MONITORING REQUIREMENTS
CHARACTERISTICS
Monthly Weekly Daily Measurement Sample Type_ Sample
Average Average Maximum Frequency Locationl °"
Flow 0.0144 MGD Continuous Recording I or E
Chloroform Monthly Grab E
1,2-trans-dichloroethene Monthly Grab E
1,2-Dichloropropane Monthly Grab E
Methylene Chloride Monthly Grab E
Tetrachloroethene(PCE) Monthly Grab E
Trichloroethene(TCE) Monthly Grab E
Chronic Toxicity2 Quarterly2 Composite E
Footnotes:
1. Sample Location: E—Effluent from the treated groundwater system, I —Influent
2. Chronic Toxicity (Ceriodaphnia), P/F at 0.33%, February, May, August, and November; See
Supplement to Effluent Limitations and Monitoring Requirements—Special Condition A(3).
The flow and groundwater treatment system should be checked at least on a weekly basis.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

4
Permit NC0004260
A(3) CHRONIC TOXICITY PERMIT LIMIT(QRTRLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaphnia
dubia at an effluent concentration of 0.33%.
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 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 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 Form
(MR-1)for the months in which tests were performed,using the parameter code TGP3B for the pass/fail results and THP3B
for the Chronic Value.Additionally,DWQ Form AT-3 (original)is to be sent to the following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Branch
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.
•
•
QCL Version 5/99

17 State of North Carolina
Department of Environment
and Natural Resources A7A
Division of Water Qualitywilliiir
James B. Hunt, Jr., Governor NCDENR
Bill Holman, Secretary
Kerr T. Stevens, Director etii
121,1201001" MAIM
NA1rr
March 27, 2000 MAR 81 2000
Bruce Hickman
Turner, Hart, and Hickman, P.C. "1IIIIIS
dENTAI ItANA6plEr
,u'; AFrN1pE! nwr
4421 Stuart Andrews Boulevard, Suite 300
Charlotte, NC 28217
TH&H Job No. COL-0l
Subject: Minor Modification of
NPDES Permit No. NC0004260
for CR Industries,
Gaston County
Dear Mr. Hickman:
On December 8, 1999, the Division of Water Quality (the Division) received your request to
modify the existing permit for the subject site. We have conferred with the Mooresville Regional
Office regarding your concerns regarding "instantaneous" versus "continuous" recording.
While this issue does not significantly impair compliance to the permit in your case, the Division
feels that it warrants written clarification. Accordingly, we have altered your permit effluent
page and provide these changes herewith. Please note that your current system design is in
compliance with Footnote No. 3.
Please discard the old effluent page and replace it with the attached revised page. If you have
further questions, please don't hesitate to call Joe Corporon at [phone], extension 597.
Respectfully,
A/244
err T. Stevens
cc: Water Quality Central Files
MMIIOIIIMIIIIIIIIIIIIIIIIIIIIIMMIW
NPDES Files
Technical Assistance and Certification Unit
Point Source Compliance Enforcement Unit
Layton Schuh, Environmental Manager
CR Industries, 4307 York Road, Gastonia, North Carolina 28053-1767
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1 61 7 -TELEPHONE [phone]/FAX 919-
733-0719, AN EQUAL OPPORTUNITY AFFIRMATIVE ACTION EMPLOYER - SO% RECYCLED/10% POST-CONSUMER
PAPER. VISIT US ON THE INTERNET @ http://h20.enr.state.nc.us/NPDES

A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Permit NC0004260
During the period following the effective date of the permit and lasting until expiration, the Permittee is
authorized to discharge treated groundwater from Outfall 001. Such discharges shall be limited and
monitored by the Permittee as specified below:
EFFLUENT LIMITS MONITORING REQUIREMENTS
CHARACTERISTICS
Monthly Weekly Daily Measurement Sample Type Sample
Average Average Maximum Frequency Location1
Flow 0.0144 MGD2 Instantaneous3 Recording I or E _
Chloroform Monthly Grab E
1,2-trans-dichloroethene Monthly Grab E _
1,2-trans-dichloropropane Monthly Grab E
Methylene Chloride Monthly Grab E
Tetrachloroethene(PCE) Monthly Grab E
Trichloroethene(TCE) Monthly Grab E
Chronic Toxicity; Quarterly5 Composite E
Footnotes:
1. Sample Location: E=Effluent (treated groundwater); I=Influent (untreated groundwater).
2. MGD=million gallons per day.
3. All discharge leaving the facility shall be monitored. If continuous flow monitoring is not feasible,
the permittee shall record the approximate time that discharge began and ended (or provide a
calibrated, totalizing flow meter), along with recording the instantaneous flow at the time of effluent
sampling.
4. Chronic Toxicity (Ceriodaphnia) at 0.33%
5. Quarterly: Sample during the months of February, May, August, and November.
There shall be no discharge of floating solids or foam visible in other than trace amounts.

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
AVA
NCDENR
DIVISION OF WATER QUALITY
JAMES B.HUNT JR.
GOVERNOR February 5, 1999
Mr. David Boyd, Plant Engineer
CR Industries
WAYNE MCDEVITT 4307 South York Road (Hwy 321)
SECRETARY Post Office Box 1 767
Gastonia,NC 28053-1767
Subject: NPDES Permit Modification
CR Industries
NPDES Permit No. NC0004260
Gaston,NC
Dear Mr. Boyd:
The subject facility was issued a modified permit on December 14, 1998.
Included in the permit is a daily maximum Chromium limitation of 1510,ug/l. This
Office has been informed by our Raleigh staff that our computer tracking program,
with respect to Chromium, is incapable of accepting an input of four(4) digits to the
left of the decimal point; therefore, a Chromium limitation of 1.51 mg/1 has been
entered into the system. In order to preclude the possible perception that violations
have occurred,would you please have whoever completes the monthly self-monitoring
report submit the Chromium data in concentrations expressed as mg/l.
Thank you for your help with this matter. Should you have questions, please
do not hesitate to contact either Richard Bridgeman or me at 704/663-1699.
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
RMB
H:\W P W IN\DOC\LETTER\CRINDUST.PMT
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 281 15
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER-SO, RECYCLED/10% POST-CONSUMER PAPER

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality AitTrA
James B. Hunt, Jr., Governor — — _ Ammil
Wayne McDevitt, Secretary D E N R
A. Preston Howard, Jr., P.E., Director
December 14, 1998 , t '' ,
Mr. Layton Schuh
Environmental Manager DEC n! 1998
CR Industries
4307 South York Road
Gastonia,North Carolina 28053-1767 RES - 1"Y''''p"�:'`AiTAt ' '"` MgE ;.: ltE iltlliialAL elfin
Subject:Subject: NPDES Permit Modification
Permit No.NC0004260
CR Industries
Gaston County _
Dear Mr. Schuh:
On November 13, 1998, the Division of Water Quality received a request to modify CR
Industries NPDES permit as was discussed earlier between Bruce Hickman (Turner, Hart, &
Hickman) and Paul Clark (DWQ).
The Division granted the modification request and the permit has been modified
accordingly. Please also note that the permit modification reflects that fact that the CR Industries
Gastonia facility is expected to close and cease discharging process industrial wastewater some
time in 1999.
Please find enclosed the modified sections of the permit. Replace the original sections in
your permit with the newer enclosed sections and discard the original sections. All other terms
and conditions contained in the original permit remain unchanged and in full effect. These
permit modifications are issued pursuant to the requirements of North Carolina General Statutes
143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency.
If you have any questions, please contact Paul Clark at(919) 733-5083, ext. 580.
Sincerely,
4/ d -
ctX'Preston Howar , Jr., P.E.
cc: Central Files
Roosevelt Childress, EPA
NPDES Unit (Permit Files)
Point Source Compliance/Enforcement Unit
Mr. Bruce Hickman, Turner, Hart& Hickman
4421 Stuart Andrew Boulevard, Suite 300
Charlotte,NC 28217
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

A(1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Permit No. NC0004260
During the period beginning on the effective date of the permit and lasting until the facility ceases to discharge process industrial and domestic wastewater,
the Permittee is authorized to discharge process industrial wastewater, domestic wastewater,and treated groundwater from outfall(s) serial number 001.
Such discharges shall be limited and monitored by the Permittee as specified below:
:EFFLUENT LIMITS MONITORING REQUIREMENTS
CHARACTERISTICS
Lbs/Day Lbs/Day Units (specify) Units (specify),
Monthly Daily. Monthly Daily Maximum Measurement Sample Sample
Average Maximum Average Frequency ` Type Location1
Flow 0.148 MGD2 Continuous Recording I or E3
BOD, 5-day, 20° C 37.0 55.0 Weekly Composite El
Total Suspended Solids 31.0 mg/I 60.0 mg/I Weekly Composite El
Dissolved Oxygen Weekly Grab El, U, D
Temperature Weekly Grab El, U, D
NH3 as N Weekly Composite El
Fecal Coliform 200/100 ml 400/100 ml Weekly Grab El, U, D
Oil and Grease 26 mg/I 52 mg/I Weekly Grab El
Conductivity Weekly Grab U, D
Total Nitrogen (No2+No3+TKN) Monthly Composite El
Total Phosphorus Monthly Composite El _
Cadmium 60 ug/I Weekly Composite El
Chromium 1510 ug/I Weekly Composite El
Copper 2.03 3.31 Weekly Composite El
Cyanide 151 ug/I Weekly Grab El
Lead 0.42 0.68 Weekly Composite El
Nickel •
2658 ug/I Weekly Composite El
Silver 0.23 0.42 Weekly Composite El
Zinc 1.45 2.56 Weekly Composite El
Total Toxic Organics 3 2.09 Weekly Grab El
Iron 2/month Composite El
Chronic Toxicity 4 Quarterly Composite E3
Chloroform Monthly Grab E2
1,2-trans-Dichloroethene Monthly Grab E2
1,2-Dichloropropane Monthly Grab E2
Methylene Chloride Monthly Grab - E2
Tetrachloroethene (PCE) Monthly Grab E2 _
Trichloroethene(TCE) Monthly Grab E2
(Please see Notes on following page)

Notes:
Sample locations: El - Effluent from process industrial/domestic wastewater stream following mechanical screening and prior to ultrasonic flow
measurement, E2- Effluent from treated groundwater stream following air stripper and prior to flow measurement, E3-Flow-proportioned, combined-flow
sample from El and E2, I - Influent, U -Upstream, D-Downstream. See instream monitoring conditions on following page.
2 Combined permitted flow from process industrial wastewater, domestic wastewater, and treated groundwater shall not exceed 0.148 MGD. Flow shall be
measured after the two wastestreams have combined, but prior to discharge through outfall 001.
3 In lieu of monitoring Total Toxic Organics (TTOs), the permittee may submit the following certification statement: "Based on my inquiry of the person or
persons directly responsible for managing compliance with the permit limitation for total organics, I certify that, to the best of my knowledge and belief, no
dumping of concentrated toxic organics into the wastewater has occurred since the filing of the last discharge monitoring report."
4 Chronic Toxicity (Ceriodaphnia), P/F at 3.3 %, February, May,August, and November; See Supplement to Effluent Limitations and Monitoring
Requirements-Special Conditions page A(3).
5 Chronic Toxicity sampling is required for a flow-proportioned, combined-flow sample; See Supplement to Effluent Limitations and Monitoring Requirements
-Special Conditions page A(4).
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Special permit conditions applicable to the subject facility are listed on the Supplement to Effluent Limitations and Monitoring Requirements-Special
Conditions page.

A(2) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Permit No. NC0004260
During the period beginning after the facility ceases to discharge process industrial and domestic wastewater and lasting until expiration, the Permittee is
authorized to discharge treated groundwater from outfall(s)serial number 001. Such discharges shall be limited and monitored by the Permittee as specified
below:
'EFFLUENT MONITORING REQUIREMENTS
� _ .:,:..:,LIMITS -,,�,. ,��<�x ���. .
4CHARACTERISTICS
Lbs/Day Lbs/Day Units (specify) Units (specify)
Monthly Daily Monthly Daily Maximum Measurement Sample Sample
Average Maximum Average g :. Frequency" Type Location
Flow 0.0144 MGD Continuous Recording I or E
Chloroform Monthly Grab E
1,2-trans-Dichloroethene Monthly Grab E
1,2-Dichloropropane Monthly Grab E
Methylene Chloride Monthly Grab E
Tetrachioroethene(PCE) Monthly Grab E
Tiichloroethene(TCE) Monthly Grab E
Notes:
Sample locations: E- Effluent from treated groundwater system, I—Influent.
The flow and groundwater treatment system should be checked at least on a weekly basis.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit No. NC0004260
SUPPLEMENT TO EFFLUENT LIMITATIONS
AND MONITORING REQUIREMENTS
SPECIAL CONDITIONS
A(3). CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised November 1995, or subsequent
versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant
mortality is 3.3 % (defined as treatment two in the procedure document). The permit holder shall perform
quarterly monitoring using this procedure to establish compliance with the permit condition. 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.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B.
Additionally, DWQ Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Water Quality
4401 Reedy Creek Road
Raleigh,North Carolina 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed
in association with the toxicity tests, as well as all dose/response data. 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 any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test
requirement will revert to quarterly in the months specified above.
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 No. NC0004260
SUPPLEMENT TO EFFLUENT LIMITATIONS
AND MONITORING REQUIREMENTS
SPECIAL CONDITIONS
A(4). CHRONIC TOXICITY FLOW PROPORTIONED, COMBINED FLOW SAMPLING
Quarterly chronic toxicity sampling is required for a flow-proportioned, combined-flow sample (E3). During
the chronic toxicity sampling period each quarter, for each of the two 24-hour samples gathered at the facility
wastewater discharge (El)by the ISCO sampler, the following compositing procedure will be followed to
produce the E3 sample:
1) One liter(1,000 ml) of the flow-proportioned facility wastewater discharge sample generated by the
existing ISCO auto-sampler will be collected (El);
2) A treated groundwater grab sample (E2) of equal size will be collected during the same 24-hour
sampling period;
3) The total flow recorded for the 24-hour period at the facility wastewater flow-measurement weir will
be noted and the total flow at the treated groundwater discharge flow totalizer will be noted for the
same period;
4) The flow-proportioned composite sample(E3) for chronic toxicity analysis will be prepared as
follows:
Groundwater discharge volume x 1000 ml = Volume of ground water sample to
Process wastewater discharge volume be mixed with 1000 ml ISCO
wastewater sample volume for
chronic toxicity analysis

State of North Carolina
,,,J\ Department of Environment
7g4
• and Natural Resources Al • •
Division of Water Quality
James B. Hunt, Jr., Governor
� " Wayne McDevitt, Secretary D E N R
N„ A. Preston Howard, Jr., P.E., Director
KC W?T. Or
VITY R,()Nlitv,N l', i,A1i i
July 6, 1998 80 t4i,A:.C1)it AI, EW)1,r.!.,
Mr. Layton Schuh JUL 23 1998
Environmental Manager
CR Industries
4307 York Road ilf.20 '.1 EVIMq' RMaiiiiii
Gastonia,North Carolina 28053-1767 .`-�`4 ` O
Subject: Permit No.NC0004260
Permit Modification and
Authorization to Construct
Groundwater Remediation System
CR Industries
Gaston County
Dear Mr. Schuh:
The Division received a letter of request for a permit modification and an Authorization to
Construct on January 12, 1998. The discharge permit has been modified to allow CR Industries to
discharge no more than 0.148 MGD of wastewater(consisting of treated groundwater, process industrial
wastewater, and domestic wastewater). Flow from the groundwater treatment system is not expected to
exceed 0.0144 MGD. All wastewater should be discharged through the same outfall. As shown on the
Effluent Limitations and Monitoring Requirements sheet,there are three different sample locations:
• El is for parameters associated with the process industrial wastewater flow,
• E2 is for parameters associated with the groundwater remediation flow, and
• E3 is for parameters associated with both flows.
Please find enclosed the modified sections of the permit referenced in the preceding paragraph.
Replace the original sections in your permit with the newer enclosed sections and discard the original
sections. All other terms and conditions contained in the original permit remain unchanged and in full
effect. These permit modifications are issued pursuant to the requirements of North Carolina General
Statutes 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency.
If any parts,measurement frequencies or sampling requirements contained in this permit
modification 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
i petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office
of Administrative Hearings, Post Office Drawer 27447, Raleigh,North Carolina 27611-7447. Unless
such demand is made this decision shall be final and binding.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

•
Mr. Schuh
July 6, 1998
NC0004260/AC0004260
Page 2
This letter also grants an Authorization to Construct and final plans and specifications for the
subject project have been reviewed and found to be satisfactory. Authorization is hereby granted for the
construction and installation of a groundwater remediation system consisting of an air stripper system
with surge tank,transfer pump, low profile air stripper and associated instrumentation. The treated
groundwater will discharge from the air stripper via a buried PVC line tied into an existing manhole that
leads to the facility's existing discharge line which discharges into Crowders Creek (Class C) in the
Catawba River Basin
This Authorization to Construct is issued in accordance with Part III, Paragraph A of NPDES
Permit No.NC0004260 issued November 25, 1996 and modified April 11, 1997 and shall be subject to
revocation unless the wastewater treatment facilities are constructed in accordance with the conditions
and limitations specified in Permit No.NC0004260.
Any sludge generated from this treatment facility must be disposed of in accordance with G.S.
143-215.1 and in a manner approved by the North Carolina Division of Water Quality.
In the event that the facility fails to perform satisfactorily, including the creation of nuisance
conditions,the Permittee shall take immediate corrective action, including those as may be required by
this Division, such as the construction of additional or replacement wastewater treatment or disposal
facilities.
The Mooresville Regional Office,telephone number(704) 663-1699, shall be notified at least
forty-eight(48) hours in advance of operation of the installed facilities so that an in-place inspection can
be made. Such notification to the regional supervisor shall be made during the normal office hours from
8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been installed in
accordance with the NPDES Permit,this Authorization to Construct and the approved plans and
specifications. Mail the Certification to the Permits and Engineering Unit,P.O. Box 29535,Raleigh,
NC 27626-0535.
The Permittee for the life of the facility shall maintain a copy of the approved plans and
specifications on file.
Failure to abide by the requirements contained in this Authorization to Construct may subject the
Permittee to an enforcement action by the Division of Water Quality in accordance with North Carolina
General Statute 143-215.6A to 143-215.6C.
The issuance of this Authorization to Construct does not preclude the Permittee from complying
with any and all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies(local, state, and federal)which have jurisdiction.

rN
Mr. Schuh
July 6, 1998
C0004260/AC0004260
Page 3
One (1) set of approved plans and specifications is being forwarded to you. If you have any
questions or need additional information, please contact Paul Clark, telephone number(919) 733-5083
extension 580.
Sincerely,
/>14(1:d( id. ,..-
. Preston Howard,Jr., P.E.
cc: Central Files
ailleglOMIIMPIMMMINIIIIIIIIMMMIlm
Technical Assistance and Certification Unit
Point Source Compliance/Enforcement Unit
Bruce Hickman, Turner, Hart, and Hickman, P.C.
4421 Stuart Andrew Boulevard, Suite 300
Charlotte,NC 28217

Mr. Schuh
July 6, 1998
NC0004260/AC0004260
Page 4
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time)the construction of the
project, , for the
Project Name Location
Permittee hereby state that,to the best of my abilities, due care and diligence was used in the observation
of the construction of a groundwater remediation system consisting of an air stripper system with
surge tank, transfer pump, low profile air stripper and associated instrumentation such that the
construction was observed to be built within substantial compliance and intent of the approved plans and
specifications.
Signature Registration No.
Date

Permit No.NC0004260
SUPPLEMENT TO PERMIT COVER SHEET
CR Industries
is hereby authorized to:
1. Continue to discharge 0.148 MGD of treated wastewater from treatment facilities. A package
plant for treating domestic wastewater consists of a comminutor, bar screen, diffused aeration
basin, and clarifier which empties to an aerated lagoon. The industrial wastewater treatment
process consists of a mechanical oil skimmer which empties to the previously mentioned
aerated lagoon, combining with the domestic wastewater. At this point, both industrial and
domestic wastewater are further treated via pH adjustment and aluminum addition, dissolved
air floatation (DAF),pH adjustment for the effluent, mechanical screening,ultrasonic flow
measurement, a sludge holding tank and a sludge filter press. These treatment systems are
located at CR Industries,the intersection of US Highway 321 and NCSR 1103, south of
Gastonia, Gaston County (See Part III of this permit), and
2. After receiving an Authorization to Construct a groundwater remediation system (consisting
of a surge tank, air stripper, and flow measurement), discharge 0.0144 MGD treated
groundwater from this treatment system. Treated groundwater flow(in combination with
process and domestic wastewater flow) is not to exceed 0.148 MGD. All wastewater will be
discharged through the same outfall.
3. Discharge from said treatment system at the location specified on the attached map into
Crowders Creek(Class C) in the Catawba River Basin.

A(1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Permit No. NC0004260
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge process Industrial
wastewater,domestic wastewater,and treated groundwater from outfall(s)serial number 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
EFFLUENT LIMITS MONITORING REQUIREMENTS
CHARACTERISTICS
Lbs/Day Lbs/Day I Units (specify) Units(specify) I
Monthly Daily Monthly Daily Maximum Measurement Sample Sample
Average Maximum Average Frequency Type Location1
Flow 0.148 MGD2 Continuous Recording I or E3
BOD, 5-day, 20°C 37.0 55.0 Weekly Composite El
Total Suspended Solids 31.0 mg/I 60.0 mg/I Weekly Composite E3
Dissolved Oxygen Weekly Grab El, U, D
Temperature Weekly Grab El, U, D
NH3 as N Weekly Composite El
Fecal Coliform 200/100 ml 400/100 ml Weekly Grab El, U, D
Oil and Grease 26 mg/I 52 mg/I Weekly Grab El
Conductivity Weekly Grab U, D
Total Nitrogen (No2+NO3+TKN) Monthly Composite El
Total Phosphorus Monthly Composite El
Cadmium 60 ug/I Weekly Composite El
Chromium 1510 ug/I Weekly Composite El
Copper 2.03 3.31 Weekly Composite El
Cyanide 151 ug/I Weekly Grab El
Lead 0.42 0.68 Weekly Composite El
Nickel 2658 ug/I Weekly Composite El
Silver 0.23 0.42 Weekly Composite El
Zinc 1.45 2.56 Weekly Composite El
Total Toxic Organics 3 2.09 Weekly Grab El
• Iron 2/month Composite El
Chronic Toxicity" Quarterly Composite E3
Chloroform Monthly Grab E2
1,2-trans-Dichloroethene . Monthly Grab E2
1,2-Dichloropropane Monthly Grab E2
Methylene Chloride Monthly Grab E2
Tetrachloroethene (PCE) Monthly Grab E2
Trichloroethene(TCE) Monthly Grab E2
(Please see Notes on following page)

Notes:
1 Sample locations: El -Effluent from process industrial/domestic wastewater stream following mechanical screening and prior to ultrasonic flow
measurement, E2 -Effluent from treated groundwater stream following air stripper and prior to flow measurement, E3- Effluent at point after two
wastewater streams combine, but prior to discharge, I -Influent, U -Upstream, D-Downstream. See instream monitoring conditions on following
page.
2 Combined permitted flow from process industrial wastewater, domestic wastewater, and treated groundwater shall not exceed 0.148 MGD. Flow shall be
measured after the two wastestreams have combined, but prior to discharge through outfall 001.
3 In lieu of monitoring Total Toxic Organics(TTOs),the permittee may submit the following certification statement: "Based on my inquiry of the person or
persons directly responsible for managing compliance with the permit limitation for total organics, I certify that, to the best of my knowledge and belief, no
dumping of concentrated toxic organics into the wastewater has occurred since the filing of the last discharge monitoring report."
4 Chronic Toxicity (Ceriodaphnia), P/F at 3.3%, February, May, August, and November; See Supplement to Effluent Limitations and Monitoring
Requirements-Special Conditions page A(2).
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Special permit conditions applicable to the subject facility are listed on the Supplement to Effluent Limitations and Monitoring Requirements-Special
Conditions page.

•
NCDENR
DIVISION OF WATER QUALITY
May 22, 1998
Memorandum To: Paul Clark
From: D. Rex Gleason/
0g
Prepared by: Todd St. John
Subject: CR Industries Groundwater Remediation System
NPDES Permit No. NC0004260
Gaston County
This Office has no objection to issuing an Authorization to Construct permit for
the groundwater remediation system after or concurrently with the issuance of the permit
modification.

MAY-22-1998 11:02 FROM DEM WATER QUALITY SECTION TO MRO P.01
V `
State of North Carolina
Department of Environment
and Natural Resources AVA
Division of Water Quality
James B. Hunt, Jr,Governor
Wayne McDevitt, Secretary
A. Preston Howard,Jr., P.E.,Director
April 1,1998
•
Mr,Layton Schuh
Environmental Manager
CR Industries
4307 York Road
Gastonia,North Carolina 28053-1767
Subject: Draft Modified NPDES Permit
Permit No.NC0004260
CR Industries
• Gaston County
Dear Mr.Schuh:
Enclosed is a copy of the draft modified NPDES permit for CR Industries. This permit would allow
CR Industries to discharge no more than 0.148 MOD of wastewater(consisting of treated groundwater,
process industrial wastewater and domestic wastewater). Flow from the groundwater treatment system is
not expected to exceed 0_0144 MGD. All wastewater would be discharged through the same outfall.
If you have any questions,please contact Paul B.Clark at(919)733-5083,extension 580.
Sincerely,
411/3 Ceei„,)
©1 David Goodrich,Supervisor
NPDES Unit
Enclosure
cc: NPDES Unit
Mooresville Regional Office,Water Quality Section
0,—2. da..6 e41-412 0.. ,p." *Iv 6 A xfs,
•
Post-it'Fax Note 7671
Date Pages 07/V
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P.O.Boat 29535,Raleigh.North Carolina 27626-0535 Telephone [phone]E3 FAX [phone]
c no, 1 MG ne- t- wmumnt DBDer

MAY-22-1998 11:03 FROM DEM WATER QUALITY SECTION TO MRO P.02
Permit No.NC0004260
SUPPLEMENT TO PERMIT COVER SLEET
CR Industries
is hereby authorized to:
1. Continue to discharge 0.148 MGD of treated wastewater from treatment facilities. A
package plant for treating domestic wastewater consists of a comminutor,bar screen,diffused
aeration basin,and clarifier which empties to an aerated lagoon. The industrial wastewater •
treatment process consists of a mechanical oil skimmer which empties to the previously
mentioned aerated lagoon,combining with the domestic wastewater. At this point,both
industrial and domestic wastewater are further treated via pH adjustment and aluminum
addition,dissolved air floatation(DAF),pH adjustment for the effluent,mechanical
screening,ultrasonic flow measurement,a sludge holding tank and a sludge filter press.
These treatment systems are located at CR Industries,the intersection of US Highway 321
and NCSR 1103,south of Gastonia,Gaston County(See Part III of this permit),and
2. After receiving an Authorization to Construct a groundwater remediation system(consisting
of a surge tank,air stripper, and flow measurement),discharge 0.0144 MGD treated
groundwater from this treatment system. Treated groundwater flow(in combination with
process and domestic wastewater flow)is not to exceed 0.148 MOD. All wastewater will be
discharged through the same outfall.
3. Discharge from said treatment system at the location specified on the attached map into
Crowders Creek(Class C)in the Catawba River Basin.

(1)EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Permit No. NC0004260
D
firing it-a period beginning on the effective date of the permit and lasting until expiration,the Permittee Is authorized to discharge process Industrial N
istewater, domestic wastewater, and treated groundwater from autfall(s) serial number 001. Such discharges shall be limited and monitored by ;'
3 Perrrittee as specified below: i—
Lo
:FLUENT - - LIIii1T8 t- . MONITORING REQUIREMENTS
I�1ARACTEFIISTICD-, - -
.. LbslOay LDs10ay •: Units Units •. . -(specify) - (specify). ... . :" :: . . -
.- . Monthly Daily. , i Monthly : - Daily . - -- Measurement -Sample - • Sample il
. _ -_-Average . Maximum ' Average , .: Maximum Frequen . Type . . Location 3IW 0.148 MGD2 Continuous Recording I or 3j
)D,5-try,20°C 37.0 55.0 Weekly Composite
ital Suspended Solids 31.0 mall 60.0 mgll Weekly Composite (E3 3
Issoly-rd Oxygen Weekly . Grab _ El;-u, D
ampersture I Weekly Grab El, U, D
13ae1� Weekly Composite El rn
!cal Coliform 200/100 ml 400/100 ml Weekly Grab El, U, 0 0
and Grease 26 mg/1 52 mg/I Weekly Grab i El r
ondudivity Weekly Grab U, I)
rtalNitr�gen ( +Nos+mj Monthly Composite El -<
)tal Ph rsphorus _ Monthly Composite El in
idmiurh _ 60 ug/1 Weekly Composite El n
nramian - 1510 ugil Weekly Composite E1 0
3pper 2.03 3.31 Weekly Composite El Z
eanide 151 ugA Weekly Grab El 0
?ad 0.42 0.68 Weekly Composite El
ckel . 2656 uggl Weekly Composite El
Ivey 0.23 0,42 , Weekly Composite El
nc 1.45 2.56 _ Weekly Composite El
ytal Tole Organics 3 2.09 Weekly Grab El
m 2/month _ Composite El
hronlc—oxicity 4 Quarterly Composite E3
hiorofo m Monthly Grab- E2
2-trans-Dlchloroelhene Monthly Grab E2
2-Dich aroprapane Monthly Grab E2
ethyiere Chloride Monthly Grab E2 1O
• a trachicroethene (PCE) Monthly Grab E2
•lchloroethene(TCE) Monthly Grab E2
- 'tease eee Notes an following page) w

r
dotes:
1 Sample locations:El -Effluent from process industrialldomestic wastewater stream following mechanical screening and prior to ultrasonic flow N
measurement,E2-Effluent from treated groundwater stream following air stripper and prior to flow measurement,E3-Effluent at point after two wastewater ti
streams combine, but prior to discharge, I - Influent, U - Upstream, D- Downstream. See inatrearn monitoring conditions on following
page.
2 Combined permitted flow from process industrial wastewater, domestic wastewater,and treated groundwater shall not exceed 0.148 MGO. Row shall be
measured after the two wastestreams have combined,but priorto discharge through outfall 001.
3 in lieu of monitoring Total Toxic Organics(TTOa),the permittee may submit the following certification statement "Based on my inquiry of the person or
persons directly responsible for managing compliance with the permit limitation for total organics,I certify that,to the best of my knowledge and belief, no
dumping of concentrated toxic organics into the wastewater has occurred since the filing of the last dscharge monitoring report"
4 Chronic Toxicity(Ceriodaphnia),F/Fat 3.3%,February,May,August,and November;See Supplement to Effluent Limitations and Monitoring d
Requirements=Special Conditions page A(2). 3
•
The pH shall not be fess than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in otherthan trace amount. ]
Special permit conditions applicable to the subject faciity are listed on the Supplement to Effluent Limitations and Monitoring Requirements-Special
Conditions page.
cn
•
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0
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0
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•
A

•
NCDENR
DIVISION OF WATER QUALITY
January 23, 1998
MEMORANDUM TO: Paul Clark
FROM: D. Rex Gleason
A
PREPARED BY: Todd St. John
SUBJECT: CR Industries
NPDES Permit No.NC0004260
Gaston County
This Office is in receipt of the Alternatives Analysis submitted by CR Industries dated
December 19, 1997. Earlier correspondence from CR Industries indicated that the Company
wants to add groundwater remediation equipment, treat contaminated groundwater(about 10
gpm or 0.0144 MGD), and add the treated groundwater to the effluent without obtaining an
increase of permitted flow. The permitted monthly average flow for the WWTP is 0.148 MGD.
The largest monthly average flow between November 1996 through November 1997 was 0.046
MGD, well below the monthly average permit limit. Therefore, it does not appear that CR
industries would need additional permitted flow at this time.
CR Industries has also proposed continuing to discharge to Crowders Creek. In the
subject Alternatives Analysis the Company has indicated that tapping into the City of Gastonia's
sewer line is economically infeasible. One reason that the Company claims that the project is
economically infeasible is that the Company will have to remove the existing effluent line and
install a new effluent line at a cost of approximately $212,000.00. The existing effluent line
crosses (over or under) the existing gravity sewer line owned by the City of Gastonia. This Office
believes that clarification is needed as to why the effluent line will have to be re-constructed.
(Also, it appears that the Company has inadvertently transposed the directions east and west in its
discussion of effluent/sewer line extension. Crowders Creek as well as Gastonia's subject sewer
line are actually west of the subject facility.)

.
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AMERADA HESS CORPORATION •
908-750-6000 1 HESS PLAZA
908-750-6105(FAX) WOODBRIDGE, NJ 07095-0961
May 5, 1997
Mr. David Goodri •
NC DEHNR- Divi 'on of Water Quality
Permits and Enginee •g Unit
NPDES Group
512 North Salisbury St.
Raleigh, NC 27604
VIA: Express Mail
RE: Amerada Hess Corporate•n
Greensboro Terminal
NPDES Permit#NC00692
Installation of Additional O. ` •ter Separ.tors
Dear Mr. Goodrich:
By letter dated April 14, 1997 Amerada Hess orporation submitted a request for authorization .`5.i T
to install two oil/water separators at the abov; ,ferenced facility. The appropriate site plans and
specifications were provided. In accordance ith ,.y recent telephone conversation with Mr. Paul 7 ci fr
Clark of your Office, please consider the A., '1 14, 997 correspondence as a formal request for co �
an "Authorization to Construct". In additi.n, enclo -d please find one check in the Amount of a, i 3
$150.00 as the required application fee. x d
c•
If you have any questions or require addi onal information, please contact me at [phone]. 5
Thank you for your assistance.
Sincerely,
AME DA HESS C' ' 'ORATION
/ Jilk
Howard S. Gol. Ilan
Supervisor, Permit Compliance
HSG
Enclosure

DEC,:.9 97 14:30 FROM:TURNER HART &HICKMAN 704-523-1037 TO:919 733 0719 PAGE:01
TURNER
HIcKMAN. P.C.
Environmental Consultants at Engineers
4421 Stuart Andrew Blvd. Suite 300 Charlotte,NC 28217
Established in July of 1995 to provide businesses and
Date: l a t III 411
industries an exceptional level of expertise and Number of pages including cover sheet: if
experience in the field of environmental consulting Job No:
and engineering.
To: PcJ C ...Qc J„ _ From: R 00,61. j4 �-Js•�.��
Fax No.: dill Q 1'33 01 ict Fax No.: [phone]
Phone No.: Q%Q ,54 t Phone: [phone]R0
REMARKS: ❑ Urgent ❑ for your review ❑ Reply ASAP ❑ Please comment
PP-941144 faXtreAs.ag
Limirtimmiar
- ..11=1.
THE INFORMATION CONTAINED IN THIS FACSIMILE MESSAGE 15 PRIVILEQeo AND/OR coNEI NrIAL OR PROPRIETARY OR SxwE SECRET
ABOVE. IF THE READER OF THIS MESSAGE IS NOT THE INTENDED
MED
RECIPIENT OR THE EMPLOYEE OR GENT RESPONSIBLE OUAL DELIVER OR IT TO�THE INTENDED RECIPIEHI, you ARE KERRBY NOTIFIED TAT ANY
DISSEMINATION.Ens-puisurgya OR COrYLNC OF'MS COP.IMTNICATION is STRICTLY miasma IF YOU HAVE RECEIVED THIS COI Q 1U 1CATION IN
ERROR.PLEASE IMMEDIATELY NOTIFY US BY TELEPHONE AT(704)721-I280 AND RETURN THE ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS BY
UNITED STATES POSTAL.SERVICE.

DEC-T9 97 14:30 FROM:TURNER HART &HICKMAN 704-523-1037 T0:919 733 0719 PAGE:02
r\ TURNER
"41, HART &
HICKS AN, P.C.
Environmental Consultants& Engineers December 19, 1997
North Carolina Department of Environment
and Natural Resources
PO Box 29535
Raleigh,NC 27626-0535
Attention: Paul Clark
Environmental Engineer
NPDES Group
Re: Evaluation of Waste Water Disposal Alternatives
Permit No.NC0004260
CR Industries. Gaston County
Dear Mr. Clark:
Turner Hart & Hickman is submitting this Evaluation of Waste Water Disposal
Alternatives to supplement the CR Industries NPDES permit modification request, as requested
in your October 6, 1997 letter to Coltec's Bruce Amig. The evaluation was prepared in
accordance with the specified State guidance.
Please contact us if you have any questions regarding this evaluation.
Very truly yours,
TURNER HART& HICKMAN, P.C.
d.€6404 /11 ef:514:04
Bruce Hickman,P.E.
Manager,Design Services
60,,„) a.A46347/04§?
Gary R.ibblett,P.B.
Senior Engineer
BKH/GCR/j1r
Attachment
cc: Layton Schuh,CR Industries
Bruce Amig,Coltec Industries
,N„iimpatitche6 L Ldivci IvOPC
442/ Stuart Andrew Boulevard • .Suits.31)0 • Charlotte,North Carolina 28217
Telephone 7O4.52 i-5280 • Fax 7O4-52J•I037

DEC-19 97 14:30 FROM:TURNER HART &HICKMAN 704-523-1037 T0:919 733 0719 PAGE:03
Evaluation of Wastewater Disposal Alternatives
CR Industries,Inc.
Gastonia,North Carolina
December 19, 1997
TURNER HART& H1C1CMAN, P.C.
4421 Stuart Andrew Boulevard,Suite 380
Charlotte,North Carolina 28217
[phone] fax[phone]
c:ydte rowni,wbiww.“IMO db.

DEC-19 97 14:31 FROM:TURNER HART &HICKMAN 704-523-1037 T0:919 733 0719 PAGE:04
Table of Contents
Section Page No.
I. General Information 1
IL Evaluation of Disposal Alternatives 3
A. Connection to an Existing or Planned Sewer Collection System 3
B. Land Based/Subsurface Disposal 4
C.Reuse 5
D. Surface Water Discharge through NPDES Program 6
III. Conclusions 8
TV. Signature and Seal 9
yvHaYaya+eon Itmd 2IQ97 do. i

DEC-19 97 14:31 FROM:TURNER HART &HICKMAN 704-523-1037 T0:919 733 0719 PAGE:05
•
Evaluation of Wastewater Disposal Alternatives
CR Industries,Inc.
Gastonia, North Carolina
I. General Information
Per the request from Mr. Paul B. Clark of the Water Quality Section of the North
Carolina Department of Environment and Natural Resources (NC DENR) in an October 6, 1997
letter to Mr. Bruce Amig of Coltec industries,this evaluation of wastewater disposal alternatives
addresses the management of combined manufacturing and remedial derived wastewater for
NPDES Permit No. NC0004260.
The CR Industries, Inc. facility is located at 4328 South York Road, south of Gastonia,
Gaston County,North Carolina. The telephone number at the facility is(704) 864-8351.
CR Industries and Coltec are planning a ground water recovery and treatment system to
remediate trichloroethene, tetrachloroethene, and cis-1,2-dichloroethene in the ground water. It
is anticipated that ground water will be pumped from two recovery wells at the site at a rate of
approximately 10 gallons per minute. The recovered ground water will be treated in a new air
stripping system for removal of the volatile organic contaminants.
Currently, domestic wastewater from the facility is treated in a package plant consisting
of a comminutor, bar screen, diffused aeration basin and clarifier which empties to an aerated
lagoon. Industrial wastewater is treated in a process consisting of a mechanical oil skimmer
which empties to the previously mentioned aerated lagoon, combining with the treated domestic
wastewater. At this point,both the domestic and industrial wastewater are further treated via pH
adjustment with lime, alum addition, dissolved air flotation (DAP), final pH adjustment of the
effluent, mechanical screening, and ultrasonic flow measurement. Separated solids are
dewatered with a sludge holding tank and a sludge filter press.
Final discharge of the treated ground water is proposed to be via the NPDES permitted
outfall to Crowders Creek in the Catawba River Basin combined with the treated domestic and
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DEC.19 97 14:31 FROM:TURNER HART &HICKMAN 704-523-1037 T0:919 733 0719 PAGE:06
process wastewater. The permitted discharge flowrate for the CR Industries facility, per NPDES
Permit No. NC0004260,is 0.148 million gallons per day(MOD).
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DEC.19 97 14:31 FROM:TURNER HART &HICKMAN 704-523-1037 T0:919 733 0719 PAGE:07
II. Evaluation of Disposal Alternatives
Alternatives for disposal of the combined treated wastewater from the CR Industries
facility in Gastonia are discussed below. The alternatives considered are:
• Connection to a Publicly Owned Treatment Works(POTW);
• Connection to a privately owned treatment works;
• Individual subsurface systems;
• Community subsurface systems;
• Drip irrigation;
• Spray irrigation;
• Reuse; and
• Surface Water Discharge through NPDES Program.
A. Connection to an Existing or Planned Sewer Collection System
Connection to the existing POTW is not cost effective due to line construction and
continuing disposal charges. Per Mr. Reggie Davis, of the City of Gastonia, there is one most
feasible connection point to the City of Gastonia's Crowders Creek treatment facility from the
CR Industries plant. The connection point would involve construction of a 2,500 linear foot,
gravity sanitary sewer line from the facility in easterly directio along Crowders Creek Road
(NCSR 1103) to an existing sewer at Crowdcr's Trail near rowders Creek. Figure 1 displays
this mute. In September of 1997, the engineering firm of Robinson& Sawyer, Inc. completed a
study for CR Industries to estimate the cost of design and installation of sewer service to the
facility using this route. The total estimated capital cost for providing this service was $219,245.
This estimate included provisions for construction of 2,500 feet of new sewer, removal and
replacement of asphalt, abandonment and removal of the existing discharge line, and boring and
casing under Crowders Creek Road in two locations, but did not include provisions for possible
Right-of-Way costs or rook excavation during construction. These requirements are likely to
increase the actual cost of connection to the POTW beyond the above estimate. In addition to the
capital cost, a monthly sewer use cost of approximately $14,105 would also be expected. These
usage charges arc based upon rates provided by Mr. John Schuler of. the Gastonia Utilities
Department.
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A second alternative connection point to the POTW would be in 6w sterly dire ion at a
point approximately 1,200 feet from the facility. While closer in distance than the previously
discussed route, this connection would require a force main with pump stations to traverse a
topographic rise to the west. Also, this route would require crossing of US Highway 321, and a
Carolina and Northwestern Railroad line. Design, construction and operation of such a
connection and pump stations would clearly be less favorable, both technically and
economically, than the gravity line discussed above.
While discharge to the POTW would enhance regionalization of flow before final
discharge to Crowders Creek, the treated wastewater would ultimately be discharged to the same
waterway and basin, only several miles downstream from the existing N'PDES outfall.
Environmentally, this benefit would not justify the expenditure of an amount estimated to be
greater than $212,000 for design and construction of the new sewer connection, plus S14,105 per
month in sewer usage charges.
There are no privately owned treatment works available in the vicinity of the CR
Industries facility which would be capable of receiving the flow.
B. Land!used/Subsurface Disposal
The NC DENR"Injection Well /Infiltration Gallery Guidelines" as described in the May
13, 1993 Memorandum by Arthur Mouberry. P.E., Chief of the Groundwater Section, provides
general design requirements for such facilities. These requirements state that the infiltration
gallery (IG) or injection well (1W) shall be designed and operated as an element of a "closed-
loop"subsurface system. The "closed-loop"system should be operated such that the 1G or IW:
1. is located within the"capture zone"of an on-site recovery system;AND
2. does not cause or contribute to (a) the migration of contaminants into previously
uncontaminated areas, or(b) a violation of groundwater quality standards beyond the
boundaries of the property on which the source of pollution is located.
Figure 2 shows the location of CR Industries, the ground water recovery wells, and
surrounding properties. At the CR Industries facility, ground water flow is generally in a
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DEC-s1.9 97 14:32 FROM:TURNER HART &HICKMAN 704-523-1037 T0:919 733 0719 PAGE:09
westerly or northwesterly direction. An IG or RV within the capture zone at the CR Industries
property would have to be located east and southeast of the ground water recovery wells.
However, the recovery wells, collecting the impacted ground water are located in the southeast
portion of the property. Sufficient land, upgradient of the recovery wells is not available on the
CR Industries property for land disposal of the wastewater.
US Highway 321, and a Carolina and Northwestern Railroad line are located immediately
east of the CR Industries property. The existing Detains Worsted Mills facility is located across
the highway and railroad, directly to the east of CR Industries. The B. F. Goodrich chemical
manufacturing facility is located across the highway and railroad, to the southeast of CR
Industries. Therefore, additional land is not available to CR Industries for proper location of an
infiltration gallery or injection well for the recovered ground water.
For these same land availability reasons, land disposal options, such as subsurface
systems, drip or spray irrigation systems for the combined process and domestic wastewater
streams are also not technically feasible at this site.
C. Reuse
Water is used at the CR Industries facility for a variety of industrial purposes, as well as
for employee/domestic use. Process uses include boiler water, mold washing, zinc phosphating
rinse water,cooling tower make-up water, and chiller system make-up water.
The facility boiler uses water for plant steam generation. The boiler is currently naming
at only about 20% of capacity due to the plant's decreased steam requirements. The boiler is not
considered a high water usage item at the facility. Purity of the water used in steam generation
is critical to avoid solids build-up and fouling of the boiler system. Reuse of treated wastewater
is not practical in the boiler supply water.
A heated alkaline wash and rinse tank for mold washing is another small quantity user of
water. Although this operation has been considered for possible water reuse, it is critical that the
molds are well cleaned of oils and resins to avoid sticking of manufactured parts. Because of the
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DEC7i:.9 97 14:32 FROM:TURNER HART &HICKMAN 704-523-1037 T0:919 733 0719 PAGE:10
critical nature of this cleaning operation and the potential for only small quantities of water to be
saved,this process is not a good candidate for wastewater reuse.
The zinc phosphating lines are the major users of process water at the CR Industries
facility. While smaller quantities of water are used for chemical tank make-up in the process,
rinse water in.this process is the major water requirement. In an effort to reduce water usage and
wastewater generation, counter flow wastewater reuse has been instituted, where possible, in the
zinc phosphating process. Through this method, clean rinse water is used only for the last rinse
in the process line. The slightly contaminated rinse water from the final rinse tank is then
transferred to the next to last rinse tank in the process, and from that rinse tank to the previous
one, etc. Through this process, the quantity of rinse water required is greatly reduced, while the
parts receive a progressively cleaner rinse as they move through the process. It is critical that the
final rinse process is thorough. Inadequate rinsing in the zinc phosphating process results in
excessive rusting of the metal parts produced. Additional reuse of treated wastewater is not
currently possible in this process.
The remaining processes consuming water are related to the facility's HVAC and chilled
water system. Although the cooling tower and chiller system both operate as closed loop
systems, some make-up water to replace blow-down and evaporated water is required. Reuse of
treated wastewater in these systems would result in excess build up of dissolved solids and
scaling in the equipment.
CR Industries will continue efforts toward water use reduction and reuse at the Gastonia
facility, however this is not currently a viable alternative to wastewater discharge.
D. Surface Water Discharge through NPDES Program
Wastewater from the facility is currently treated on-site and discharged via gravity
pipeline to Crowders Creek via NPDES Permit No. N'C0004260. The addition of the treated
ground water would not change the technical feasibility and cost effectiveness of this alternative.
Environmentally, the on-site treatment of the wastewater to within permit discharge limitations
cljvlie'.roperla eolle¢bI, uvc 12I997.doe 6

DEC-J7.9 97 14:32 FROM:TURNER HART &HICKMAN 704-523-1037 T0:919 733 0719 PAGE:11
and discharge to Crowders Creek would present no greater impact to the waterway and basin
than would piping to the POTW followed by treatment and discharge to the same waterway.
yljuli::npertAsalimAulNmaivu 121067.1115c 7

DEC119 97 14:32 FROM:TURNER HART &HICKMAN 704-523-1037 T0:919 733 0719 PAGE:12
III. Conclusions
Of the discharge alternatives evaluated, only two have been found to be technically
feasible at this time. These are:
1. surface water discharge to Crowders Creek via the existing NPDES permit; and
2. construction of a new 2,500 foot sewer line for discharge to the POTW.
Both of these alternatives would result in discharge of the treated effluent to Crowders
Creek in the Catawba River Basin. At this time, however, discharge to the POTW is not
economically feasible. The benefits of such a project do not justify the design and construction
cost for the sewer connection, which is estimated to be in excess of$200,000, plus a monthly
sewer usage cost of more than S14,000_
Direct discharge of the treated effluent to Crowders Creek via the existing NPDES
permitted outfall is recommended as the preferred discharge option at this time.
•
c:yulielraptrm'wNurcls6.mutivw 12101,1de 8

DECr79 97 14:33 FROM:TURNER HART &HICKMAN 704-523-1037 T0:919 733 0719 PAGE:13
IV. Signature and Seal
Gary C. Rib8lett,P.E.
Senior Engineer
SEAL: Ith_as*c,ar �
•
k ` r
adoonme
p;yy11N{'ePoRfkal¢cWUiey[ivcs 111997.do 9

DEC. 9 97 14:33 FROM:TURNER HART &HICKMAN 704-523-1037 T0:919 733 0719 PAGE: 14
FIGURE 1 - P UTW Sewer Route `
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2. Modifications to Influent Pump LS
Station to include electrical,
complete.
Total of Alternate Bid $
Respectfully submitted:
7
Signature Address
Title Date
License number (if applicable)
SEAL - (if BID is by a corporation)

r ti
Resolve Environmental Services, P.A.
138 South Main Street 316 South Marietta Street
Monroe, NC 28112 [phone] Gastonia, NC 28052(704)868-8458
January 27, 1997
Mr. David A. Goodrich bR � 'r'n a 1i
NPDES Permit Supervisor •
wtr;;, I
North Carolina Department of Environment, SEP 17 1997 %-A
Health, and Natural Resources
P.O. Box 29535 �'► gF \ :
Raleigh, North Carolina 27626-0535 l�if it,E'r"t '=* L `..
illl f f.. 4A! Oita 611 p..s
\''....:,,, ).)::: .,
Re: CR Industries, Gastonia, North Carolina '`
Modification of NPDES Permit NC0004260 . , - -
` J3
Resolve Project No. 527.07 4 c.
„.., ,
Dear Mr. Goodrich:
In December 1996, Resolve Environmental Services, P.A. (Resolve), on behalf
of CR Industries and Coltec Industries, submitted a modification request for the . ? ,'
referenced NPDES permit. The letter requested that the existing permit be 4 •
modified and expanded to allow discharge of an additional 8 gallons per minute
(gpm) to 25 gpm treated, groundwater recovery wastestream. After re-evaluating k u ' '
operationsanticipategroundwater -N.. - (
facility at CR industries, we do not that the ,;_ t,;; -
recovery system discharge combined with CR industries discharge will exceed the ' 3
daily flow allowed by the existing permit. Therefore, as I discussed with Mr. ,
Paul Clark, NPDES Permit Group, on January 15, 1997, we desire to continue -\ c `'
the permit modification process, but not request an expansion to the allowable '\
flow. j`-
.It is our understanding that you have all the information needed to proceed with . ' C)
our request and issue a modification to CR industries' permit. Please contact me 9 I
at [phone] if you have any additional questions. We appreciate your '� ` i o
assistance in this matter. .
Sincerely, `., r4
Resolve Environmental Services, P.A.
. �.
141/4,1". le, 6111A1-:1) \
t,`,.
Karen E. Heater, P.E. `�`�.,,� �,:� '�
Principal Engineer .- 'rj I. t,
cc: Bruce Amig, Coltec Industries
Bill McGlocklin, SKF IndustriesT`
Layton Shuh, CR Industries C
\\\
/ �/ cor33.coltec.ltrj/ n �f, /_ /,'f� fjJ/ ,4 i -
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n
State of North Carolina �+�
Department of Environment,. `,,
Health and Natural Resources
16: 17:Division of Water Quality
James B. Hunt, Jr., Governor Adaftsigliftwift
Jonathan B. Howes, Secretary ED E H N Ft
A. Preston Howard, Jr., P.E., Director
December 11, 1996
Ms. Karen Heater
Resolve Environmental Services, P.A.
138 South Main Street
Monroe, North Carolina 28112
Subject: Permit application
Dear Ms. Heater:
On November 27, 1996, the Division received an application for modification to CR
Industries' NPDES permit no. NC0004260. The modification would involve an expansion of the
permitted flow. CR Industries is one of several industries in the vicinity of the City of Gastonia's
Crowders WWTP. The Division strongly supports regionalization of wastewater treatment
facilities where possible. Thus, the Division requests that an alternative analysis for the total flow
(existing flow and proposed expanded flow)be included in the modification application.
As we discussed, the applicant can instead submit a separate NPDES permit application
specifically for the groundwater remediation flow. In this case, the alternatives analysis would
only cover the proposed groundwater remediation flow to be discharged. Enclosed is Short Form
C-GW(and an accompanying set of instructions) to be completed and submitted if the applicant
decides to apply for a separate NPDES permit.
If you have any questions, please contact me at (919) 733- 5083 extension 580.
Sincerely,
aJ
Paul B. Clark
Enclosures
•
//2 k.. 41-1.H
/ r
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%post-consumer paper

.
Resolve Environmental Services, P.A.
138 South Main Street 316 South Marietta Street
Monroe, NC 28112 [phone] Gastonia, NC 28052 [phone]
November 27, 1996
1/( '/Z �r
Mr. David A. Goodrich
NPDES Permit Supervisor 4 Ll�� ,
North Carolina Department of Environment, //
Health and Natural Resources
P.O. Box 29535
Raleigh, NC 27626-0535
{r;
tan
Re: CR Industries, Gastonia, North Carolina rri ='
Modification of NPDES Permit NC0004260 r'
r
TfT
Resolve Project No. 527.07
W C:L.
Dear Mr. Goodrich: CA)
On November 12, 1996, Resolve Environmental Services, P.A. (Resolve), on
behalf of CR Industries and Coltec Industries, submitted a letter to the NPDES
Permit Group which briefly outlined a proposed modification to NPDES Permit
No. NC0004260. The location of the CR Industries facility is illustrated on an
excerpt from an United States Geological Survey 7.5 minute series topographic
map of the area presented in Figure 1. In a November 19, 1996 telephone
conversation, Mr. Paul Clark indicated that the NPDES Permit Group required
additional information to appropriately review the modification request, including
a summary of the compounds detected in the on-site groundwater, a treatment
system summary, and a brief evaluation of treated groundwater discharge
alternatives. Mr. Clark also requested that we clarify the name of the receiving
waters. This information is discussed below.
Summary of Compounds
A map that illustrates the layout of the facility, including the locations of monitor
wells, is presented in Figure 2.
Analysis of groundwater samples collected from monitor wells located to the west
of the facility, MW-6, MW-12, MW-12A, R70M22 and R70M22A, indicate the
presence of trichloroethene (TCE) and low concentrations of other VOCs. The
primary or sole compound detected in groundwater samples collected from the

Mr. David Goodrich Resolve ,
November 27, 1996
Page 2
monitor wells located along Crowders Creek Road, MW-10, MW-1, MW-lA,
MW-1B, MW-2, MW-14, R70M24 and R70M25, is TCE. VOCs have not been
detected in groundwater samples collected from the monitor wells installed to the
north of the facility, R70M23, MW-5, MW-11, MW-4, R70M21 and R70M21A.
Shallow monitor wells completed to the west of the facility, MW-12 and MW-14,
indicate the presence of VOCs at cumulative concentrations less than 100
micrograms per liter (µg/1).
Constituents detected in the groundwater at the CR Industries facility at
concentrations above the North Carolina Groundwater Quality Standards
(NCGQS) include TCE, tetrachloroethylene (PCE), cis-1,2-dichloroethylene (c-
1,2-DCE), methylene chloride (MC), 1,2-DCP, and chloroform (CF). Although
MC was detected in several of the groundwater samples during the most recent
sampling event, the detection of this compound is suspected to be attributable to
laboratory procedures. A copy of the analytical data for the most recent sampling
event, including a summary table, is provided in Attachment A.
J\
Treatment System Summary °� �,
Cr ,t
The proposed groundwater treatment system will operate continuously/
Recovered groundwater is proposed to be treated using an air stripping process.
Although the air stripper design is not final, this treatment alternative is
anticipated to remove 95% to 99% of volatile organic compounds (VOCs)
detected in the groundwater to be recovered at the CR Industries facility.
Treated Groundwater Discharge Alternatives
Three discharge alternatives are discussed for the treated groundwater discharge
in the following paragraphs. These alternatives include discharging to Crowders
Creek under the existing NPDES permit, discharging to an infiltration
gallery/injection well system, and discharging to a sanitary sewer. Based on the
discussion presented below, the most feasible and cost effective discharge
alternative is to modify the existing NPDES permit to include the treated
groundwater.
NPDES (Crowders Creek)
As previously discussed, CR Industries currently discharges wastewater generated
by manufacturing operations to Crowders Creek under an NPDES permit. The
location of the outfall is illustrated on Figure 1. All wastewater discharge is to
be consistent with the terms and conditions of the permit, which includes daily
flow and effluent compound concentration limitations and requires that the

•
Mr. David Goodrich Resolve
November 27, 1996
Page 3
DEHNR be notified prior to altering facility operations that would change the
nature and/or quantity of pollutants discharged.
The addition of the proposed groundwater treatment system discharge, which is
anticipated to recover and treat between eight and ten gallons per minute (gpm),
to the NPDES outfall would increase the estimated daily flow by 11,520 to
14,400 gallons per day (gpd). We desire to modify the existing NPDES permit
to include discharge from the groundwater treatment system.
Infiltration Gallery/Injection Well
Senate Bill 1156, June. 1992, allows for the installation of "closed-loop"
groundwater remediation systems. A closed-loop system is defined as "..a system
and attendant processes for cleaning up contaminated groundwater by pumping
groundwater, treating the groundwater to reduce the concentration of or remove
contaminants, and reintroducing the treated water beneath the surface so that the
treated groundwater will be recaptured by the system." The closed-loop system
can be accomplished by installing either an infiltration gallery (IG) or an injection
well (IW).
An IG is similar to a leach field used for septic tanks, where the treated water is
re-introduced to the subsurface in the unsaturated soils. The porous medium
surrounding the water discharge pipes allows the water to spread evenly across
the field and slowly percolate into the subsurface soils and eventually into the
aquifer. An IW is a vertical well, screened within or just above the water table,
which re-introduces treated groundwater directly into the aquifer.
The DEHNR has issued a memorandum outlining the requirements of and
providing guidelines for the design and installation of IWs and IGs (Guideline))
According to the Guideline, the IG or IW must be located within the capture zone
of an on-site recovery system and must not contribute to contaminant migration
or cause a violation of groundwater quality standards off-site.
Installation of an IG or IW will require a non-discharge groundwater remediation
permit. The Guideline requires that for IGs or IWs to be installed on-site within
the boundary restrictions and contaminant plume, the treatment system must
reduce the contaminant concentrations by at least 95%, or must meet 15A NCAC
2L Standards. If the boundary restrictions cannot be met, treated effluent
concentrations must meet 15A NCAC 2L Standards unless computer modeling
1DENHR Memorandum From Arthur Mouberry, P.E., dated May 13, 1993.

Mr. David Goodrich Resolve -
November 27, 1996
Page 4
•
demonstrates that higher concentrations will not result in a contravention of the
2L Standards.
The permit application must demonstrate that the operation of the IW will not
violate North Carolina groundwater regulations and that through recharge testing
and supporting calculations, the IW can handle the proposed flow. Finally, there
are several design considerations to be addressed during the permitting process,
including demonstration of hydraulic control of the injected fluids and its affects
on the contaminant plume, with supporting pump test data. These requirements
would require extensive pilot testing and modeling at the facility; therefore, the
`nstallatio of an IG/IW system at the site is not feasible at this time.
�
c e7 , aa--•.-' }:cD4,h
+
Sanitary Sewer /
The facility is not connected to the City of Gastonia public treatment works.
Discharge of treated groundwater to the City sewer would involve the installation
of approximately 4,500 feet of pipipg along Highway 321.
C9-j A k v,A.) ; jam:^. ' ¢' A.9 c,t`;--�,
We trust this letter provides 3oii with the necessary information to evaluate this
proposed modification to the CR Industries NPDES permit. A $ 400.00 check
for the permit modification is attached.
Please contact me at [phone] if you require additional information or have
any questions.
Sincerely, _
t0. L� _/J
Resolve Environmental Services, P.A. k 'x-c,,,h) I a-;-4. 1., I€ / ,. )et„-,e r.,
i
y,.. ,...ya.,,i 4 I :t/t1 0 Pro-4N-, 4170)1.1.”--, , E.e-e<:'€a.,)(2-
1/)akA/1/4- & b(6A4r) /
Karen E. Heater, P.E. 47
Principal Engineer
-v u'L c,.,�J r - (T ' F.r, (. Y /Cal-es,
Attachments
cc: Bruce Amig - Coltec Industries c,op cc c0 a /,,.-,�• / /t `r, „ ,�
Bill McGlocklin - SKF Corporation_.
Layton Shuh - CR Industries
/9/94‘ cor34.goodric6.lec D�/� , /n /�
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______-__ ,..._;____i___Li,_,,_::„....__,:,.._
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�• \ I � \ . •• 1r= ,HOMEUE TEXTR. ill:L 1K \‘fi -4k.li
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� �i� \�` i III' \ _ � �� • .� _
�,`, '\� . , ......CR INDUSTRIES • . ' i `.\��` •1
V' 'a� ��/ ' \� - ill DELAINE_ MILLS/'. '� '- ,
-*.J / ' ' r PIL EARSON PROPERTIES' RHONE-POULENC - .`"
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z- j •‘% , \'\' _ '7/.---;:'.,-. - - , L/.,..„.j•-1, . _,!/ r _ RAUCH INDUSTRIES
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u ? . .: ..... ...,_:-.7--7 \
..1( .--7''_>--"- -,-. ,...- \ -k.. --;- ..-. \5., -. "•( -
SOURCE: GASTONIA SOUTH QUADRANGLE
NORTH CAROLINA Q 2000
7.5 MINU 1 t SERIES (TOPOGRAPHIC)
SCAT F IN FEET
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an
FIGURE 1. RESOLVE
CR INDUSTRIES SITE ENVIRONMENTAL
GASTONIA, NORTH CAROLINA SITE LOCATION MAP SERVICES, P.A.
MONROE, NORTH CAROUNA

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.) IMPOUNDMENT LOCH CI)
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-- - - APPROXIMATE PROP ! `--I H

Table 2.
Summary of Groundwater Analytical Results ,
CR Industries, Gastonia, North Carolina .
September 5, 1996
Wells Screened in TCE TCFM MC PCE CLFM 1,2-DCP t-I,2-DCE o-1,2-DCE
Saprolitelweathe ed Rock •
>:z
MW-1 560 _ — 54B _ _ — — —
MW-6 13 10 — 2 1 4 2 17
MW-14 47 — 1B 1 1 — — 3
MW-15 72 — — — — —
R70M25 — — 110B — — — — —
Welts.
MW-9 10 — 1B — — — — —
MW-12 9 6 — — — S — 11
R70M22 10 1 1B — — 1 2 53
R70M24 73 — 2B — — — — —
Quality Assurance Sampfec :.,.>.:
Method Blank — — 2 — — — — —
Notes:
Groundwater samples collected September 5, 1996 by Resolve personnel and analyzed by IEA, Inc.
laboratory in North Billerica, Massachusetts. Results presented in micrograms per liter (µg/1).
-- indicates below laboratory detection limit.
B indicates detected in Method Blank
TCE = trichloroethene CLFM = chloroform
TCFM = trichlorofluoromethane DCP = dichloropropane
MC = methylene chloride DCE = dichloroethene
PCE = tetrachloroethene CLFM = chloroform
TBL2.COL7EC.TBL

IEA
'; 149 Rangeway Road Phone [phone]
North Billerica, MA 01862 Fax [phone]
An Aquarion Company
r
•
Mr. Don Hankins September 17, 1996
Resolve Environmental Serv.
138 S. Main Street
Monroe, NC 28112
Dear Mr. Hankins:
Please find enclosed the analytical results of the sample(s) received at our laboratory on September 7, 1996. This
report contains sections addressing the following information at a minimum:
• sample ID correspondence table • chain-of-custody (if applicable)
• analytical methodology • definitions of data qualifiers and terminology
• analytical results • state certifications
Client Project if 527.07 Client Project Name N/A
...TEA Report# R 131-003 PurCli8se Order J N/A
Copies of this analytical report and supporting data are maintained in our files for a minimum of 3 years unless special
arrangements are made. Unless specifically indicated, all analytical testing was performed at the IEA-Massachusetts
laboratory.
We appreciate your selection of our services and welcome any questions or suggestions you may have relative to this
report. Please contact your customer service representative at(508) 667-1400 for any additional information. Thank
you for utilizing our services and we hope you will consider us for your future analytical needs.
I have reviewed and approved the enclosed data for final release.
Sincerely,da
^
l/ 6-PA.CL_
Michael F. Wheeler, Ph.D.
Laboratory Director
IEA-Massachusetts
MW/smb
h:\reports\forms\dconwin\rpf00100.ma 9/17/95, 1:50 pm
Monroe, Schaumburg, whlppany, Cary,
Connecticut Illinois . New Jersey North Carolina
203.281.4458 708.705.0740 201.428.8181 919.877.0090
#Wi printed on recycled paper

IEA
An Aquarion Company
Sample ID Correspondence Table
Client )(EA<
Sample I) •
Sample ID .
R70M22 R 131-003-01
MW-9 R131-003-02
MW-14 R131-003-03
R70M25 R131-003-04
MW-6 R131-003-05
MW-12 E131-003-06
MW-15 E131-003-07
R70M24 R131-003-08
MW-1 R131-003-09
•
h:\reports\forms\dconwin\rpf00100.ma 9/17/96, 1:50 pm
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IEA
An Aquarion Company
Analytical Methodology
IEA utilizes approved environmental methodologies whenever possible and appropriate. Due to the varying nature
of sample matrices submitted to our laboratories we utilize a wide variety of analytical methodologies and quality
assurance protocols. Analytical results and Quality Assurance protocols employed by our network laboratories are
based on guidelines specified in the following documents:
(1) "Methods of Organic Chemical Analysis of Municipal and Industrial Wastewater", Federal Register Vol. 49,
No. 209, October 26, 1984;
(2) Test Methods for Evaluating Solid Waste", SW-846 Third Edition, September 1986, USEPA;
(3) "Standard Methods for the Examination of Water and Wastewater" 1985, 14th, 15th and 16th Edition;
(4) "Methods for Chemical Analysis of Water and Wastes" March 1983, EMSL, EPA;
(5) "Manual of Analytical Methods for the Analysis of Pesticides in Humans and Environmental Samples", EPA
600/8-80-038, June 1980;
(6) Organic Analysis: Multi-media, Multi-Concentration-IFB-CLP, January 1991, Document Number
OLMO1.2 (plus revisions);
(7) Inorganic Analysis: Multi-media, Multi-Concentration-IFB-CLP, Document Number ILM01.0;
(8) "Handbook for Analytical Quality Control in Water and Wastewater Laboratories", EPA-600/4-79-019,
March 1979;
(9) National Enforcement Investigation Center Policies and Procedures Manual, EPA-330/9/78/001-R, Revised
May 1986
(10) "Manual for the Certification of Laboratories Analyzing Drinking Water", April 1990, EPA/570/9-90/008.
(11) "NIOSH Manual of Analytical Methods", August 1994, 4th Edition.
•
h:\reports\forms\dconwin\rpf00202.ma
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4t, IEA . . A
An Aquarion Company
t
Definitions of Data Oualifiers and Terminology
A number of data qualifiers are widely used within the environmental testing industry and may be utilized in our data
reports. The following definitions of these qualifiers are included as a service to our clientele. The majority of the
qualifiers have evolved from the EPA contract laboratory program (CLP).
B - This flag is used when the analyte is found in the associated blank as well as in the sample. It indicates
possible/probable blank contamination and warns the data user to use caution when applying the results of
this analyte.
BQL - Below Quantitation Limit indicates the compound was not detected in the sample above the practical
quantitation limit.
D - Indicates the compound was diluted below the calibration range.
E - Indicates that the concentration of the specific compound exceeded the calibration range of the instrument
for that particular analysis.
J - Indicates an estimated value. The compound is determined to be present in the sample based on GC/MS
criteria, but the amount is less than the sample quantitation limit. IEA-MA GC/MS reports do not typically
report J-marked results. If requested, J-marked results are provided and the report flagged to verify that
the data was appropriately reviewed.
MDL- The method detection limit is defined as the minimum concentration of a substance that can be measured and
reported with 99% confidence that the analyte concentration is greater than zero.
NA - Not applicable or not available.
ND - Indicates the compound or analyte was not detected in the sample above the method detection limit or the
practical quantitation limit for the particular analysis.
PQL- The practical quantitation limit is the lowest level that can be reliably achieved within specified limits of
precision and accuracy during routine operating conditions.
h:\reports\forms\dconwin\rpf00202.ma

TEA
An Aquarion Company
•
State Certifications
In some instances it may be necessary for environmental data to be reported to a regulatory authority with reference
to a certified laboratory. For your convenience, the laboratory identification numbers for the IEA-Massachusetts
laboratory are provided in the following table. Many states certify laboratories for specific parameters or tests within
a category(e.g. EPA method 624 for wastewater). The information in the following table indicates the lab is certified
in a general category of testing such as drinking water or wastewater analysis. The laboratory should be contacted
directly if parameter specific certification information is required.
MA-Massachusetts
Certification Summary, as of November 1993
• Mate tespons ble Agency Area of Certification I:ab Number
Connecticut Department of Health Services General Environmental 0646
Maine • Department of Human Services Drinking Water MA038
Massachusetts Department of Environmental Drinking Water MA038
Protection Wastewater
New Hampshire Department of Environmental Drinking Water C300
Services Wastewater
New York Department of Public Health Wastewater 10838
North Carolina Department of Natural Wastewater 333
Resources
Rhode Island > Department of Health Chemistry A58
.. . . ..............
Virginia Department of General Services Drinking Water 00157
h:\reports\forms\dconwin\rpt00202.ma

4t. IEA , . _,
An Aquarion Company
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-01
Project: 527.07 Sample: R70M22
Report Date: 09/17/96 Type: Water
Collected: 09/05/96 Container: VOA
Received: 09/07/96
Analyzed: 09/11/96 Dilution Factor: I
By: GAM
PQL Result
Number Compound (ug/L) (ug/L)
1 Bromodichloromethane 1 BQL
2 Bromoform 1 BQL
3 Bromomethane 1 BQL
4 Carbon tetrachloride 1 BQL
5 Chlorobenzene 1 BQL
6 Chloroethane 1 BQL
7 2-Chloroethylvinyl ether 1 BQL
8 Chloroform 1 BQL
9 Chloromethane 1 BQL
10 Dibromochloromethane 1 BQL
11 1,2-Dichlorobenzene 1 BQL
12 1,3-Dichlorobenzene 1 BQL
13 1,4-Dichlorobenzene 1 BQL
14 Dichlorodifluoromethane 1 BQL
15 1,1-Dichloroethane 1 BQL
16 1,2-Dichloroethane 1 BQL
17 1,1-Dichloroethene I BQL
18 trans-1,2-Dichloroethene 1 2
19 1,2-Dichloropropane 1 1
20 cis-1,3-Dichloropropene I BQL
21 trans-1,3-Dichloropropene 1 BQL
22 Methylene chloride 1 1B
23 1,1,2,2-Tetrachloroethane 1 BQL
24 Tetrachloroethene 1 BQL
25 1,1,1-Trichloroethane 1 BQL
26 1,1,2-Trichloroethane 1 BQL
27 Trichloroethene 1 10
28 Trichlorofluoromethane 1 1
29 Vinyl chloride 1 BQL
Other TCL Compounds: *
30 cis-1,2-Dichloroethene 1 53
•
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IEA
An Aquarion Company
•
• Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. lEA ID: R131-003-01
Project: 527.07 Sample: R70M22
Surrogate Standard Recovery:
1,4-Dichlorobutane 126 %
Comments:
PQL = Practical quantitation limit.
BQL = Below quantitation limit.
EPA Method 601 does not specify other TCL compounds. QC requirements
for this parameter are laboratory derived.
B=Compound in blank. •
h:\reports\forms\dconwin\GCF10001.MA Page 2 of 2 :.: prff1ed fetf°f/96,12:02

lit
IEA - ..
rr An Aquarion Company
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-02
Project: 527.07 Sample: MW-9
Report Date: 09/17/96 Type: Water
Collected: 09/05/96 Container: VOA
Received: 09/07/96
Analyzed: 09/11/96 Dilution Factor: 1
By: GAM
PQL Result
Number Compound (ug/L) (ug/L)
• 1 Bromodichloromethane 1 BQL
2 Bromoform 1 BQL
3 Bromomethane 1 BQL
4 Carbon tetrachloride 1 BQL
5 Chlorobenzene 1 BQL
6 Chloroethane 1 BQL
7 2-Chloroethylvinyl ether 1 BQL
8 Chloroform 1 BQL
9 Chloromethane 1 BQL
10 Dibromochloromethane 1 BQL
11 1,2-Dichlorobenzene 1 BQL
12 1,3-Dichlorobenzene 1 BQL
13 1,4-Dichlorobenzene 1 BQL
14 Dichlorodifluoromethane 1 BQL
15 1,1-Dichloroethane 1 BQL
16 1,2-Dichloroethane 1 BQL
17 1,1-Dichloroethene 1 BQL
18 trans-1,2-Dichloroethene 1 BQL
19 1,2-Dichloropropane 1 BQL
20 cis-1,3-Dichloropropene 1 BQL
21 trans-1,3-Dichloropropene 1 BQL
22 Methylene chloride 1 1B
23 1,1,2,2-Tetrachloroethane 1 BQL
24 Tetrachloroethene 1 BQL
25 1,1,1-Trichloroethane 1 BQL
26 1,1,2-Trichloroethane 1 BQL
27 Trichloroethene I 10
28 Trichlorofluoromethane 1 BQL
29 Vinyl chloride 1 BQL
Other TCL Compounds: *
30 cis-1,2-Dichloroethene 1 BQL
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YN lEA
An Aquar on Company
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-02
Project: 527.07 Sample: MW-9
Surrogate Standard Recovery:
1,4-Dichlorobutane 126 %
•
Comments:
PQL = Practical quantitation limit.
BQL = Below quantitation limit.
EPA Method 601 does not specify other TCL compounds. QC requirements
for this parameter are laboratory derived.
B=Compound in blank.
h:\reports\forms\dconwin\GCF10001.MA Page 2 of 2 u °""e"'°"' ti/T7/96,12:04

lit
IEA .. .,
An Aquarion Company
t
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-03
Project: 527.07 Sample: MW-14
Report Date: 09/17/96 Type: Water
Collected: 09/05/96 Container: VOA
Received: 09/07/96
Analyzed: 09/11/96 Dilution Factor: 1
By: GAM •
PQL Result
Number Compound (ug/L) (ug/L)
1 Bromodichloromethane 1 BQL
2 Bromoform 1 BQL
3 Bromomethane 1 BQL
4 Carbon tetrachloride 1 BQL
5 Chlorobenzene 1 BQL
6 Chloroethane 1 BQL
7 2-Chloroethylvinyl ether 1 BQL
8 Chloroform 1 1
9 •Chloromethane 1 BQL
10 Dibromochloromethane 1 BQL
11 1,2-Dichlorobenzene 1 BQL
12 1,3-Dichlorobenzene 1 BQL
13 1,4-Dichlorobenzene 1 BQL
14 Dichlorodifluoromethane 1 BQL
15 1,1-Dichloroethane 1 BQL
16 1,2-Dichloroethane 1 BQL
17 1,1-Dichloroethene 1 BQL
18 trans-1,2-Dichloroethene 1 BQL
19 1,2-Dichloropropane 1 BQL
20 cis-1,3-Dichloropropene 1 BQL
21 trans-1,3-Dichloropropene 1 BQL
22 Methylene chloride 1 1B
23 1,1,2,2-Tetrachloroethane 1 BQL
24 Tetrachloroethene 1 1
25 1,1,1-Trichloroethane 1 BQL
26 1,1,2-Trichloroethane 1 BQL
27 Trichloroethene 1 47
28 Trichlorofluoromethane 1 BQL
29 Vinyl chloride 1 BQL
Other TCL Compounds: *
30 cis-1,2-Dichloroethene 1 3
•
h:\reports\forms\dconwin\GCF 10001.MA Page 1 of 2 :r.+ °""`�'°"' M/96,12:07

IEA
An Aquarion Company
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-03
•
Project: 527.07 Sample: MW-14
Surrogate Standard Recovery:
1,4-Dichlorobutane 120 %
Comments:
PQL = Practical quantitation limit.
BQL = Below quantitation limit.
EPA Method 601 does not specify other TCL compounds. QC requirements
for this parameter are laboratory derived.
B=Compound in blank.
•
h:\reports\forms\dconwin\GCF10001.MA Page 2 of 2 :a °fliedor` 4' /96,12:07

At. IEA - ..
An Aquarion Company
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-04
Project: 527.07 Sample: R70M25
Report Date: 09/17/96 Type: Water
Collected: 09/05/96 Container: VOA
Received: 09/07/96
Analyzed: 09/12/96 Dilution Factor: 50
By: GAM
PQL Result
Number Compound (ug/L) (ug/L)
1 Bromodichloromethane SO BQL
2 Bromoform 50 BQL
3 Bromomethane 50 BQL
4 Carbon tetrachloride 50 BQL
5 Chlorobenzene 50 BQL
6 Chloroethane 50 BQL
7 2-Chloroethylvinyl ether 50 BQL
8 Chloroform 50 BQL
9 Chloromethane 50 BQL
10 Dibromochloromethane 50 BQL
11 1,2-Dichlorobenzene 50 BQL
12 1,3-Dichlorobenzene 50 BQL
13 1,4-Dichlorobenzene 50 BQL
14 Dichlorodifluoromethane 50 BQL
15 1,1-Dichloroethane 50 BQL
16 1,2-Dichloroethane 50 BQL
17 1,1-Dichloroethene 50 BQL
18 trans-1,2-Dichloroethene 50 BQL
19 1,2-Dichloropropane 50 BQL
20 cis-1,3-Dichloropropene 50 BQL
21 trans-1,3-Dichloropropene 50 BQL
22 Methylene chloride 50 110B
23 1,1,2,2-Tetrachloroethane 50 BQL
24 Tetrachloroethene 50 BQL
25 1,1,l-Trichloroethane 50 BQL
26 1,1,2-Trichloroethane 50 BQL
27 Trichloroethene 50 BQL
28 Trichlorofluoromethane 50 BQL
29 Vinyl chloride 50 BQL
Other TCL Compounds: *
30 cis-1,2-Dichloroethene 50 BQL
h:\reports\forms\dconwin\GCF 10001.MA Page 1 of 2 0 ponied°n feC' rt,/96,13:34

TEA
An Aquarion Company
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. !EA ID: R131-003-04
Project: 527.07 Sample: R70M25
Surrogate Standard Recovery:
1,4-Dichlorobutane 112 %
Comments:
PQL = Practical quantitation limit.
BQL = Below quantitation limit.
EPA Method 601 does not specify other TCL compounds. QC requirements
for this parameter are laboratory derived.
B=Compound in blank.
Quantitation limit elevated due to sample dilution prior to analysis.
Sample diluted due to the presence of non-target compounds. •
•
h:\reports\forms\dconwin\GCF 10001.MA Page 2 of 2 %it °``"`e`'°n`° ' ti1/96,13:34

.,
IEA •
An Aquarion Company
•
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-05
Project: 527.07 Sample: MW-6
Report Date: 09/17/96 Type: Water
Collected: 09/05/96 Container: VOA
Received: 09/07/96
Analyzed: 09/11/96 Dilution Factor: 1
By: GAM
PQL Result
Number Compound (ug/L) (ug/L)
1 Bromodichloromethane I BQL
2 Bromoform 1 BQL
3 Bromomethane I BQL
4 Carbon tetrachloride 1 BQL
5 Chlorobenzene 1 BQL
6 Chloroethane 1 BQL
7 2-Chloroethylvinyl ether 1 BQL
8 Chloroform 1 1
9 Chloromethane 1 BQL
10 Dibromochloromethane 1 BQL
11 1,2-Dichlorobenzene 1 BQL
12 1,3-Dichlorobenzene 1 BQL
13 1,4-Dichlorobenzene 1 BQL
14 Dichlorodifluoromethane 1 BQL
15 1,1-Dichloroethane 1 BQL
16 1,2-Dichloroethane I BQL
17 1,1-Dichloroethene 1 BQL
18 trans-1,2-Dichloroethene 1 2
19 1,2-Dichloropropane 1 4
20 cis-1,3-Dichloropropene 1 BQL
21 trans-1,3-Dichloropropene 1 BQL
22 Methylene chloride 1 BQL
23 1,1,2,2-Tetrachloroethane 1 BQL
24 Tetrachloroethene 1 2
25 1,1,1-Trichloroethane 1 BQL
26 1,1,2-Trichloroethane 1 BQL
27 Trichloroethene 1 13
28 Trichlorofluoromethane 1 10
29 Vinyl chloride 1 BQL
Other TCL Compounds: *
30 cis-1,2-Dichloroethene 1 17
•
Ilk
h:\reports\forms\dconwin\GCF 10001.MA Page 1 of 2 t.0 'flied°"` i4`,/96,13:35

lEA
An Aquanon Company
•
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-05
• Project: 527.07 Sample: MW-6
Surrogate Standard Recovery:
1,4-Dichlorobutane 96 %
Comments:
PQL = Practical quantitation limit.
BQL = Below quantitation limit.
EPA Method 601 does not specify other TCL compounds. QC requirements
for this parameter are laboratory derived.
its
h:\reports\forms\dconwin\GCF10001.MA Page 2 of 2 too °""'ed rec d t °f/96,13:35

:°, IEA . . .i
An Aquarion Company
•
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-06
Project: 527.07 Sample: MW-12 .
Report Date: 09/17/96 Type: Water
Collected: 09/05/96 Container: VOA
Received: 09/07/96
Analyzed: 09/11/96 Dilution Factor: 1
By: GAM
PQL Result
Number Compound (ug/L) (ug/L)
1 Bromodichloromethane 1 BQL
2 Bromoform 1 BQL
3 Bromomethane 1 BQL
4 Carbon tetrachloride 1 BQL
5 Chlorobenzene 1 BQL
6 Chloroethane 1 BQL
7 2-Chloroethylvinyl ether 1 BQL
8 Chloroform 1 BQL
9 Chloromethane 1 BQL
10 Dibromochloromethane 1 BQL
11 1,2-Dichlorobenzene 1 BQL
12 1,3-Dichlorobenzene 1 BQL
13 1,4-Dichlorobenzene 1 BQL
14 Dichlorodifluoromethane 1 BQL
15 1,1-Dichloroethane 1 BQL
16 1,2-Dichloroethane 1 BQL
17 1,1-Dichloroethene 1 BQL
18 trans-1,2-Dichloroethene 1 BQL
19 1,2-Dichloropropane • 1 5
20 cis-1,3-Dichloropropene 1 BQL
21 trans-1,3-Dichloropropene 1 BQL
22 Methylene chloride 1 BQL
23 1,1,2,2-Tetrachloroethane 1 BQL
24 Tetrachloroethene 1 BQL
25 1,1,1-Trichloroethane 1 BQL
26 1,1,2-Trichloroethane 1 BQL
27 Trichloroethene 1 9
28 Trichlorofluoromethane 1 6
29 Vinyl chloride 1 BQL
Other TCL Compounds: *
30 cis-1,2-Dichloroethene 1 11
IPS
h:\reports\forms\dconwin\GCF 10001.MA Page 1 of 2 + : printed on recl tl /96,13:37

TEA
An Aquanon Company
•
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. LEA ID: R131-003-06
Project: 527.07 Sample: MW-12
Surrogate Standard Recovery:
1,4-Dichlorobutane 83 %
Comments:
PQL = Practical quantitation limit.
BQL = Below quantitation limit.
EPA Method 601 does not specify other TCL compounds. QC requirements
for this parameter are laboratory derived.
h:\reports\forms\dconwin\GCF 1000 1.MA Page 2 of 2 e °`N1e4°"' n'tt°f/96,13:37

4*._ IEA ; - ..
An Aquarion Company
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-07
Project: 527.07 Sample: MW-15
Report Date: 09/17/96 Type: Water
Collected: 09/05/96 Container: VOA
Received: 09/07/96
Analyzed: 09/12/96 Dilution Factor: 1
By: GAM
PQL Result
Number Compound (ug/L) (ug/L)
1 Bromodichloromethane 1 BQL
2 Bromoform 1 BQL
3 Bromomethane 1 BQL
4 Carbon tetrachloride 1 BQL
5 Chlorobenzene 1 BQL
6 Chloroethane 1 BQL
7 2-Chloroethylvinyl ether 1 BQL
8 Chloroform 1 BQL
9 Chloromethane 1 BQL
10 Dibromochloromethane 1 BQL
11 1,2-Dichlorobenzene 1 BQL
12 1,3-Dichlorobenzene 1 BQL
13 1,4-Dichlorobenzene 1 BQL
14 Dichlorodifluoromethane 1 BQL
15 1,1-Dichloroethane 1 BQL
16 1,2-Dichloroethane 1 BQL
17 1,1-Dichloroethene 1 BQL
18 trans-1,2-Dichloroethene 1 BQL
19 1,2-Dichloropropane 1 BQL
20 cis-1,3-Dichloropropene 1 BQL
21 trans-1,3-Dichloropropene 1 BQL
22 Methylene chloride 1 BQL
23 1,1,2,2-Tetrachloroethane 1 BQL
24 Tetrachloroethene 1 BQL
25 1,1,1-Trichloroethane 1 BQL
26 1,1,2-Trichloroethane 1 BQL
27 Trichloroethene 1 72
28 Trichlorofluoromethane 1 BQL
29 Vinyl chloride 1 BQL
Other TCL Compounds: *
30 cis-1,2-Dichloroethene 1 BQL
•
h:\reports\forms\dconwin\GCF10001.MA Page 1 of 2 ® °``"sd°"""" f°f/96,13:38

IEA
An Aquarion Company
i
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-07
Project: 527.07 Sample: MW-15
Surrogate Standard Recovery:
1,4-Dichlorobutane 117 %
Comments:
PQL = Practical quantitation limit.
BQL = Below quantitation limit.
EPA Method 601 does not specify other TCL compounds. QC requirements
for this parameter are laboratory derived.
SS
h:\reports\forms\dconwin\GCF10001.MA Page 2 of 2 is °`"18d Of f ec'`' Yf°//96,13:38

IEA . , .,'
An Aquarion Company
•
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-08
Project: 527.07 Sample: R70M24
Report Date: 09/17/96 Type: Water
Collected: 09/05/96 Container: VOA
Received: 09/07/96
Analyzed: 09/12/96 Dilution Factor: 1
By: GAM
PQL Result
Number Compound (ug/L) (ug/L)
1 Bromodichloromethane 1 BQL
2 Bromoform 1 BQL
3 Bromomethane 1 BQL
4 Carbon tetrachloride 1 BQL
5 Chlorobenzene 1 BQL
6 Chloroethane 1 BQL
7 2-Chloroethylvinyl ether 1 BQL
8 Chloroform 1 BQL
9 Chloromethane 1 BQL
10 Dibromochloromethane 1 BQL
11 1,2-Dichlorobenzene 1 BQL
12 1,3-Dichlorobenzene 1 BQL
13 1,4-Dichlorobenzene 1 BQL
14 Dichlorodifluoromethane 1 BQL
15 1,1-Dichloroethane 1 BQL
16 1,2-Dichloroethane 1 BQL
17 1,1-Dichloroethene 1 BQL
18 trans-1,2-Dichloroethene 1 BQL
19 1,2-Dichloropropane 1 BQL
20 cis-1,3-Dichloropropene 1 BQL
21 trans-1,3-Dichloropropene 1 BQL
22 Methylene chloride 1 2B
23 1,1,2,2-Tetrachloroethane 1 BQL
24 Tetrachloroethene 1 BQL
25 1,1,1-Trichloroethane 1 BQL
26 1,1,2-Trichloroethane 1 BQL
27 Trichloroethene 1 73
28 Trichlorofluoromethane 1 BQL
29 Vinyl chloride 1 BQL
Other TCL Compounds: *
30 cis-1,2-Dichloroethene 1 BQL
ips
h:\reports\forms\dconwin\GCF 10001.MA Page 1 of 2 •.. °""t °"` f1 /96,13:40

TEA
An Aquarion Company
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-08
Project: 527.07 Sample: R70M24
Surrogate Standard Recovery:
1,4-Dichlorobutane 128 %
Comments:
PQL = Practical quantitation limit.
BQL = Below quantitation limit.
EPA Method 601 does not specify other TCL compounds. QC requirements
for this parameter are laboratory derived.
B=Compound in blank.
h:\reports\forms\dconwin\GCF 10001.MA Page 2 of 2 %et °"r1ed"1e 11 'Pf7/96,13:40

4t, IEA • . ,
An Aquarion Company
•
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-09
Project: 527.07 Sample: MW-1
Report Date: 09/17/96 Type: Water
Collected: 09/05/96 Container: VOA
Received: 09/07/96
Analyzed: 09/12/96 Dilution Factor: 20
By: GAM
PQL Result
Number Compound (ug/L) (ug/L)
1 Bromodichloromethane 20 BQL
2 Bromoform 20 BQL
3 Bromomethane 20 BQL
4 Carbon tetrachloride 20 BQL
5 Chlorobenzene 20 BQL
6 Chloroethane 20 BQL
7 2-Chloroethylvinyl ether 20 BQL
8 Chloroform 20 BQL
9 Chloromethane 20 BQL
10 Dibromochloromethane 20 BQL
11 1,2-Dichlorobenzene 20 BQL
12 1,3-Dichlorobenzene 20 BQL
13 1,4-Dichlorobenzene 20 BQL
14 Dichlorodifluoromethane 20 BQL
15 1,1-Dichloroethane 20 BQL
16 1,2-Dichloroethane 20 BQL
17 1,1-Dichloroethene 20 BQL
18 trans-1,2-Dichloroethene 20 BQL
19 1,2-Dichloropropane 20 BQL
20 cis-1,3-Dichloropropene 20 BQL
21 trans-1,3-Dichloropropene 20 BQL
22 Methylene chloride 20 54B
23 1,1,2,2-Tetrachloroethane 20 BQL
24 Tetrachloroethene 20 BQL
25 1,1,1-Trichloroethane 20 BQL
26 1,1,2-Trichloroethane 20 BQL
27 Trichloroethee 20 560
28 Trichlorofluoromethane 20 BQL
29 Vinyl chloride 20 BQL
Other TCL Compounds: *
30 cis-1,2-Dichloroethene 20 BQL
•
h:\reports\forms\dconwin\GCF 10001.MA Page 1 of 2 ® °"ed°"`°'T7/96,13:41

TEA
An Aquarion Company
Analysis Report:EPA Method 601 (Volatile Halocarbons)
Client: Resolve Environmental Serv. IEA ID: R131-003-09
Project: 527.07 Sample: MW-I
Surrogate Standard Recovery:
1,4-Dichlorobutane 134 %
Comments:
PQL = Practical quantitation limit.
BQL = Below quantitation limit.
EPA Method 601 does not specify other TCL compounds. QC requirements
for this parameter are laboratory derived.
Quantitation limit elevated due to sample dilution prior to analysis.
Sample diluted due to high concentration of target compounds present.
B = Compound in blank
h:\reports\forms\dconwin\GCF10001.MA Page 2 of 2 tet °°`Ned on feC t7/96,13:41

, TEA .. P
An Aquarion Company '
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: IEA ID: Method Blk(09/11)
Project: Sample:
Report Date: 09/17/96 Type: Water
Collected: Container:
Received:
Analyzed: 09/11/96 Dilution Factor: 1
By: GAM
PQL Result
Number Compound (ug/L) (ug/L)
1 Bromodichloromethane 1 BQL
2 Bromoform 1 BQL
3 Bromomethane 1 BQL
4 Carbon tetrachloride I BQL
5 Chlorobenzene 1 BQL
6 Chloroethane 1 BQL
7 2-Chloroethylvinyl ether 1 BQL
8 Chloroform 1 BQL
9 Chloromethane 1 BQL
10 Dibromochloromethane 1 BQL
11 1,2-Dichlorobenzene 1 BQL
12 1,3-Dichlorobenzene 1 BQL
13 1,4-Dichlorobenzene 1 BQL
14 Dichlorodifluoromethane 1 BQL
15 1,1-Dichloroethane 1 BQL
16 1,2-Dichloroethane 1 BQL
17 1,1-Dichloroethene 1 BQL
18 trans-1,2-Dichloroethene 1 BQL
19 1,2-Dichloropropane 1 BQL
20 cis-1,3-Dichloropropene 1 BQL
21 trans-1,3-Dichloropropene 1 BQL
22 Methylene chloride 1 2
23 1,1,2,2-Tetrachloroethane 1 BQL
24 Tetrachloroethene 1 BQL
25 1,1,1-Trichloroethane 1 BQL
26 1,1,2-Trichloroethane 1 BQL
27 Trichloroethene 1 BQL
28 Trichlorofluoromethane 1 BQL
29 Vinyl chloride 1 BQL
Other TCL Compounds: *
30 cis-1,2-Dichloroethene 1 BQL
•
h:\reports\forms\dconwin\GCF10001.MA Page 1 of 2 7.�i7 °an`edon'ecydVI 1//96,13:43

TEA
An Aquarion Company
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: IEA ID: Method Blk(09/11)
Project: Sample:
Surrogate Standard Recovery:
1,4-Dichlorobutane 127 %
Comments:
PQL = Practical quantitation limit.
BQL = Below quantitation limit.
EPA Method 601 does not specify other TCL compounds. QC requirements
for this parameter are laboratory derived.
Corresponding Samples: R131-003-01,R131-003-02,R131-003-03,
R131-003-05,R131-003-06,R131-003-07
•
h:\reports\forms\dconwin\GCF 10001.MA Page 2 of 2 toot
oo a eCY"

..t
IEA , , . .
An Aquarion Company
e
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: IEA ID: Method Blk(09/12)
Project: Sample:
Report Date: 09/17/96 Type: Water
Collected: Container:
Received:
Analyzed: 09/12/96 Dilution Factor: 1
By: GAM
PQL Result
Number Compound (ug/L) (ug/L)
1 Bromodichloromethane 1 BQL
2 Bromoform 1 BQL
3 Bromomethane 1 BQL
4 Carbon tetrachloride 1 BQL
5 Chlorobenzene 1 BQL
6 Chloroethane 1 BQL
7 2-Chloroethylvinyl ether 1 BQL
8 Chloroform 1 BQL
9 Chloromethane 1 BQL
10 Dibromochloromethane 1 BQL
11 1,2-Dichlorobenzene 1 BQL
12 1,3-Dichlorobenzene 1 BQL
13 1,4-Dichlorobenzene 1 BQL
14 Dichlorodifluoromethane 1 BQL
15 1,1-Dichloroethane 1 BQL
16 1,2-Dichloroethane 1 BQL
17 1,1-Dichloroethene 1 BQL
18 trans-1,2-Dichloroethene 1 BQL
19 1,2-Dichloropropane 1 BQL
20 cis-1,3-Dichloropropene 1 BQL
21 trans-1,3-Dichloropropene 1 BQL
22 Methylene chloride 1 2
23 1,1,2,2-Tetrachloroethane 1 BQL
24 Tetrachloroethene 1 BQL
25 1,1,1-Trichloroethane 1 BQL
26 1,1,2-Trichloroethane 1 BQL
27 Trichloroethene 1 BQL .
28 Trichlorofluoromethane 1 BQL
29 Vinyl chloride 1 BQL
Other TCL Compounds: *
30 cis-1,2-Dichloroethene 1 BQL
•
h:\reports\forms\dconwin\GCF 10001.MA Page 1 of 2 ® p.rated°",e VY/1//96,13:45

•
r TEA
An Aquarion Company
Analysis Report: EPA Method 601 (Volatile Halocarbons)
Client: IEA ID: Method Blk(09/12)
Project: Sample:
Surrogate Standard Recovery:
1,4-Dichlorobutane 100 %
Comments:
PQL = Practical quantitation limit.
BQL = Below quantitation limit.
EPA Method 601 does not specify other TCL compounds. QC requirements
for this parameter are laboratory derived.
Corresponding Samples: R131-003-04,R131-003-08,R131-003-09
n
h:\reports\forms\dconwin\GCF 10001.MA Page 2 of 2 ••• Prated°"""VIY''f/96,13:45

3000 WESTON PKWY. CHAIN OF CUSTODY RECORD-iiii I EA -
CARY N.C.27513
PH# 919-677-0090
'''� r'EGUL'ATORY'CLASSIFICATIOM''PLEASE SPECIP L J 4 3
An Aquanon Company FAX# [phone] �"
❑ NPDES [] DRINKING WATER ❑ RCRA ❑ OTHER
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FAX c6-/ ID :704-867-0120
JAN 22 '98
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18 :05 No .006 P .01
City of Gastonia
PO Box 1748
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GASTONIA ID :704-867-0120 JAN 22 '98 18 :06 No .006 P .02
itary $.cwer. l'a111�p.$tll ?ll at�l�ti'�V"i l' Sj�lc>'r Ivnass ) pa_. tin( lcan Trial ur'l'yl,c - ttsc Auachn,cns ii•Nccded)
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t rt�l the Spill/Bypass reach the Surface Waters.? ( -Yeti O N.J lI yes,please, list the following;
Vtilunie Reaching Surface Waters: _1SZU..Gal...c....---- Surface Water Name: Crowders Creek_
I)id the Spill/Bypass result in a Fish Kill`? (c) Yrti--('.i no. --- . ..-----.----.._.... .
I..���,ttsn!)•of t).K.Spi11/13y'l, r:
Crowders Creek Out[all
(.'al. stf the SpillSpiligly.aaw
Stopage in 8" gravity line
Stopped with grease and debrie
{24 ibe_ 1 _Repairs Made;
podded sewer line with sewer redder
\f lit!.L]r! li.1.001)1Ri!).S12iIi. l•r la.tslc 1t).?c.,1litan.oiliateaji Site:
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DWQ Requested wi Ad4i'iiunal \\'tiucn Kcpurt: iQ No•J
if Yes, \Vhat Additional Information is Needed: .
PAS_._ _.....,
Spilllti)PAS Rel,otting Foot 8/..01

State of North Carolina
Department of Environment,
Health and Natural Resources •
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary p H N F
A. Preston Howard, Jr., P.E., Director ENV!' ' .
December 1, 1997
DEC t" 1991
Mr. Layton Schuh
Environmental Manager Uk1
CR Industries
4307 York Road
Gastonia, North Carolina 28053-1767
Subject: NPDES Permit Application
Permit No. NC0004260
CR Industries
Gaston County
Dear Mr. Schuh:
The Division of Water Quality/NPDES Unit received your application and supporting
information on December 2, 1996. Action on the application was suspended while CR
Industries was adjudicating their permit which was issued November 25, 1996. CR
Industries and the Division were able to resolve several issues without legal involvement and
this resulted in a permit modification which was issued April 11, 1997. With receipt of this
modification, CR Industries agreed to withdraw its adjudication.
The Division requested (via letter dated October 6, 1997) that the applicant examine
alternatives to surface water discharge. Regionalization is encouraged by the Division,
particularly in instances where connection of one discharge to a large wastewater treatment
facility appears to be a viable option. CR Industries has indicated to the Division that
alternatives to surface water discharge are calculated to be cost prohibitive. The Division
may concur with CR Industries' assessment, but requests that an alternatives analysis be
submitted.
Refer to the subject permit application number when providing the requested
information. Please submit three copies of all information to my attention at
the address below. Also, please note that failure to provide this additional information
by January 2, 1997, will subject your application to being returned as incomplete, in
accordance with 15A NCAC 2H .0208.
Sincerely,
Cee-tA--)
/72._David A. Goodrich, Supervisor
NPDES Group
cc:
Permit File NC0004260
Landon Davidson, Mooresville Regional Office, Groundwater Section
Bruce Amig, Coltech Industries
P.U. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

E° •State of North Carolina c `i;T `
a
Department of Environment,
- Health and Natural Resources APR 1997 ��+��, 4 •
Division of Water Quality >:' ". ..
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary LE E H N
A. Preston Howard, Jr., P.E., Director
April 11, 1997
Mr. Layton Schuh
Environmental Manager
CR Industries
4307 York Road
Gastonia, 28053-1767
Subject: NPDES Permit Modification
Permit No. NC0004260
CR Industries
Gaston County
Dear Mr. Schuh:
This letter serves as documentation of discussions between yourself and members of our staff.
Review of the permit development calculations for some of the toxicant limits indicated an error.
This error was corrected,the limits have been revised, and a modified Effluent Limitations and Monitoring
Requirements sheet is enclosed.
The Notice of Withdrawl of Petition is also enclosed. As was confirmed during a telephone
conversation between Paul Clark of our staff and yourself; CR Industries and the Division were able to
resolve issues pertaining to the adjudication during the March 27, 1997 meeting between Dave Goodrich
and Paul Clark of our staff and Larry Kagel and yourself. Thus,CR Industries has decided it would
withdraw its adjudication of the above-referenced permit upon receipt of the enclosed permit modification.
Please find enclosed the modified section of the permit referenced in the preceding paragraph.
Replace the original sections in your permit with the newer enclosed sections and discard the original
sections. All other terms and conditions contained in the original permit remain unchanged and in full
effect. These permit modifications are issued pursuant to the requirements of North Carolina General
Statutes 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency.
If any parts, measurement frequencies or sampling requirements contained in this permit
modification 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,an filed with the Office of
Administrative Hearings, Post Office Drawer 27447,Raleigh, North Carolina 27611-7447. Unless such
demand is made this decision shall be final and binding.
P.O. Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

•
STATE OF NORTH CAROLINA IN THE 01-tICE OF
ADMINISTRATIVE HEARINGS
N.C. lli:rT. O:'
COUNTY OF =eaviRcr.,4".v.•F. IfF,A1.7.1:
NATU`.A.I. ,r)T > :F;
FILE N O.
APR 23 1997
DIVI� a,'•°4CSEN'
Petitioner, UFErCE
v. NOTICE OF WITHDRAWAL
OF PETITION
DEPARTMENT OF ENVIRONMENT,
HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
Respondent.
Petitioner hereby withdraws its petition for a contested case hearing. No further proceedings
are needed or required to resolve the contested case captioned above.
This the day of , 19_.
Petitioner/Authority for Petitioner
CERTIFICATE OF SERVICE
I hereby certify that I have this day filed an original and one copy of this NOTICE OF
WITHDRAWAL in the Office of Administrative Hearings at the address specified below and that I
have, by first class mail, served a copy of the same on counsel for the Respondent at the address
specified below:
Office of Administrative Hearings Anita L. Quigless
Post Office Drawer 27447 Assistant Attorney General
Raleigh, North Carolina 27611-7447 North Carolina Department of Justice
Post Office Box 629
Raleigh, North Carolina 27602-0629
Date Petitioner/Attorney for Petitioner

r ,
•
°O--
Sm ' ) State of North Carolina
Department of Environment,
Health and Natural Resources ` • •
Division of Environmental Management r1I
James B. Hunt, Jr., Governor —
Jonathan B. Howes, Secretary p E H NFl
A. Preston Howard, Jr., P.E., Director
N.C. ��T�' nr
ENVIR()Ni .r; +T.TH,
& NATURAL ! r c1:s
April 26, 1995
MAY 1995
Mr. Robert L. Werts
CR Industries ; M41fSEMEI1T
4307 South York Road
Gastonia, North Carolina 28053-1767
Subject: NPDES Permit Issuance
Permit No. NC0004260
CR Industries
Gaston County
Dear Mr. Werts:
In accordance with your application for a discharge permit, the Division is forwarding
herewith the subject state - NPDES 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 US Environmental Protection agency dated December 6, 1983.
In response to your original request to remove cadmium, chromium and silver parameters
from your permit, after review of the Code of Federal Regulation Part 433 for Metal Finishing
Point Sources, cadmium, chromium and silver must continue to be a part of the NPDES permit.
However, based on past data, monitoring frequency for cadmium and chromium will be reduced to
twice per month.
In response to your comment letter of June 1, 1994 regarding the draft permit, the following
will respond to your questions in the order that you posed them. The Division concurs with a
reduction of monitoring frequency for BOD5, Dissolved Oxygen, TSS, NH3 as N and Fecal
Coliform as requested. Language in Condition G has been changed to require connection to the
Crowders Creek Plant if that facility is compliant with its NPDES permit to my satisfaction and it
is economically and environmentally feasible for your treatment facility to do so. This was the
decision rendered after considering the public comments at the January 25, 1995 public meeting
and the hearing officer's recommendations. In response to extending the permit expiration to five
years from the state three years, the Division is handling your facility as part of a basinwide
management plan. To insure all facilities within the basin have the same expiration date, the
expiration date of this permit has been shortened for this cycle only. With implementation of the
basinwide permitting schedule, the next permit will be issued for five years.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%post-consumer paper

i 1
Mr. Robert L. Werts
April 26, 1995
Page Two
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, Post Office Drawer 27447, Raleigh, North Carolina 27611
-7447. Unless such demand is made, this decision shall be final and binding.
Please take notice this permit is not transferable. Part II, B.2. addresses the requirements to
be followed in case of change in ownership or control of this discharge.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Environmental Management or permits required by the Division of
Land Resources, 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 Charles Alvarez at telephone
number 919/733-5083.
Sincerely,
Original Signed By
A. Preston Howard, Jr.
A. Preston Howard, Jr., P. E.
cc: Central Files
Mr. Roosevelt Childress, EPA
Permits and Engineering Unit
Facilities Assessment Unit
Aquatic Survey and Toxicology Unit
Nancy Matherly, City of Gastonia

Permit No. NC0004260
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision 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,
CR Industries
is hereby authorized to discharge wastewater froni Tfacility located at
CR Industries
the intersection of US Highway 321 and NCSR 1103
south of Gastonia
Gaston County
to receiving waters designated as Crowders Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective June 1, 1995
This permit and the authorization to discharge shall expire at midnight on September 30, 1996
Signed this day April 26, 1995
Original Signed BY
h. Preston Howard, Jr.
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0004260
SUPPLEMENT TO PERMIT COVER SHEET
CR Industries
is hereby authorized to:
1. Continue to operate the domestic wastewater treatment plant consisting of a comminutor, bar
screen, aeration basin, secondary clarifier with sludge return, and chlorination facilities; continue
to operate the existing oil/water separator; and continue to operate a physical-chemical
wastewater treatment facility to be operated in conjunction with the existing facility consisting of
an equalization basin, pH adjustment, alum and lime feed units and mixing basin, dissolved air
flotation, mechanical screens, sludge holding tank and sludge filter press located at CR
Industries, the intersection of US Highway 321 and NCSR 1103, south of Gastonia, Gaston
County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into Crowders
Creek which is classified Class C waters in the Catawba River Basin.

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A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0004260
During the period beginning on the effective date of the permit and lasting until expiration,the Permittee is authorized to discharge from -
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Lbs/day Units (specifyl Measurement Sample *Sample
Mon. Avg. Daily Max Mon. Avg. Daily Max. Frequency Type Location
Flow 0.148 MGD Continuous Recorder E
BOD, 5 Day, 20 °C 37.0 55.5 Weekly Composite E
Dissolved Oxygen Weekly Grab E,U,D
TSS 31.0 mg/I 60.0 mg/I Weekly Composite E
NH3 as N Weekly Composite E
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Weekly Grab E,U,D
Oil and Grease 26.0 mg/I 52.0 mg/I Weekly Grab E
Temperature Daily Grab E,U,D
Phenols Monthly Grab E
Conductivity Weekly Grab U,D
Total Nitrogen (NO2+NO3+TKN) Quarterly Composite E
*Sample locations: E- Effluent,U- Upstream at the bridge at NCSR 1103,D - Downstream of discharge 2.5 miles
Upstream and Downstream monitoring is to be conducted three times a week during June,July, August and September,and once per week
during the rest otf the year.
** Chronic Toxicity (Ceriodaphnia) P/F at 3.3%; February, May, August and November; See Part III, Condition E.
*** In lieu of monitoring for TTO, the permittee may submit the following certification statement: "Based on my inquiry of the person or
persons directly responsible for managing compliance with the permit limitation for total toxic organics,I certify that, to the best of my
knowledge and belief, no dumping of concentrated toxic organics into the wastewater has occurred since the filing of the last discharge
monitoring report".
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
d

•
A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0004260
During the period beginning on the effective date of the permit and lasting until expiration,the Permittee is authorized to discharge from -
outfall(s) serial number 001. (Continued)
Effluent Characteristics Discharge Limitations Monitoring Requirements
Lbs/day Other Units (specifyl Measurement Sample *Sample
Mon. Avg. Daily Max Mon. Avg. Daily Max. Frequency Type Location
Total Phosphorus Quarterly Composite E
Chronic Toxicity** Quarterly Composite E
Total Toxic Organics*** 2.13 mg/I Weekly Grab E
Chromium 150.0 µg/I 2/Month Composite E
Cadmium 28.0 µg/I 2/Month Composite E
Copper 2.17 mg/I 3.38 mg/I Weekly Composite E ''5
Lead 140.0 µg/I Weekly Composite E
Nickel 700.0 µg/I Weekly Composite E
Silver 0.24 mg/I 0.43 mg/I Weekly Composite E
Zinc 1.48 mg/I 2.61 mg/I Weekly Composite E
Cyanide 70.0 µg/I Weekly Grab E
Iron Monthly Composite E

PART I
Section B. Schedule of Compliance
1. The permittee shall comply with Final Effluent Limitations specified for discharges in
accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the permit unless
specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above schedule of compliance,
the permittee shall submit either a report of progress or, in the case of specific actions being
required by identified dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial actions taken, and the
probability of meeting the next schedule requirements.

Part II
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. DEFINITIONS
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
2. DEM or Division
Means the Division of Environmental Management,Department of Environment, Health and
Natural Resources.
3. EMC
Used herein means the North Carolina Environmental Management Commission.
4. Act or"the Act"
The Federal Water Pollution Control Act,also known as the Clean Water Act, as amended, 33
USC 1251, et. seq.
5. Mass/Dv Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during a calendar month on which daily discharges are sampled
and measured, divided by the number of daily discharges sampled and/or measured during
such month. It is therefore, an arithmetic mean found by adding the weights of the
pollutant found each day of the month and then dividing this sum by the number of days
the tests were reported. The limitation is identified as "Monthly Average" in Part I of the
permit.
•
b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar week (Sunday - Saturday) on which daily discharges
are sampled and measured, divided by the number of daily discharges sampled and/or
measured during such week. It is, therefore, an arithmetic mean found by adding the
weights of pollutants found each day of the week and then dividing this sum by the
number of days the tests were reported. This limitation is identified as "Weekly Average"
in Part I of the permit.
c. The "maximum daily discharge"is the total mass (weight)of a pollutant discharged during
a calendar day. If only one sample is taken during any calendar day the weight of pollutant
calculated from it is the "maximum daily discharge." This limitation is identified as "Daily
Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar year on which daily discharges are sampled and
measured,divided by the number of daily discharges sampled and/or measured during such
year. It is, therefore, an arithmetic mean found by adding the weights of pollutants found
each day of the year and then dividing this sum by the number of days the tests were
reported. This limitation is defined as "Annual Average" in Part I of the permit.

Part II
Page 2 of 14
6. Concentration Measurement
a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum of
the concentrations of all daily discharges sampled and/or measured during a calendar month
on which daily discharges are sampled and measured, divided by the number of daily
discharges sampled and/or measured during such month (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value)of all the samples collected during that calendar day. The average monthly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar month. This limitation is identified as "Monthly Average"under"Other Limits"in
Part I of the permit.
b. The "average weekly concentration,"other than for fecal coliform bacteria,is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar week
(Sunday/Saturday) on which daily discharges are sampled and measured divided by the
number of daily discharges sampled and/or measured during such week(arithmetic mean of
the daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted by
flow value)of all the samples collected during that calendar day. The average weekly count
for fecal coliform bacteria is the geometric mean of the counts for samples collected during
a calendar week. This limitation is identified as "Weekly Average" under"Other Limits"in
Part I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant discharge during a
calendar day. If only one sample is taken during any calendar day the concentration of
pollutant calculated from it is the "Maximum Daily Concentration". It is identified as
"Daily Maximum" under"Other Limits" in Part I of the permit.
d. The "average annual concentration,"other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar year on
which daily discharges are sampled and measured divided by the number of daily
discharges sampled and/or measured during such year (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day . The average yearly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar year. This limitation is identified as "Annual Average" under "Other Limits" in
Part I of the permit.
e. The "daily average concentration" (for dissolved oxygen)is the minimum allowable amount
of dissolved oxygen required to be available in the effluent prior to discharge averaged
over a calendar day. If only one dissolved oxygen sample is taken over a calendar day, the
sample is considered to be the "daily average concentration" for the discharge. It is
identified as "daily average"in the text of Part I.
f. The "quarterly average concentration" is the average of all samples taken over a calendar
quarter. It is identified as "Quarterly Average Limitation" in the text of Part I of the permit.
g. A calendar quarter is defined as one of the following distinct periods: January through
March, April through June, July through September, and October through December.

Part II
Page 3 of 14
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow,
averaged monthly. It is determined as the arithmetic mean of the total daily flows recorded
during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time of sampling,
when both the sample and flow will be representative of the total discharge.
c. A "continuous flow measurement" is a measure of discharge flow from the facility which
occurs continually 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.
8. Types of Samples
a. Composite Sample: A composite sample shall consist of:
(1) 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
(2) 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 flow recorder and totalizer, and the present gallon interval between sample
collection fixed at no greater than 1/24 of the expected total daily flow at the treatment
system, or
(3) a single, continuous sample collected over a 24 hour period proportional to the rate of
flow.
In accordance with (1) above, the time interval between influent grab samples shall be no
greater than once per hour, and the time interval between effluent grab samples shall be no
greater than once per hour except at wastewater treatment systems having a detention time
of greater than 24 hours. In such cases, effluent grab samples may be collected at time
intervals evenly spaced over the 24 hour period which are equal in number of hours to the
detention time of the system in number of days. However,in no case may the time interval
between effluent grab samples be greater than six (6) hours nor the number of samples less
than four(4) during a 24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time not
exceeding 15 minutes; the grab sample can be taken manually. Grab samples must be
representative of the discharge or the receiving waters.
9. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the
individual values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of
the individual values where N is equal to the number of individual values. The geometric
mean is equivalent to the antilog of the arithmetic mean of the logarithms of the individual
values. For purposes of calculating the geometric mean, values of zero (0) shall be
considered to be one (1).

Part II
Page 4 of 14
c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective flows.
10. Calendar Day
A calendar day is defined as 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.
11.Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116 pursuant to
Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1)of the Clean Water Act.
SECTION B. GENERAL CONDITIONS
1. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial of a permit renewal
application.
a. The permittee shall comply with effluent standards or prohibitions established under
section 307(a) of the Clean Water Act for toxic pollutants and with standards for sewage
sludge use or disposal established under section 405(d) of the Clean Water Act 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.
b. The Clean Water Act provides that any person who violates a permit condition is subject to
a civil penalty not to exceed $25,000 per day for each violation. Any person who
negligently violates any permit condition is subject to criminal penalties of $2,500 to
$25,000 per day of violation, or imprisonment for not more than 1 year, or both. Any
person who knowingly violates permit conditions 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. Also,
any person who violates a permit condition may be assessed an administrative penalty not
to exceed $10,000 per violation with the maximum amount not to exceed$125,000. [Ref:
Section 309 of the Federal Act 33 U.S.C. 1319 and 40 CFR 122.41 (a)]
c. Under state law, a civil penalty of not more than ten thousand dollars ($10,000) 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. [Ref: North Carolina General Statutes
§ 143-215.6A]
d. Any person may be assessed an administrative penalty by the Administrator for violating
section 301, 302, 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. Administrative penalties for Class I violations are not to exceed$10,000 per violation,
with the maximum amount of any Class I penalty assessed not to exceed $25,000.

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Penalties for Class II violations are not to exceed $10,000 per day for each day during
which the violation continues, with the maximum amount of any Class II penalty not to
exceed $125,000.
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 which has a reasonable likelihood of adversely affecting
human health or the environment.
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, C-4) and "Power Failures"
(Part II, 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 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 permittee is responsible for consequential damages, such as fish kills, even
though the responsibility for effective compliance may be temporarily suspended.
5. 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.
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. Severability
The provisions of this permit are severable, and 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.
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 to be kept by this permit.

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9. Duty to Reapply
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.
10. Expiration of 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 Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be
signed and certified.
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
employing more than 250 persons or having gross annual sales or expenditures
exceeding 25 million (in second quarter 1980 dollars), if 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.
b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described 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.

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c. Certification. Any person signing a document under paragraphs a. or b. of this section
shall make the following certification:
"I certify, under penalty of law,that this document and all attachments were prepared under
my direction or supervision in accordance with a system designed to assure that qualified
personnel properly 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.
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; Title 1SA of the North Carolina Administrative Code, Subchapter 2H .0100; and
North Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this facility,
whether for operation or discharge, are hereby revoked by issuance of this permit. [The
exclusive authority to operate this facility arises under this permit The authority to operate the
facility under previously issued permits bearing this number is no longer effective. ] The
conditions, requirements, terms, and provisions of this permit authorizing discharge under the
National Pollutant Discharge Elimination System govern discharges from this facility.
SECTION C. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Certified Operator
Pursuant to Chapter 90A-44 of North Carolina General Statutes, and upon classification of the
facility by the Certification Commission, the permittee shall employ a certified wastewater
treatment plant operator in responsible charge (ORC) of the wastewater treatment facilities.
Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the wastewater treatment facilities by the Certification Commission.
The permittee must also employ a certified back-up operator of the appropriate type and any
grade to comply with the conditions of Title 15A,Chapter 8A .0202. The ORC of the facility
must visit each Class I facility at least weekly and each Class II, III, and IV facility at least
daily, excluding weekends and holidays, and must properly manage and document daily
operation and maintenance of the facility and must comply with all other conditions of Title
15A, Chapter 8A .0202. Once the facility is classified,the permittee shall submit a letter to the
Certification Commission which designates the operator in responsible charge within thirty
days after the wastewater treatment facilities are 50%complete.

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2. Proper Operation and Maintenance
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 operation of back-up or auxiliary facilities or similar systems which are
installed by a permittee only when the operation is necessary to achieve compliance with the
conditions of the permit.
3. Need to Halt or Reduce 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.
4. Bypassing of Treatment Facilities
a. Definitions
(1) "Bypass" means 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.
(2) "Severe property damage" means 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 does not mean economic loss caused by
delays in production.
b. Bypass not exceeding limitations.
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 c. and d. of this section.
c. Notice
(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 affect of the bypass.
(2)Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass as
required in Part II, E. 6. of this permit. (24 hour notice).
d. Prohibition of Bypass
(1) Bypass 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

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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 c. of this section.
(2)The Permit Issuing Authority may approve an anticipated bypass, after considering its
adverse affects, if the Permit Issuing Authority determines that it will meet the three
conditions listed above in Paragraph d. (1) of this section.
5. Upsets
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors
beyond the reasonable control of the permittee. An upset does not include noncompliance
to the extent caused by operational error, improperly designed treatment facilities,
inadequate treatment facilities, lack of preventive maintenance, or careless or improper
operation.
b. Effect of an upset.
An upset constitutes an affirmative defense to an action brought for noncompliance with
such technology based permit effluent limitations if the requirements of paragraph c.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.
c. Conditions necessary for a demonstration of upset.
A 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) (B) of this
permit.
(4)The permittee complied with any remedial measures required under Part U, B. 2.of this
permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an upset
has the burden of proof.
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

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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
reopened and modified, or revoked and reissued,to incorporate applicable requirements at 40
CFR Part 503. The permittee shall comply with applicable 40 CFR Part 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 permittee
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 DEM
Regulation,Title 15A, North Carolina Administrative Code, Subchapter 2H, .0124 Reliability,
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
1. 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
which 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.
2. Reporting
•
Monitoring results obtained during the previous month(s) shall be summarized for each month
and reported on a monthly Discharge Monitoring Report (DMR)Form (DEM No. MR 1,1.1, 2,
3) or alternative forms approved by the Director,DEM,postmarked no later than the 30th day
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:
Division of Environmental Management
Water Quality Section
ATTENTION: Central Files
Post Office Box 29535
Raleigh, North Carolina 27626-0535
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 are 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

•
Part II
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discharge volumes. Once-through condenser cooling water flow which is 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
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 Federal Water
Pollution Control Act,as Amended,and Regulation 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
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 Tampering
The Clean Water Act 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
by imprisonment for not more than twoyearsper violation,o a
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.
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 and all original strip
chart recordings for continuous monitoring instrumentation, copies of all reports required by
this permit, 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.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the
permittee shall record the following information:
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.

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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;
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 Clean Water Act, any substances or parameters at any
location.
SECTION E. REPORTING REQUIREMENTS
1. 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.
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. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for determining
whether a facility is a new source in 40 CFR Part 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 which are subject neither to
effluent limitations in the permit,nor to notification requirements under 40 CFR Part 122.42
(a) (1).
c. The alteration or addition results in a significant change in the permittee's sludge use or
disposal practices, and such alternation, 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 in the permitted
facility or activity which may result in noncompliance with permit requirements.

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4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director
may require modification or revocation and reissuance of the permittee and incorporate such
other requirements as may be necessary under the Clean Water Act.
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report(DMR)(See Part II.
D. 2 of this permit)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 the permit, using
test procedures specified in Part II, D. 4. of this permit or in the case of sludge use or
disposal, approved under 40 CFR 503, or as specified in this permit, the results of this
monitoring shall be included in the calculation and reporting of the data submitted in the
DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified by the Director in the permit.
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger 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.
•
b. The following shall be included as information which must be reported within 24 hours
under this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(2)Any upset which exceeds any effluent limitation in the permit.
•
(3)Violation of a maximum daily discharge limitation for any of the pollutants listed by the
Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case-by-case basis for reports under
paragraph b. above of this condition if the oral report has been received within 24 hours.
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.

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8. 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.
9. Noncompliance 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
directly to receiving waters 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 in letter form
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 of Environmental Management. 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 Clean Water Act 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 $10,000 per
violation,or by imprisonment for not more than two years per violation,or by both.

PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant shall be begun until
Final Plans and Specifications have been submitted to the Division of Environmental
Management and written approval and Authorization to Construct has been issued.
B. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of Environmental
Management, conduct groundwater monitoring as may be required to determine the
compliance of this NPDES permitted facility with the current groundwater standards.
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:
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";
(1) One hundred micrograms per liter(100 ug/l);
(2)Two hundred micrograms per liter (200 ug/l) for acrolein and acrylonitrile; five
hundred micrograms per liter (500 ug/l) for 2.4-dinitrophenol and for 2-methyl-4.6-
dinitrophenol; and one milligram per liter(1 mg/1) for antimony;
(3) Five (5) 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";
(1)Five hundred micrograms per liter(500 ug/1);
(2) One milligram per liter(1 mg/1) for antimony;
(3) Ten (10) times the maximum concentration value reported for that pollutant in the
permit application.
D. Requirement to Continually Evaluate Alternatives to Wastewater Discharges
The permittee shall continually 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
sixty (60) days of notification by the Division.

•
Part III Permit No. NC0004260
E. CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT(QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure- Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 3.3% (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform quarterly monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed after thirty days from the effective date
of this permit 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.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management 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 and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
F. Nutrient Condition for Permits Without Phosphorus Limits
This permit may be modified, or revoked and reissued to include an effluent limitation on nutrients
for this discharge depending upon the following:
1. The findings of a study by the Division of Environmental Management determine nutrient
control is necessary.
2. Local actions do not successfully reduce the nutrient loading on the receiving waters.
3. The onset of problem conditions in the receiving waters.

•
G. This discharge has been targeted for removal from the Crowders Creek drainage basin through
connection to the City of Gastonia Crowders Creek Wastewater Treatment Facilities. Upon the
demonstration of compliance with NPDES Permit NC0074268 by the Crowders Creek Wastewater
Treatment Facility to the satisfaction of the Director of Environmental Management and the
availability of a sewer connection to the Crowders Creek system as the most environmentally
sound alternative of the reasonably cost-effective alternatives this discharge shall be eliminated
within one hundred eighty(180) days of notification by the Division.

PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee within 30
(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)(4)may cause this Division to initiate action to
revoke the permit.

•
State of North Carolina 1C9-)
Department of Environment,
Health and Natural Resources tA
Division of Water Quality
James B. Hunt, Jr., Governor Ammimmiiimm
Jonathan B. Howes, Secretary p E H N F .
A. Preston Howard, Jr., P.E., Director -
Pr=�.,A IV
November 25, 1996 r u
r^Mr.Layton Schuh pEL '� i ';�0
Environmental Manager ,; ,i 0
CR Industries , . .
rn
4307 York Road i Office
Gastonia,North Carolina 28053-1767 �:C�iu' "
Subject: NPDES Permit Issuance
Permit No.NC0004260
CR Industries
Gaston County
Dear Mr. Schuh:
In accordance with the application for a discharge permit received on March 25, 1996,the Division is
forwarding herewith the subject NPDES 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 December 6, 1983.
The Division received the November 12, 1996 letter from Karen Heater(Resolve Environmental)
stating CR Industries' intent to modify NPDES Permit No. NC0004260. As Paul Clark of our staff
discussed with Karen Heater, the Division requests additional information before the modification
application is considered complete. Specifically, the Division requests that an alternatives analysis be
conducted which addresses; connection to a POTW, use of a subsurface infiltration gallery, and use of a
spray irrigation system. This alternatives analysis should examine not only the flow generated by the
groundwater remediation, but CR Industries' entire wastewater flow. Groundwater monitoring analytical
results should also be sent to the Division so that the groundwater contamination constituents can be
identified. The method(s)used to analyze the groundwater should be provided along with the results.
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,
Post Office Drawer 27447, Raleigh, North Carolina 27611-7447. Unless such demand is made, this
decision shall be final and binding.
Please take note that this permit is not transferable. Part II, E.4. addresses the requirements to be
followed in case of change in ownership or control of this discharge.
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 or any other Federal or
Local governmental permit that may be required.
r l?
P.O.Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

s - 1
Mr. Schuh
November 25, 1996
Page 2
If you have any questions concerning this permit,please contact Paul B. Clark at telephone number
[phone], extension 580.
Sincerely,
Original Signed By
David A. Good;:ch
A. Preston Howard, Jr., P.E.
Enclosures
cc: Central Files
Mr. Roosevelt Childress,EPA
Permits and Engineering Unit
Facility Assessment Unit
Aquatic Survey and Toxicology Unit

Permit No. NC0004260
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision 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,
CR Industries
is hereby authorized to discharge wastewater from a facility located at
the intersection of US Highway 321 and NCSR 1103
south of Gastonia
Gaston County
to receiving waters designated as Crowders Creek in the Catawba 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 January 1, 1997
This permit and the authorization to discharge shall expire at midnight on September 30, 2001
Signed this day November 25, 1996
Original Signed By
• David A. Go^drich
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

.` .,
Permit No. NC0004260
SUPPLEMENT TO PERMIT COVER SHEET
CR Industries
is hereby authorized to:
1. Continue to discharge 0.148 MGD of treated wastewater from treatment facilities. A
package plant for treating domestic wastewater consists of a comminutor, bar screen, diffused
aeration basin and clarifier which empties to an aerated lagoon. The industrial wastewater
treatment process consists of a mechanical oil skimmer which empties to the previously
mentioned aerated lagoon, combining with the domestic wastewater. At this point both
industrial and domestic wastewater are further treated via pH adjustment and aluminum
addition, dissolved air floatation (DAF), pH adjustment for the effluent, mechanical
screening, ultrasonic flow measurement, a sludge holding tank and a sludge filter press.
These treatment systems are located at CR Industries, the intersection of US Highway 321
and NCSR 1103, south of Gastonia, Gaston County (See Part III of this permit), and
2. Discharge from said treatment system at the location specified on the attached map into
Crowders Creek (Class C) in the Catawba River Basin.

•
� Aso _ • '� • • • •
, P..• ‘--- ' - - -, f ----.-c-----.---,-- , 4 .141 7 r , r .••••• ; !' 4. : ''' ,--;d'--
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' N. 1 it (/ %� 'r 211
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•.:ii • , . ':....._---- ,,,,:,_, „,,,: ,,\ , ___:::._::.,.._,-----7,:Pl. _,..N..',,,...__________________/t
N J
ROAD CLASSIFICATION SCALE 1 :24 000
PRIMARY HIGHWAY LIGHT-DUTY ROAD.HARD OR 0 1 MILE
HARD SURFACE NIMIIIMINIMEN IMPROVED SURFACE
(¢ ,. 'ri 1 A K-w ,
SECONDARY HIGHWAY 0 7000 FEET
HARD SURFACE I UNIMPROVED ROAD = _ = I �
1 0 1 KILOMETER
Latitude 35°11'42" Longitude 81°13'23" "''' F------1 _____I
Map # G14NW Sub-basin 030837 CONTOUR INTERVAL 10 FEET
Stream Class C
QUAD LOCATION CR Industries
Discharge Class NC0004260
Receiving Stream Crowders Creek/Catawba River Gaston County
Design 0 0.148 MOD Permit expires 9/30/01 WWTP

A(1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Permit No. NC0004260
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number
001. Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT LIMITS MONITORING REQUIREMENTS
CHARACTERISTICS
Lbs/Day Lbs/Day Units Units
(specify) (specify)
Monthly Daily Monthly Daily Measurement Sample Sample
Average Maximum , Average Maximum Frequency Type Location1
Flow 0.148 MGD Continuous Recording I or E
BOD, 5-day, 20°C 37.0 55.0 Weekly Composite E
Total Suspended Solids 31.0 mg/I 60.0 mg/I Weekly Composite E
Dissolved Oxygen Weekly Grab E, U, D
Temperature Weekly Grab E, U, D
NH3 as N Weekly Composite E
Fecal Coliform 200/100 ml 400/100 ml Weekly Composite E, U, D
Oil and Grease 26.0 mg/I 52.0 mg/I Weekly Composite E
Conductivity Weekly Grab U, D
Total Nitrogen(No2+No3+TKN) Monthly Composite E
Total Phosphorus Monthly Composite E
Cadmium 60 ug/I Weekly Composite E
Chromium 1510 ug/I Weekly Composite E
Copper 0.60 0.97 Weekly Composite E
Cyanide 151 ug/1 Weekly Grab E
Lead 0.12 0.20 Weekly Composite E
Nickel 2658 ug/I Weekly Composite E
Silver 0.07 0.12 Weekly Composite E
Zinc 0.43 0.75 Weekly Composite E
Total Toxic Organics2 0.61 Weekly Grab E
Iron 2/month Composite E
Chronic Toxicity 3 _ Quarterly _ Composite E
Notes:
1 Sample locations: E - Effluent, I - Influent, U - Upstream, D- Downstream. See instream monitoring conditions on following page.
2 In lieu of monitoring Total Toxic Organics(TTOs),the permittee may submit the following certification statement: "Based on my inquiry of the person or
persons directly responsible for managing compliance with the permit limitation for total organics, I certify that,to the best of my knowledge and belief, no
dumping of concentrated toxic organics into the wastewater has occurred since the filing of the last discharge monitoring report."
3 Chronic Toxicity(Ceriodaphnia), P/F at 3.3%, February,May, August, and November; See Supplement to Effluent Limitations and Monitoring
Requirements-Special Conditions page A(2).
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Special permit conditions applicable to the subject facility are listed on the Supplement to Effluent Limitations and Monitoring Requirements-Special
Conditions page.
r

Permit No. NC0004260
INSTREAM MONITORING REQUIREMENTS
Parameter Sample Type Frequency
Dissolved Oxygen Grab 1/week
Fecal Coliform Grab 1/week
Temperature Grab 1/week
Conductivity Grab 1/week
SAMPLE LOCATIONS
1. Upstream: Bridge at SR 1103.
2. Downstream: Bridge at SR 1108.

•
Permit No. NC0004260
SUPPLEMENT TO EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
SPECIAL CONDITIONS PAGE
A(2) CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT(QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure(North Carolina Chronic Bioassay
Procedure- Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is 3.3 % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform
quarterly monitoring using this procedure to establish compliance with the permit condition. The first test will be
performed after thirty days from the effective date of this permit during the months of February,May,
August, and November. Effluent sampling for this testing shall be performed at the NPDES permitted fmal
effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form(MR-1) for the month in which it was performed, using the parameter code TGP3B.
Additionally, DWQ Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Water Quality
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits,then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing,this monthly test requirement will
revert to quarterly in the months specified above.
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 and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
A(3)NUTRIENT CONDITIONS FOR PERMITS WITHOUT PHOSPHORUS LIMITS
This permit may be modified, or revoked and reissued to include an effluent limitation on nutrients for this
discharge depending upon the following:
1. The findings of a study by the Division of Water Quality determine nutrient control is necessary.
2.Local actions do not successfully reduce the nutrient loading on the receiving waters.
3. The onset of problem conditions in the receiving waters.

Permit No. NC0004260
SUPPLEMENT TO EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
SPECIAL CONDITIONS PAGE
(Continued)
A(4) This discharge has been targeted for removal for the Crowders Creek drainage basin through connection to
the City of Gastonia Crowders Creek Wastewater Treatment Facilities. Upon the demonstration of compliance
with NPDES Permit NC0074268 by the Crowders Creek Wastewater Treatment Facility to the satisfaction of the
Director of Water Quality and the availability of a sewer connection to the Crowders Creek system as the most
environmentally sound alternative of the reasonably cost-effective alternatives this discharge shall be eliminated
within one hundred eighty(180) day of notification by the Division.
A (5) NUTRIENTS
It has been determined by the Division of Water Quality through intensive water quality studies that discharges
upstream of Lake Wylie, including this discharge, need to control nutrients through the application of the best
available technology(BAT)that is economically achievable. The permittee shall provide the Division with a study
which fully investigates the feasibility of meeting a monthly average TP limit of 1.0 mg/1, and a summertime TN
limit of 6 mg/l. If it is determined to be beyond reasonable BAT to reach such concentrations of nutrients,the
Division will apply BAT limits based on the result of this study and the performance of other similar plants.
The nutrient study should be completed by November 1, 1999, and submitted to the following address:
North Carolina Division of Water Quality
Water Quality Section/Technical Support Branch
P.O. Box 29535
Raleigh, North Carolina 27626-0535

PART I
Section B. Schedule of Compliance
1. The permittee shall comply with Final Effluent Limitations specified for discharges in accordance
with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the permit unless
specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above schedule of compliance,
the permittee shall submit either a report of progress or, in the case of specific actions being
required by identified dates, a written notice of compliance or noncompliance. In the latter case,
the notice shall include the cause of noncompliance, any remedial actions taken, and the
probability of meeting the next schedule requirements.

Part II
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. DEFINITIONS
1. Permit Issuing Authority
The Director of the Division of Water Quality.
2. DEM or"the Division"
Means the Division of Water Quality,Department of Environment, Health and Natural Resources.
3. EMC
Used herein means the North Carolina Environmental Management Commission.
4. Act or "the Act"
The Federal Water Pollution Control Act,also known as the Clean Water Act,as amended,33 USC
1251,et. seq.
5. Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during a calendar month on which daily discharges are sampled and
measured, divided by the number of daily discharges sampled and/or measured during such
month. It is therefore,an arithmetic mean found by adding the weights of the pollutant found
each day of the month and then dividing this sum by the number of days the tests were
reported. The limitation is identified as "Monthly Average" in Part I of the permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar week(Sunday-Saturday)on which daily discharges are
sampled and measured,divided by the number of daily discharges sampled and/or measured
during such week. It is, therefore, an arithmetic mean found by adding the weights of
pollutants found each day of the week and then dividing this sum by the number of days the
tests were reported. This limitation is identified as 'Weekly Average" in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged during a
calendar day. If only one sample is taken during any calendar day the weight of pollutant
calculated from it is the "maximum daily discharge." This limitation is identified as "Daily
Maximum,"in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar year on which daily discharges are sampled and
measured, divided by the number of daily discharges sampled and/or measured during such
year. It is,therefore,an arithmetic mean found by adding the weights of pollutants found each
day of the year and then dividing this sum by the number of days the tests were reported. This
limitation is defined as "Annual Average" in Part I of the permit.

PartII
Page 2 of 14
6. Concentration Measurement
a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar month on
which daily discharges are sampled and measured,divided by the number of daily discharges
sampled and/or measured during such month (arithmetic mean of the daily concentration
values). The daily concentration value is equal to the concentration of a composite sample or in
the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples
collected during that calendar day. The average monthly count for fecal coliform bacteria is
the geometric mean of the counts for samples collected during a calendar month. This
limitation is identified as "Monthly Average" under "Other Limits" in Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar week
(Sunday/Saturday) on which daily discharges are sampled and measured divided by the
number of daily discharges sampled and/or measured during such week(arithmetic mean of the
daily concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day. The average weekly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar week. This limitation is identified as 'Weekly Average" under "Other Limits" in
Part I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant discharge during a
calendar day. If only one sample is taken during any calendar day the concentration of
pollutant calculated from it is the "Maximum Daily Concentration". It is identified as "Daily
Maximum"under "Other Limits"in Part I of the permit.
d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar year on
which daily discharges are sampled and measured divided by the number of daily discharges
sampled and/or measured during such year (arithmetic mean of the daily concentration
values). The daily concentration value is equal to the concentration of a composite sample or in
the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples
collected during that calendar day . The average yearly count for fecal coliform bacteria is the
geometric mean of the counts for samples collected during a calendar year. This limitation is
identified as "Annual Average"under "Other Limits" in Part I of the permit.
e. The "daily average concentration" (for dissolved oxygen)is the minimum allowable amount of
dissolved oxygen required to be available in the effluent prior to discharge averaged over a
calendar day. If only one dissolved oxygen sample is taken over a calendar day,the sample is
considered to be the "daily average concentration" for the discharge. It is identified as"daily
average" in the text of Part I.
f. The "quarterly average concentration" is the average of all samples taken over a calendar
quarter. It is identified as"Quarterly Average Limitation" in the text of Part I of the permit.
g. A calendar quarter is defined as one of the following distinct periods:January through March,
April through June,July through September,and October through December.

Part II
Page 3 of 14
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow, averaged
monthly. It is determined as the arithmetic mean of the total daily flows recorded during the
calendar month.
b. An"instantaneous flow measurement"is a measure of flow taken at the time of sampling,when
both the sample and flow will be representative of the total discharge.
c. A"continuous flow measurement"is a measure of discharge flow from the facility which occurs
continually 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.
8. Types of Samples
a. Composite Sample: A composite sample shall consist of:
(1) 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
(2) 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 flow
recorder and totalizer, and the present gallon interval between sample collection fixed at
no greater than 1/24 of the expected total daily flow at the treatment system,or
(3)a single,continuous sample collected over a 24 hour period proportional to the rate of flow.
In accordance with (1) above, the time interval between influent grab samples shall be no
greater than once per hour, and the time interval between effluent grab samples shall be no
greater than once per hour except at wastewater treatment systems having a detention time of
greater than 24 hours. In such cases, effluent grab samples may be collected at time intervals
evenly spaced over the 24 hour period which are equal in number of hours to the detention time
of the system in number of days. However, in no case may the time interval between effluent
grab samples be greater than six(6)hours nor the number of samples less than four(4)during a
24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time not
exceeding 15 minutes; the grab sample can be taken manually. Grab samples must be
representative of the discharge or the receiving waters.
9. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the individual
values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of the
individual values where N is equal to the number of individual values. The geometric mean is
equivalent to the antilog of the arithmetic mean of the logarithms of the individual values.
For purposes of calculating the geometric mean,values of zero(0) shall be considered to be one
(1).
c. Weighted by Flow Value: Weighted by flow value means the summation of each concentration
times its respective flow divided by the summation of the respective flows.

Part II
Page 4 of 14
10. Calendar Day
A calendar day is defined as 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.
11.Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116 pursuant to Section
311 of the Clean Water Act.
12.Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1)of the Clean Water Act.
SECTION B. GENERAL CONDITIONS
1. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance,or modification;or denial of a permit renewal application.
a. The permittee shall comply with effluent standards or prohibitions established under section
307(a) of the Clean Water Act for toxic pollutants and with standards for sewage sludge use or
disposal established under section 405(d) of the Clean Water Act 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.
b. The Clean Water Act provides that any person who violates a permit condition is subject to a
civil penalty not to exceed $25,000 per day for each violation. Any person who negligently
violates any permit condition is subject to criminal penalties of $2,500 to $25,000 per day of
violation, or imprisonment for not more than 1 year, or both. Any person who knowingly
violates permit conditions 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. Also,any person who violates a
permit condition may be assessed an administrative penalty not to exceed $10,000 per violation
with the maximum amount not to exceed $125,000. [Ref: Section 309 of the Federal Act 33
U.S.C. 1319 and 40 CFR 122.41 (a)]
c. Under state law, a civil penalty of not more than ten thousand dollars ($10,000) 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. [Ref: North Carolina General Statutes§143-215.6A]
d. Any person may be assessed an administrative penalty by the Administrator for violating
section 301, 302, 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.
Administrative penalties for Class I violations are not to exceed $10,000 per violation, with
the maximum amount of any Class I penalty assessed not to exceed$25,000. Penalties for Class
II violations are not to exceed $10,000 per day for each day during which the violation
continues,with the maximum amount of any Class II penalty not to exceed$125,000.

Part II
Page 5 of 14
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 which has a reasonable likelihood of adversely affecting
human health or the environment.
3. Civil and Criminal Liability
Except as provided in permit conditions on"Bypassing" (Part II, C-4)and"Power Failures" (Part II,
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 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 permittee is responsible for consequential damages, such as fish kills, even
though the responsibility for effective compliance may be temporarily suspended.
5. 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.
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. 5everability
The provisions of this permit are severable,and 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.
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 to be kept by this permit.
9. Duty to Reapply
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.

Part II
Page 6 of 14
10. Expiration of 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 Requirements
All applications, reports,or information submitted to the Permit Issuing Authority shall be signed
and certified.
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 employing more than 250
persons or having gross annual sales or expenditures exceeding 25 million(in second quarter
1980 dollars), if 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.
b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described 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.
c. Certification. Any person signing a document under paragraphs a. or b. of this section shall
make the following certification:
"I certify,under penalty of law, that this document and all attachments were prepared under
my direction or supervision in accordance with a system designed to assure that qualified
personnel properly 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."

Part II
Page 7 of 14
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.
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; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and North
Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this facility,
whether for operation or discharge, are hereby revoked by issuance of this permit. [The exclusive
authority to operate this facility arises under this permit. The authority to operate the facility
under previously issued permits bearing this number is no longer effective. I The conditions,
requirements, terms, and provisions of this permit authorizing discharge under the National
Pollutant Discharge Elimination System govern discharges from this facility.
SECTION C. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Certified Operator
Pursuant to Chapter 90A-44 of North Carolina General Statutes, and upon classification of the
facility by the Certification Commission, the permittee shall employ a certified wastewater
treatment plant operator in responsible charge (ORC)of the wastewater treatment facilities. Such
operator must hold a certification of the grade equivalent to or greater than the classification
assigned to the wastewater treatment facilities by the Certification Commission. The permittee
must also employ a certified back-up operator of the appropriate type and any grade to comply
with the conditions of Title 15A,Chapter 8A .0202. The ORC of the facility must visit each Class I
facility at least weekly and each Class II, III, and IV facility at least daily, excluding weekends
and holidays, and must properly manage and document daily operation and maintenance of the
facility and must comply with all other conditions of Title 15A, Chapter 8A .0202. Once the
facility is classified, the permittee shall submit a letter to the Certification Commission which
designates the operator in responsible charge within thirty days after the wastewater treatment
facilities are 50% complete.
2. Proper Operation and Maintenance
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 operation of back-up or auxiliary facilities or similar systems which are installed by a
permittee only when the operation is necessary to achieve compliance with the conditions of the
permit.

Part II
Page 8 of 14
3. Need to Halt or Reduce 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.
4. Bypassing of Treatment Facilities
a. Definitions
(1) "Bypass" means 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.
(2) "Severe property damage" means 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 does not mean economic loss caused by delays in
production.
b. Bypass not exceeding limitations.
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 c.and d.of this section.
c. Notice
(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 affect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass as
required in Part II,E.6.of this permit. (24 hour notice).
d. Prohibition of Bypass
(1) Bypass 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 or preventive maintenance;
and
(C)The permittee submitted notices as required under Paragraph c.of this section.
(2) The Permit Issuing Authority may approve an anticipated bypass, after considering its
adverse affects, if the Permit Issuing Authority determines that it will meet the three
conditions listed above in Paragraph d. (1) of this section.

Part II
Page 9 of 14
5. Upsets
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors beyond the
reasonable control of the permittee. An upset does not include noncompliance to the extent
caused by operational error, improperly designed treatment facilities, inadequate treatment
facilities, lack of preventive maintenance,or careless or improper operation.
b. Effect of an upset.
An upset constitutes an affirmative defense to an action brought for noncompliance with such
technology based permit effluent limitations if the requirements of paragraph c. 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.
c. Conditions necessary for a demonstration of upset.
A 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) (B) of this permit.
(4) The permittee complied with any remedial measures required under Part II, B. 2. of this
permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an upset has
the burden of proof.
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 reopened and
modified,or revoked and reissued,to incorporate applicable requirements at 40 CFR Part 503. The
permittee shall comply with applicable 40 CFR Part 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 permittee 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 DEM Regulation,
Title 15A, North Carolina Administrative Code, Subchapter 2H, .0124 Reliability, 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.

Part II
Page 10 of 14
SECTION D. MONITORING AND RECORDS
1. 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
which 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.
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and
reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No. MR 1, 1.1, 2, 3) or
alternative forms approved by the Director, DEM, postmarked no later than the 30th day
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:
Division of Water Quality
Water Quality Section
ATTENTION: Central Files
Post Office Box 29535
Raleigh, North Carolina 27626-0535
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 are 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. Once-through
condenser cooling water flow which is 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
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 Federal Water Pollution Control Act,as
Amended, and Regulation 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.
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

PartII
Page 11 of 14
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 Tampering
The Clean Water Act 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.
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 and all original strip chart
recordings for continuous monitoring instrumentation,copies of all reports required by this permit,
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.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the permittee
shall record the following information:
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;
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 Clean Water Act,any substances or parameters at any location.

Part II
Page 12 of 14
SECTION E. REPORTING REQUIREMENTS
1. 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.
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. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for determining
whether a facility is a new source in 40 CFR Part 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 which are subject neither to
effluent limitations in the permit,nor to notification requirements under 40 CFR Part 122.42 (a)
(1).
c. The alteration or addition results in a significant change in the permittee's sludge use or
disposal practices, and such alternation, 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 in the permitted
facility or activity which may result in noncompliance with permit requirements.
4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director may
require modification or revocation and reissuance of the permittee and incorporate such other
requirements as may be necessary under the Clean Water Act.
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report(DMR)(See Part H. D.2
of this permit)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 the permit,using test
procedures specified in Part II, D. 4. of this permit or in the case of sludge use or disposal,
approved under 40 CFR 503,or as specified in this permit,the results of this monitoring shall be
included in the calculation and reporting of the data submitted in the DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified by the Director in the permit.

Part II
Page 13 of 14
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger 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.
b. The following shall be included as information which must be reported within 24 hours under
this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(2)Any upset which exceeds any effluent limitation in the permit.
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed by the
Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case-by-case basis for reports under paragraph
b.above of this condition if the oral report has been received within 24 hours.
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.
8. 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.
9. Noncompliance 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
directly to receiving waters without treatment of all or any portion of the influent to such
station or facility.

PartII
Page 14 of 14
Persons reporting such occurrences by telephone shall also file a written report in letter form 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 of Water Quality. 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 Clean Water Act 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$10,000 per violation,
or by imprisonment for not more than two years per violation,or by both.

PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant shall be begun until Final
Plans and Specifications have been submitted to the Division of Water Quality and written approval
and Authorization to Construct has been issued.
B. Groundwater Monitoring
The permittee shall,upon written notice from the Director of the Division of Water Quality,conduct
groundwater monitoring as may be required to determine the compliance of this NPDES permitted
facility with the current groundwater standards.
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:
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";
(1)One hundred micrograms per liter(100 ug/1);
(2)Two hundred micrograms per liter (200 ug/I) for acrolein and acrylonitrile; five hundred
micrograms per liter(500 ugh!)for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol;and
one milligram per liter(1 mg/1)for antimony;
(3) Five (5) 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";
(I)Five hundred micrograms per liter(500 ug/1);
(2)One milligram per liter(1 mg/I)for antimony;
(3) Ten (10) times the maximum concentration value reported for that pollutant in the permit
application.
D. Requirement to Continually Evaluate Alternatives to Wastewater Discharges
The permittee shall continually 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 sixty(60)days of notification by the
Division.

1 I 1/L1,) ►t 1 1/J A L L./l 1• V Vt .A 1 V1 \ ii
PERMIT NO.:NC00042r I N.C. DEPT• OF _
ENVIRONMENT, HEALTx, Tlodeler Date Rec. Number#
PERMITTEE NAME:CR INI,USTRIES E? NATURAL, RESOURCES
-Tm/t-( 14-1 I —q Co 347--
OCY 28 1996 Drainage Area(mi2): 35.6 Average Streamflow(cfs): 42
FACILITY NAME:CR IN;)U STRIES ( )
FACILITY STATUS:EXISTING s7Q10 (cfs): 6.7 w7Q10 (cfs): 10.2 3002 (cfs): 14.4
DIVISION Of ENVIROVERTAE MANAGEMENT
PERMIT STATUS:RENE WAL MOGRESYkEIE REGIONAL OFFICE
Toxicity Limits: Chronic(Ceriodaphnia)P/F 3
MAJOR: X MINOR: February, May,August, and November
PIPE NUMBER:001
DESIGN CAPACITY:0.]-18 MGD Upstream Location: SR 1103
Downstream Location: SR 1108
DOMESTIC (%of Flow):10% Parameters: temperature, dissolved oxygen, fecal coliform,
conductivity
INDUSTRIAL(%of Flow):90% Special instream monitoring locations or monitoring frequencies:
Stream samples shall be collected three times per week during June,July, August, and
COMMENTS: September and once per week during the remaining months of the year.
Daily Maximum Monthly Average
Flow(mgd): 0.148
BOD5 (lbs/d): 55.5 37
NH3-N(mg/I): monitor monitor
Dissolved Oxygen(mg/1): monitor monitor
TSS (mg/I): 60.0 31.0
pH (SU): 6-9 6-9
RECEIVING STREAM: CROWDERS CREEK Fecal Coliform (/100mL): 400 200
CLASS: C Oil&Grease (mg/I): 52 26
Temperature (C°): monitor monitor
SUB-BASIN 03-08-37 Total Nitrogen (mg/I): monitor
Total Phosphorus (mg/I): monitor
REFERENCE USGS QUAD: G14NW (Please attach map) Total Toxic Organics (lbs/d): 0.61
Cadmium (µg/I): 60
COUNTY:GASTON Chromium (µg/I): 1,510
REGIONAL OFFICE:MOORESVILLE REGIONAL OFFICE Copper(Ibs/d): 0.97 0.60
Cyanide (µg/1): 151
PREVIQUS EXPRATION DATE: 9/30/96 TREAT.PLANT CL: IV Lead (lbs/d: 0.20 0.12
Nickel (µg/I: 2,658
Silver (lbs/d): 0.12 0.07
CLASSIFICATION CHANGES WITHIN 3 MILES:NONE Zinc (Ibs/d): 0.75 0.43
* In lieu of monitoring TTO, the permittee may submit the following certification statement:
"Based on my inquiry of the person or persons directly responsible for managing
compliance with the permit limitation for total organics, I certify that, to the best of my
f, knowledge and belief, no dumping of concentrated toxic organics into the wastewater has
REQUESTED BY /-S LATh:. 0/,, occurred since the filing of the last discharge monitoring report."
There shall be no dischargeDATE:. of floating solids or visible foam in other than trace amounts.
REVIEWED BY'' ?Ik,- -r--/ DATE:.JCI)V/U'
i

FACT SHEET FOR WAS'1LLOAD ALLOCATION -. `•
, 1 , •
Request# 8472
Facility Name: CR Industries
NPDES No.: NC0004260 SEP 27 1996
Type of Waste: Industrial - 90% Domestic - 10%
Facility Status: Existing DIVISION OF ERF'„9I . kill MANAGEMENT
Permit Status: Renewal Stream Characteristic: MOO SVtLE REGIONAL OFFICE
Receiving Stream: Crowders Creek USGS #
Stream Classification: C Date:
Subbasin: 03-08-37 Drainage Area(mi2): 35.6
County: Gaston Summer 7Q10 (cfs): 6.7
Regional Office: Mooresville Winter 7Q10 (cfs): 10.2
Requestor: Clark Average Flow (cfs): 42
Date of Request: 4/11/9 6 30Q2 (cfs): 14.4
Topo Quad: G 14 NW IWC (%): 3.3%
Wasteload Allocation Summary
(approach taken, correspondence with region,EPA, etc.)
THIS IS A SECOND FACT SHEET SUBMITTED FOR FINAL REVIEW
PLEASE RETURN ASAP
(current recommended limits along with flow schematic are attached)
Changes in limits generally accountable xR.increased s7Q10 which was developed during last
renewal and applied to toxicity test, but applied to limits, as modeling analysis had not yet been
completed. P&E requested limits be recommended in terms of mass loading. Water Quality
limits based upon State Standards will be applied to cadmium, chromium, cyanide,lead, and
nickel, therefore these will be recommended for concentration based limits to ensure that the
instream concentration is not exceeded.
Facility is only taking instream temperature 3x's per week during summer months, no other
instream monitoring parameters are being taken as required by permit.
NOTE:Downstream monitoring location changed to originally requested location
Fecal Coliform levels are often substantially higher downstream, e.g.:
Date Upstream Downstream
5 July, '95 520 1,000
7 June, '95 1,800 2,700
3 May, '95 1,800 2,500
Special Schedule Requirements and additional comments from Reviewers:
Recommended Date: lax ,Get, i19 4
Farrell Keou h
Instream Assessment: Date: /g_3/ (4
Regional Supervisor: Cr' Date: �° ��[,,
Permits &Engineering: Date: /P/i/l�G
RETURN TO TECHNICAL SUPPORT BY: _ �I r

2
TOXICS/METALS/CONVENTIONAL PARAMETERS
Existing Limits
Daily Maximum Monthly Average
Flow(mgd): 0.148
BOD5 (lbs/d): 55.5 37
NH3-N(mg/1): monitor monitor
Dissolved Oxygen(mg/1): monitor monitor
TSS (mg/1): 60 31
pH(SU): 6-9 6- 9
Fecal Coliform (/100mL): 400 200
Oil&Grease(mg/1): 52 26
Temperature(C°): monitor monitor
Total Nitrogen(mg/1): monitor
Total Phosphorus (mg/1): monitor
Total Toxic Organics(mg/1): 2.13 *
Cadmium (4/1): 28.0
Chromium (4/1): 150.0
Copper(4/1): 3.38 2.17
Cyanide(4/1): 70.0
Iron(mg/1): monitor
Lead(4/1): 140.0
Nickel(4/1): 700.0
Phenols (4/1): monitor
Silver (4/1): 0.43 0.24
Zinc (4/1): 2.61 1.48
Recommended Limits
Daily Maximum Monthly Average
Flow(mgd): 0.148
BOD5 (lbs/d): 55.5 37
NH3-N(mg/1): monitor monitor
Dissolved Oxygen(mg/1): monitor monitor
TSS (mg/1): 60.0 31.0
pH(SU): 6-9 6-9
Fecal Coliform (/100mL): 400 200
Oil&Grease(mg/1): 52 26
Temperature(C°): monitor monitor
Total Nitrogen(mg/1): monitor
Total Phosphorus (mg/1): monitor
Total Toxic Organics(lbs/d): 0.61 * CFR
Cadmium (4/1): 60 State WQ&aader-d t;rk �
Chromium (4/1): 1,510 &ate WQ-Standaril li wu 44.4
Copper(lbs/d): 0.97 0.60 CFR
Cyanide(4/1): 150 State WQ St 1;vw'4-al
Iron(mg/1): not required
1995 through 1996 data indicated Maximum Predicted Concentration well below Allowable Action Level
Lead(Ibs/d: 0.20 0.12 CFR
Nickel (4/1: 0- Ste WQ-Standaffil WA. 44
Phenols (4/1): not required
WS Standard,not applicable to C Waters
Silver(lbs/d): 0.12 0.07 CFR
Zinc(lbs/d): 0.75 0.43 CFR
* In lieu of monitoring TTO, the permittee may submit the following certification statement: "Based on my inquiry of
the person or persons directly responsible for managing compliance with the permit limitation for total organics,I certify
that,to the best of my knowledge and belief,no dumping of concentrated toxic organics into the wastewater has occurred
since the filing of the last discharge monitoring report."
There shall be no discharge of floating solids or visible foam in other than trace amounts.
No parameters are water quality limited,but this discharge may affect future allocations.

'Because the end-of-pipe discharge includes non-contact cooling water and other miscellaneous flows which are
not part of the production flow, the limits were applied to the production flows only. Then the dilution from the
non-contact cooling water and other miscellaneous flows were accounted for to derive end-of-pipe limits. The
following chart outlines those numbers:
Production Flows Non-Production Flows Total Flow
33,800+ 700=34,500 gallons/day 500+ 500+8,000=9,000 gallons/day 43,500 gallons/day
Comparison of State WQ Limits with 40 CFR 433.14 (a) BAT Guidelines
WO Standard CFR Guidelines including dilution from non-production flows
Daily Maximum Daily Maximum Monthly Average Daily Maximum Monthly Average
µg/1 mg/1 mg/1 lbs/d lbs/d
Cadmium 60 0.55 0.21 0.20 0.07
Chromium 1,510 2.20 1.36 0.80 0.49
Copper 212 2.68 1.64 0.9 7 0.60
Lead 757 0.55 0.34 0.2 0 0.12
Nickel 2,660 3.16 1.89 1.15 0.68
Silver 18 0.34 0.19 0.12 0.0 7
Zinc 1,513 2.07 1.17 0.75 0.43
Cyanide 151 0.95 0.52 0.35 0.19
TTO 2.13 0.61
Equation for CFR Guideline limits:
concentration limit: (CFR limit+(Production+Non-Production Flows)) * Production Flows
mass limit: CFR concentration limit* 8.34 * (Production + Non-Production Flows)
State WQ Limits uses permitted flow(0.148 mgd)and s7Q10(6.7 cfs)and standard allowable equation
Recommended Limits Italicized
Municipal Water Supply 53,300 gallons/day -->->-* -a->--->->-* --3-* ->->-*-, -f-*->-*--*--> -
33,800 gallons/day E-- <-- E- Phosphate Coating System F- 4-- 4- 4- 40,300 gallons/day
� Tank Evaporation and Parts Drying i
i 6,500 gallons/day
700 gallons/day 4- 4- 4- 4- 4- 4- F- Mold Cleaning Tank <- <- 4- E- <- 4- 4- 4- <- <- 900 gallons/day
� Tank Evaporation
200 gallons/day -L
i �
500 gallons/day 4- 4- 4-4-4-4- 4- 4- Non-Contact Cooling Water 4-4- 4- 4-4- 4-4- 4- 3,100 gallons/day
1 Evaporation
1 2,600 gallons/day 1
i 1
I Fire Protection Equipment Testing 4-4- 4-4- <-4-4- 300 gallons/day
1 I 1
1. Surface Irrigation J,
' 300 gallons/day
1 i
500 gallons/day 4-4- 4- 4-4- 4- 4-4- Boiler 4- 4- 4- 4- 4- 4- 4- 4- 4- 4- 4- 4-- 4- 4- 4- 700 gallons/day
1 Evaporation 1
1 200 gallons/day
1
8,000 gallons/day 4-4-4-(- 4- 4- 4- Domestic Wastewater 4-4-4-4- 4-4-4-4- 4-4--4-4- 8,000 gallons/day
1
-4 --)-> -›- ->->-*-4-*--* -,Wastewater Treatment Plant -->-> --p -, ->- -> -*--> -*-, -*--> -> Crowders Creek
43,500 gallons/day
Production flows Italicized

3
TOXICITY TEST
Type of Toxicity Test: Chronic (Ceriodaphnia)P/F Toxicity Test
Existing Limit: 3.3%
Recommended Limit: 3.3%
Monitoring Schedule: February, May, August, and November
INSTREAM MONITORING REQUIREMENTS
Upstream Location: SR 1103
Downstream Location: SR 1108
Parameters: temperature, dissolved oxygen,fecal coliform, conductivity
Special instream monitoring locations or monitoring frequencies:
Upstream and downstream monitoring is to be conducted, (for all parameters) three times per week during
June, July,August, and September, and once per week during the remaining months of the year.
MISCELLANEOUS INFORMATION&SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate?Yes No
If yes, please provide a schedule (and basis for that schedule)with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach updated evaluation of facility, including toxics spreadsheet,modeling analysisif
modeled at renewal, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes,explain with attachments.

Facility Name CR Industries Permit # NC0004260 Pipe # 001
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised'*September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 3.3 % (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform quarterly monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed after thirty days from the effective date of
this permit during the months of Feb., May, Aug., and Nov. Effluent sampling for this
testing shall be performed at the NPDES permitted final effluent discharge below all treatment
processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally,DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management 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 and appropriate environmental controls, shall constitute an invalid test and
will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements. ,
\
7Q10 6.7 cfs _> ),,,--i__ ,.
Permitted Flow 0.148 MGD Recommended b --'—' —
IWC 3.3 % Farrell Keough
Basin & Sub-basin 03-08-37
Receiving Stream Crowders Creek
County Gaston Date it so.► .le-, t°nc
QCL P/F Version 9/91

FACT SHEET FOR WAS 1'ELOAD ALLOCATION
Request# 8472 1'{.C. 1'"'i. OV
CR Industries q &N' I'.AI.
;', .
FacilityName: � � ;. ,,
NPDES No.: NC0004260
Type of Waste: Industrial - 90% Domestic - 10%
Facility Status: Existing JUL1? 1996
Permit Status: Renewal Stream Characteristic:
Receiving Stream: Crowders Creek USGS # DIYtSi9N OF CNV1:Zai ::T ,!;;,;;LEA:_
Stream Classification: C Date: M0 [SiAl[ _;' SIM
Subbasin: 03-08-37 i Drainage Area(mi2): 35.6
County: Gaston Summer 7Q10 (cfs): 6.7
Regional Office: Mooresville Winter 7Q10 (cfs): 10.2
Requestor: Clark Average Flow (cfs): 42
Date of Request: 4/11/9 6 30Q2 (cfs): 14.4
Topo Quad: G 14 NW IWC (%): 3.3%
Wasteload Allocation Summary
(approach taken,correspondence with region,EPA, etc.)
This facility will need to continue to look at alternatives when they become available,including
connection to the Crowders Creek Regional WWTP. �,
,2 1,,,',/ , b�+ .... t. iir t, }-zrc l-j
Changes in limits generlfaCcountable to increased s7Q10 which was developed during last
renewal but not applied as modeling analysis had not yet been completed. P&E requested limits
be recommended in terms of mass loading. Water Quality limits based upon State Standards will
be applied to cadmium, chromium, cyanide, lead, and nickel, therefore these will be recommended
for concentration based limits to ensure that the instream concentration is not exceeded.
Toxicity Tests have had thre5 failures since April '88; request Region input as to the failures in
February, March, and April,•1995. FAILED iv 2/es.- 3/Ss" -PP SS& /N 4/95 - 'Ja el gAhw'PntNs u G,v eA1 R'-
Tibt- ,,,.;,lust s i L.
Facility is only taking instream temperature 3x's per week during summer months, no other
instream monitoring parameters are being taken as required by permit.
NOTE:Downstream monitoring location changed to originally requested location
Fecal Coliform levels are often substantially higher downstream,e.g.:
Date Upstream Downstream
5 July, '95 520 1,000
7 June, '95 1,800 2,700
3 May, '95 1,800 2,500
Special Schedule I Requirements and additional comments from Reviewers:
(c I l i y l o R tile- ,� c 'i'i CG it Vv CIKou'Jc✓s ae p' ? /J
✓Os s,5 vv c--, t-r,l'hf, Ac;I ,, c- "-Ji/y O-' ,-ic e/0F /✓ ne&tliyws j
cn rtef iciA-)s ct-la,- mart sdvihy..c-vvl4 #1Cu1.te✓,S,L4.4 et-cm,,.D,7 9a
(e(x-f,k. or
Recommended by: ,--T-- -�-�-2 'r 2 J Date: i t. t c.
Farrell Keoug
Instream Assessment: _0 4 ) Date: 1 /'J /q(44
Regional Supervisor�/WG� / ) GEC_.. Date: 7 4 .'4
Permits &Engineering: n Date:
RETURN TO TECHNICAL SUPPORT BY: /4 4?

1 • 2
TOXICS/METALS/CONVENTIONAL PARAMETERS
Existing Limits
Daily Maximum Monthly Average
Flow(mgd): 0.148
BOD5(lbs/d): 55.5 37.0
NI-13-N(mg/1): monitor monitor
Dissolved Oxygen(mg/I): monitor monitor
TSS (mg/1): 60.0 31.0
pH(SU): Cv.A1 6-9 6-9
Fecal Col' (/100mL): 400 200
Oil&Grease(mg/1): 52.0 26.0
Temperature(C°): monitor monitor
Total Nitrogen(mg/1): monitor
Total Phosphorus (mg/1): monitor
Total Toxic Organics(mg/1): 2.13 *
Cadmium (4/1): 28.0
Chromium (4/1): 150.0
Copper(14/1): 3.38 2.17
Cyanide(µg/1): 70.0
lion(mg/1): monitor
Lead(4/1): 140.0
Nickel(µg/I): 700.0
Phenols (µg/1): monitor
Silver(µg/1): 0.43 0.24
Zinc(µg/1): 2.61 1.48
Recommended Limits
Daily Maximum Monthly Average
Flow(mgd): 0.148
BOD5 (Ibs/d): 55.5 37.0 t'csa t,rn,re Tor, :t�mxn,u.., ,,,,.,,° L-..e,.,,1
NH3-N(mg/1): monitor monitor 1,5 lutac. R oirl vnt Z5 02 t3 ANY.
Dissolved Oxygen(mg/1): monitor monitor 5 " ��-C.t,ve to.._-
TSS (mg/1): 60.0 31.0 r ' rr
pH(SU): 6-9 6-9 .7� -f . pay ta✓ - r -til
Fecal Ca :2 n (/100mL): 400 200 , iQ,1l 0 L,&I dAttle
Oil&Grease(mg/1): 52.0 26.0
Temperature(C°): monitor monitor
Total Nitrogen(mg/1): monitor
Total Phosphorus(mg/1): monitor S
Total Toxic Organic (lbs/d} ,4/ _
-
` C dmlum(µg/1): �`f Srar,� .stAndQRCt
Chromium WA): v1,510//a s+,�Q 4,--e(gad
Coppei(Ibs/d)' V-4.1-7- 0-? -- -3.5H ��fz-
0.60 ' I
Cyanide(µg/1): ,-150./ 5T4Tc 510 Aw
lion(mg/1): not required- 1995 through 1996 data indicated Maximum Predicted
Concentration, (2.9 mg/1)well below Allowable Action Level (30.2 mg/1)
(tie):(tie):Lead( ): (I61 ,i a 0,ao IZ my'`s avdotc\
Nickel(µg/I: ✓2,660 674"76- s 4.dci -2
Phenols (µg/1): not required-WS Standard,not applicable to C Waters
Silver(lbs/d): D.12- 4 3 Odd F2 '
ZincQlbs/d): -72.°2. p,'S -1 83 (-PR_
* In lieu of monitoring TTO, the permittee may submit the following certification statement: "Based on my inquiry of
the person or persons directly responsible for managing compliance with the permit limitation for total organics,I certify
that,to the best of my knowledge and belief,no dumping of concentrated toxic organics into the wastewater has occurred
since the filing of the last discharge monitoring report."
There shall be no discharge of floating solids or visible foam in other than trace amounts.
No parameters are water quality limited,but this discharge may affect future allocations.

' 3
TOXICITY TEST
Type of Toxicity Test: Chronic (Ceriodaphnia) P/F Toxicity Test
Existing Limit: -r�a
Recommended Limit: 3.3%
Monitoring Schedule: February, May, August, and November
INSTREAM MONITORING REQUIREMENTS
Upstream Location: SR 1103
Downstream Location: SR 1108
Parameters: temperature, dissolved oxygen, fecal coliform, conductivity
Special instream monitoring locations or monitoring frequencies:
Upstream and downstream monitoring is to be conducted, (for all parameters)three times per week during
June, July, August, and September, and once per week during the remaining months of the year.
MISCELLANEOUS INFORMATION&SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no,which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate?Yes No
If yes, please provide a schedule(and basis for that schedule)with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach updated evaluation of facility,including toxics spreadsheet,modeling analysisif
modeled at renewal,and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes,explain with attachments.

. •
Facility Name CR Industries Permit # NC0004260 Pipe # 001
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 3.3 % (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform quarterly monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed after thirty days from the effective date of
this permit during the months of Feb., May, Aug., and Nov. Effluent sampling for this
testing shall be performed at the NPDES permitted final effluent discharge below all treatment
processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally,DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management 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 and appropriate environmental controls, shall constitute an invalid test and
will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 6.7 cfs
Permitted Flow 0.148 MGD Recommended byr •t----�-��_
IWC 3.3 % Farrell Keough
Basin & Sub-basin 03-08-37
Receiving Stream Crowders Creek
County Gaston Date
QCL P/F Version 9/91

f �
SOC PRIORITY PROJECT: Yes_No
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: Paul Clark
Date: May 2, 1996
NPDES STAFF REPORT AND RECOMMENDATION
County: Gaston
Permit No.NC0004260
PART I - GENERAL INFORMATION
1. Facility and Address: CR Industries
2. Date of Investigation: May 2, 1996
3. Report Prepared By: Todd St. John
gas-1
4. Persons Contacted and Telephone Number: Mr. Layton Schuh(704) 864
5. Directions to Site: This facility is located at the intersection of Highway 321 and Crowders
Creek Road, south of Gastonia.
6. Discharge Point(s). List for all discharge points:
Latitude: 35° 11' 42" Longitude: 81° 13'24"
Attach a U.S.G.S. map extract and indicate treatment facility site and discharge point on
map.
U.S.G.S. Quad No.: G14NW U.S.G.S. Name: Gastonia South,NC
7. Site size and expansion are consistent with application?
YesXNo_ If No, explain:
8. Topography (relationship to flood plain included): Site is gently sloping and is not located
in a flood plain.
9. Location of nearest dwelling: None within 500 feet.

10. Receiving stream or affected surface waters: Crowders Creek
a. Classification: C
b. River Basin and Subbasin No.: 030837
c. Describe receiving stream features and pertinent downstream uses: The receiving
stream is approximately 30 feet wide with a sandy bottom. The discharge is located
just upstream from the Crowders Creek WWTP discharge. There are typical class C
uses downstream.
PART II -DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted: 0.148 MGD (Ultimate Design Capacity)
b. What is the current permitted capacity of the wastewater treatment facility? 0.148
MGD
c. Actual treatment capacity of the current facility (current design capacity)? 0.148
MGD
d. Date(s)and construction activities allowed by previous Authorizations to Construct
issued in the previous two years: N/A
e. Please provide a description of existing or substantially constructed wastewater
treatment facilities: These facilities consist of a package plant for treating domestic
waste. The package plant consists of a comminutor, bar screen, diffused aeration
basin and clarifier which empties to an aerated lagoon. The industrial wastewater
treatment process consists of a mechanical oil skimmer which empties to the
previously mentioned aerated lagoon,combining with the domestic waste water. At
this point both the industrial and domestic water are further treated via pH adjustment
and alum addition, DAF, pH adjustment for the effluent, mechanical screening,
ultrasonic flow measurement, a sludge holding tank and a sludge filter press.
f. Please provide a description of proposed wastewater treatment facilities: N/A
g. Possible toxic impacts to surface waters: Process treats heavy metals.
h. Pretreatment Program (POTWs only):N/A
2. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied,please specify DEM permit no.: N/A
Residuals Contractor:
Page 2

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r• -
PATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility: C R .,.�,AdctSCV, �Owner or Contact Person: SIB- goad. i�C s d 2 KQj 176 >
Mailing Address: /4r La u.€L-
County: 6'Qis f"'t— Telephone:
Present Classification: /V New Facility Existing Facility
NPDES Per. No. NCO° Nondisc. Per. No.WQ Health Dept.Per No.
Rated by: Todd rr John. Telephone: 7eW-63 -/6Y9 Date: 9k
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: Grade: Telephone:
Check Classification(s): Subsurface Spray Irrigation Land Application
Wastewater Classification: (Circle One) I II III ®N Total Points:
jl-PLANT PROCESSES AND RELATED CONTROL F UIPMt3JT WHICH ARE AN INTEGRAL PART OF NDl1STRIAL PRODUCTION S-fALL NOT BE
CONSIDERED WASTE TREATMENT FOR THE PURPOSE OF CLASSIFICATION_ALSO SEPTIC TANK SYSTB,AS OCNSiST NG ONLY OF SEPTIC TANK
AND GRAVITY NITRFICATION LINES ARE EXEMPT FROM CLAMIFICATCN
SUBSURFACE CLASSIFICATION SPRAY EIRICIATIDN CLASSIFICATION
(deck all units that apply) (deck all units that apply)
1, septic tanks 1, preliminary treatment (definition no. 32 )
2. pump tanks 2 lagoons
3._siphon or pump-dosing systems 3, septic tanks
4. sand filters 4- pump tanks
5. grease trap/interceptor 5. pumps
6 oil/water separators 6. sand filters
7. gravity subsurface treatment and disposal: 7`_grease trap/Interceptor
8. pressure subsurface treatment and disposal: 8, oil/water separators
9, disinfection
10, chemical addition for nutrient/algae control
11, spray irrigation of wastewater
•
In addition to the above classifications, pretreatment of wastewater In excess of these components shall
be rated using the point rating system and will require an operator with an appropriate dual certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION(Apples only to permit holder)
1. Land application of biosolids,residuals or contaminated soils on a designated site.
------------
WASTEWATER TREATMENT FACILITY CLASSIFICATION
The following systems shall be assigned a Class I classification,unless the flow is of a significant quantity or tie technology is unusually
complex,to require consideration by the Commission on a case-by-case basis: (Check I Appropriate)
1_ O1/water Separator Systems consisting only of physical separation,pumps and disposal;
2 Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct discharge;
3`_Lagoon Systems consisting only of preliminary treatment, lagoons,pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4. Closed400p Recycle Systems;
5. Groundwater Remediation Systems consisting only of oil/wider separators, pumps, ak-stripping,carbon adsorption, disinfection
and disposal
8.__Aquac ulture operations with discharge to surface waters; -
7`_Water Plant sludge handling and balk-wash water treatment;
I. _ Seafood processing consisting of screening and disposal.
8. _Singie-lamly discharging systems,with the exception of Aerobic Treatment Units,will be classified il permitted alter July 1,
1993 or II upon Inspection by the Division, it is found that the system is not being adequately operated or maintained. Such
systems will be notred of the classification or reclassification by the Commission, in writing.

The following scale is used for rating wastewater treatment facilities: (circle appropriate points) - ,
ITEM POINTS
(1) industrial Pretreatment Units or industrial Pretreatment Program(seri definkion No.33) 4 •
(2) DESIGN FLOW OF PLANT IN gpd(rot appicable a non-contaminated cooing waters.sludge handling facilities for
war purification plants,totally dosed cycle systorns(see definition No.11).and facilities consisting only of item
(4Xd) or Soma (4)(d) and (11)05B .
0 - 20.000 ._.....•..—
20.001 - 50.000..-.----------.------.—..-2
10.001
• 100.001 - 250.000--_-----------.-----------.....-...4.A
250.001 - 500,000.
500.001 - 1,000,000 A
1.000.001 - 2.000.000 1 0
2.000.031 (and up)rate 1 point additional for each 200.000 grid capacity up to a maximum of ______.30 .•
Design Flow (gpd)
(3) PREIJMNARY UNRS/PROCESSES(sae definition No.32)
(a) Bar Screws (›Y•Z
Or
(b) Mechanical SCrOOft.Static Screens or Comminuting Devices- .....a
(c) Gri Renewal .
or -
(d) Mecterical or Aerated 134 Removal 2
(*) Flow 1.4sasuring Devi= I
or
IV) Instrumonted Row Measurement...----
(9) Press ration. 2
(h) irdluont Flow Equalization 2
(I) Grease or Oil Separators - Gravity.-
Mechanical— d
Dissolved Air Rotation -A
(I) Pnichlorination. —2
(4) PRIMARY'TREATMENT LNITS1PR3CESSES
(a) Septic Tank (see definition No. 43)
(b) Imhoff Tank. ------------------. ...5
(c) Primary Clarifiers- ---5
(d) Settling Ponds or Settling Tanks for inorganic Non-toxic Mauna"(sludge handling facilities for water
purification plants,sand.greetei.None.and other mining operations wept recreational activities such as gem
or cold mining)...------------ 2
(5) SECCKARYmbnern uNriEs(a) CaMoraceous Stops
(I) A•ration-High Purity Oxygen System
-.A3
Difusad Air System.
Mechanical Air System (fixed. Scaling or rotor) .2
Separate Sludge Rsaaratlon. .3
(II) Tackling Raw
• High Rate— .7
Standard Rate------ 5
Packed Tower.— --.-------------5
(Ii) Biological Aerated Filer or Aerated Biological Filler —10
(Iv) Aerated Lagoons. -----------------.1 0
(v) Rotating Biological Contactors .10
(vi) Sarel Filers -intethattent biological- /
Recirculating biological .2
(v1) Stabitration Lagoons----.---- —..,..
(/51) Carifer.--------
PO Single stags system for combined carbonaceous removal al SOD and nitrogenous removal by
nitrification(see definition No. 12XPoints for this Ism have to),in addition to awns
(5)(a)(1) through (5)(a)(viiI).
utilizing the emended aeration process(see definition Noia) -2
waltzing other then the extended aeration promo* .a
(a) Nutrient additions to enhance BOO removal —.------.5
(xi) Biological Culture (-Super Bugs)addition.------------.5
(b) Nitrogenous Stage
(I) Aeration - High Purity Oxygen System '0
Mused Air System. —1 0
Mechanical Alt System (fixed. floating or rotor) A
Separate Sludge Reaeration.---- 2
(II) Trickling Filer-High Ram 7
Standard Rate..
Packed Tower 2
(B) Biological Aerated Flaw or Aerated Biological Flier .10
(lt) Rotating Biological Contactors —.—.1 0
(v) Sand Filer.intermittent biological----- —2
Rocircutating biologies' ----2 •
(vI) Oldie --A
(5) "IEFMARY OR ADVANCE/IAEA:D.184f LNIMPFOCESSES _,
(a) Acdvated Carbon Beds-
without
carbon isgenoratioti—.--. .5
.
with carbon',generation 15
(b) Powdered or Granular&Waled Calton Food-
- without carbon regeneration—. 3
with carbon regeneradon ..15
(0) Ak stripping .5
(d) Denitrffication Process 10
(*) Sommtlalysta. —5
(I) Foam Soparatbn.------.-- —.--5
(9) Ion Exchange ---J5
(h) Land Application of Treated Effluent (see definidon No.22b)(rot applicable for sand.graveL stone
and other simian mining operations) by high rate infiltration
i(ilit))) Microscreons.—. — — —. _7::. _— ----------d)
Phosphorous Rernoval trf Biological Prot:oases(See definition No.211)-----------. .20
Polishing Ponds . without aeration-- —
with aeration-----.—. -- A
. ,

(I) Post Aeration - cascade ... 0
dtfused or mechanical. 2
(m) Rweree Osmosis... . ... S
(n) Sand or Mixed-Media Fitters - low rat.... _._... ..._..»......_..._...._.»._........._ 2
highrat...__.. »....»....__._........._..»„.» t
(o) Treatment processes tor ismoval of metal or cyanid. _...__.........._...._...............................:.. .
(p) treatment preemies for removal of toxic materials other than mental or cyanid._.__.__.___.__._ __.__._.
Ir- '-' s
(7) SJ. ETREA1). JT
(a) Sludge Digestion Tank - Heated (arnaeroblc) __....._........_....t 0
Aerobic ». _ .._»......„ »..»__.»._...».„ »..__.....»...»...................S
Unheated(anaerobic) ...»..».._....»....» ...»... ......_ _..._ 3
(b) Sludge Stabilization(chemical or themnl)» .5
Sludge
rying
(c) VacuumDilssaae�d _Oravity��„» .» 5
(d) Sludge Eiutriatfon.»».....».. .»..» . „... ...»._...»....»_._...._....._ .„...5 •
(s) Sludge Conditioner (chemical or thermal)...»..�.. ......._»..._..... . ... _. .5
(I) Sludge Thickener (gravity)
(0) Dissolved Air Rotation Unit (not applicable to a unit rated as(3)(I))..»„......_.».__..._...».....
(h) Sludge Gas Utilization (Including gas g.)....-.-_....»--_..»- ».-.»...—»».� -_....-.„
(I) Sludge Holding Tank - Aerated.__»..._»»... . ._.. ....__.._ ... ....».»...�. '�>
Non-aerated _._.....»......»..........»....
(1) Sludge incinerator(not including activated carbon regeneration) 1
• (k) Vacuum Filter. Centrifuge.or Ric ^er Press or other similar dswat.ring devices.. .-
(s) RESIDUALS AIL ZATION/DISPOSAL(inducing lichened ash)(a) oons -� 2
(b) Land Applkatbn(surface and subsurface)(see definition 22a)
by contracting to a land application operator or landfill operator who holds the land application permit
or landil permit 2
(c) Dedicated Landfill(burial) by the p.rmittee of the wastewater treatment tadkty_._—_»- __ _.._.-.._.-..5
(9) D> iIDN
(a) Chlorination..____»_..-.._ _ » »_. »..-.5
(b) D.ehlorination..__»..... ...__.....»_.».„._.._.»»._»....»..„ »_....5
(c) Ozone........»...._._....»».._..»_._........_ _»......_»..».._.._.. »_ .__...».».. _ 3
(d) Radiation......._..__».....».»»._ .»»...__.
_3
(10) CHEMICAL ADDITION SYSTEM(S)(see definition No.a)(not applicable to chemical additions rated as item(3)W.
(5)(a)(xl). (6Xa). (sp. (7)(b). (7)(.). (oaf. (9)(b) or (0)(c) 5 points each: —
• List sp17 •___.». _.»..». _.. 4‘-'
7.7C44
».... .._».. _.__.._.._._....„_..____..»»..__.. ..__»....»...»_»_3
(11) NISCELLANEOUS UNITS/PROCESSES
(a) Holing Ponds,Holding Tanks or Settling Ponds for Organic or Toxic Mat.rtak Including wastes from mining
operations containing nitrog.n or phosphorus compounds in amounts slgnikartly greater than is common
fordom.stk wastewater...»....»......»»..„._.„.»-.--. ._».-.....-»-»...»....„.......»-»-..__..--».»._....-..„..-.»„.-„A
(b) Effluent Flow Equalization(not applicable o storage baslr*which are inherent in land application systems)—.2
(c) Stage Discharge (not applicable to storage basics i harem in land application systems)
(d) Pumps.. __...»»...__ ..._.___... ....
(a) Stand-By Power Supply..._......__..»»...._.._..._ __.._ _...___-•—__.._._._.3
(f) Therms'Pollution Control Device......_..„_.»...__._..._ ___.-._.»..-__ _. ..3
TOTAL POINTS-_........».____
CLASSFEATfON
Os I_ 6-25 Points
Class IL._ 26-50 Pokes
Mull..»..._..____.._... . ___.....__....___ 51-65 Points
Class IV _._..._.... SbUp Points
Facilities having a rating of one through bur points,inclusive,do not require a osrrtlad operator.
Facitlil s having an activated sludge process w0 be assigned a mInYnrm tlssslli atlon of Class IL
Foalties having treatment processes for the removal of metal or cyanide will be assOned a minimum classification of Class IL
Facilities having treatment processes for the biological removal of phosphorus will be assigned a mkhiraim dasadostlon of Ctsss M.
3004 OEFid►IONS
The following definition Mal apply throughout it* Subchapter. .
(1)Activatsd Carbon Beds. A physical/chemical method for reducing soluble organic material from wastewater effluent;The colurm-type beds used In this
method will have a flow rate varying from two to eight gallons per minute per square foot and may be either upfbw or dowrflow carbon beds. Carbon may or
may not be regenerated an the wastewater treatment plant site;
(2)Aerated Lagoons. A basin In which at solids are maintained in suspension and by which biological oxidation or organic matter is reduced through wtificaily
accelerated Vander of oxygen on a flow-through basis;
(3)Aeration. A process of bringing about Minims oortuCt between air or high purity oxygen In a liquid by spraying.agitation or dituaon(3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 16 hours.
(4)Agriculturally managed silt. Any site on which a crap is produced.managed.and harvested(Crop includes grasses,grains.trees.etc.);
(5)Al Stripping. A process by which the ammonium ion is first comforted to dissolved ammonia(pH adjustment)with the ammonia then released to the
atmosphere by physical mare;or other similar processes which remora petroleum products such as benzene.toluene,and ityiere.
(B)Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the
absorbed impurities;
(7)Carbonaceous Stags. A stage d wastewater treatment designed to schwa"secondary'ethers Inks; '
(E)Centrifuge. A mechanical orrice in winch centrifugal bra is used to separate solids from liquids or to separate liquids of difersA denN:u•
on Chemical Addition Systems-The addition of chemical(s)to wastewater a an application point for purposes of krproving solids removal.pH adjustment.
alkalinity control.ore-;the capability to experiment with afferent chemicals and afferent application polite to achieve a specific result w!be considered one
system;the capability to add chemicals)to dual unit*wit be rated as one system;capability to add a dwnkal at a dlfersnt application points for different
purposes aft murk In the systems being rated as wands systems;
(10)Chemical Sludge Cordttlorl g, The addition of a comical compound such as ire,ferric chloride.era polymer to wet sludge to coalesce the mess prior to
Is application to•dewaterig device;
(11)Closed Cycle Systems. Use of holding ponds or holding tanks for contakvneri of wastewater oontalnig Inorganic,non-toxic materials from sand,gravel
crushed stone or other siml r operations.Such systems shall carry a maximum of two points regardless d pumping facilities or any other appurtenances;
(12)Combined Removal el Carbonaceous BOO and Nhrog.ous Removal by Mtrikatbn-A single stage system required to achieve permit effluent Iirmits on BOD
and ammonia nitrogen within the same biological reactor,
(13)Dechlorkntbn. The partial or complete reduction of residual chio.re In a liquid by any chemical or physical process;
(14) Denkrtication Process. The conversion el nitrate-nitrogen to nitrogen gas;

(15)Electrodlafysls. Process for removing ionized salts from water through the use of ion-selective ion-exchange membranes;
(16)Filter Press. A process operated mechanically for partially dewatering sludge;
(17) Foam Separation. The planned frothing of wastewater or wastewater effluent as a means of removing excessive amounts of detergent materials through
the introduction of air in the form of fine bubbles;also called foam fractionation;
(18)Grit Removal. The process of removing grit and other heavy mineral matter from wastewater;
(19) Imhoff Tani*. A deep two story wastewater tar*consisting d an upper sedimentation chamber and a lower sludge digestion chamber.
(20) Instrumented Flow Measurement. A device which Indicates and records rate of flow;
(21)Ion Exchange. A chemical process in which ions from two different molecules are exchanged;
(22) Land application:
(a)Sludge Disposal. A final sludge disposal method by which wet sludge may be applied to land either by spraying on the surface or by subsurface injection
(l.e., chisel plow);[not applicable for types of sludge described in(11) of this Rule];
(b)Treated Effluent. The process of spraying treated wastewater onto a land area or other methods of application of wastewaterpnto a land area as a
means of final disposal or treatment;
(23)Microscreen. A low speed,continuously back-washed, rotating drum filter operating under gravity cordltions as a polishing method for removing
suspended solids from effluent;
(24)Nitrification Process. The biochemical conversion of unoxidized nitrogen(ammonia and organic nitrogen)to oxidized nitrogen (usually nitrate);
(25) Nitrogenous Stage. A separate stage of wastewater treatment designed for the specific purpose of converting ammonia nitrogen to nitrate nitrogen;
(28) Phosphate Removal, Biological. The removal of phosphorus from wastewater by an oxic/arnoxic process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Polishing Pond. A hotting pond following secondary treatment with sufficient detention time to allow settling of finely suspended solids;
(28) Post Aeration. Aeration following conventional secondary treatmen units to Increase effluent D.O.or for any other purpose;
(29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen is added to the effluent by a nonmechanical,gravity means of flowing down a
series of steps or weirs; The flow occurring across the steps or weirs moves in a fairly thin layer and the operation of the cascade requires no operator
adjustment;thus,zero points are assigned even though this is an essential step to meeting the limits of the discharge permit;
(30) Powdered to Granular Activated Carbon Feed. A biophysical carbon process that utilizes biological activity and organic absorption by using powdered or
granular activated carbon; Virgin or regenerated carbon is feed controlled Into the system;
(31) Preaeration. A tank constructed to provide aeration prior to primary treatment;
(32) Preliminary Units. Unit operations In the treatment process.such as screening and comminution,that prepare the liquor for subsequent major operations;
(33) Industrial Pretreatment.
(a) Pre-treatment Unit, Industrial. The conditioning of a waste at its source before discharge,to remove or to neutralize substances injurious to sewers and
treatment processes or to effect a partial reduction In load on the treatment process which is operated by the same governing body as tie wastewater
treatment plant being rated;
b)Pre-treatment Program,Industrial-must be a State or EPA required program to receive points on the rating sheet;
(34) Primary Clartfers. The first settling tanks through which wastewater is passed In a treatment works for the purpose of removing settleable and suspended
solids and BOO which is associated with the solids;
(35) Pumps. All influent, effluent and in-plant pumps;
(36) Radiation Disinfection or sterilization process utilizing devices emitting ultraviolet or gamma rays;
(37)Reverse Osmosis. A treatment process In which a heavy contaminated liquid is pressurized through a membrane forming nearly pure liquid free from
suspended solids;
(38) Rotating Biological Contractors. A fixed biological growth process in which wastewater flows through tanks In which a series of partially submerged circular
surfaces are rotated;
(39)Sand Filters:
(a) Intermittent Biological. Filtration of effluent following septic tanks, lagoons,or some other treatment process In which further biodecomposition is
expected to produce desired effluents;Hydraulic loading rates on these filters are computed In gpdrac and have a resulting low gprn/st(less than one);
b) Recirculating biological-the same type of sand filter as defined in Subparagraph(39)(a)of this Rule with the added capability to recycle effluent back
through the sand filter,
(40)Sand or Mixed-Media Filters. A polishing process by which effluent limits are achieved through a further reduction of suspended solids;
(a)low rate—gravity,hydraulically loaded filter with loading rates in the one to three gpriVsf range;
(b)high rate—a pressure,hydraulically loaded filter with loafing rates In the five gpmmsf range;At any rate,the loading rate will exceed three gantlet;
(41) Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges associated with the
biological treatment units;
(42) Separate Sludge Reaeratbn. A part of the contact stabilization process where the activated sludge is transferred to a tank and aerated before returning It
to the contact basin;
(43) Septic Tank. A single-story settling tank in which settled sludge is in contact with the wastewater flowing through the tank;shall not be applicable for
septic tank systems serving single family residences having capacity of 2.000 gallons or less which discharge to a nitrification field;
(44)Sludge Digestion. The process by which organic or volatile matter and sludge is gasified,liquefied,mineralized or convened into more stable organic matter
through the activity of living organisms, which Includes aerated holding tanks;
(45)Sludge Drying Beds. An area comprising natural or artificial layers of porous materials upon which digested sewage sludge Is dried by drainage and
evaporation;
(46)Sludge Elutriatbn. A process of sludge conditioning In which certain constituents are mmoved by successive washings with fresh water or plant effluent;
(47)Sludge Gas Utilization. The process of using sewage gas for the purpose of heating buildings,driving engines,etc.;
(48)Sludge Holding Tank(Aerated and Nonaerated). A tank utilized for small wastewater treatment plants not containing a digester In which sludge may be
kept fresh.and supernatant withdrawn prior to a drying method(le.sludge drying beds);This may be done by adding a small amount of air simply to keep the
sludge fresh,but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaerated tank would simply be used to
decant sludge prior to dewatering and would not allow long periods (several days of detention) without resulting odor problems;
(49)Sludge Incinerators. A furnace designed to bum sludge and to remove al moisture and combustible materials and reduce the sludge to a sterile ash;
(50)Sludge Stabilization(Chemical or Thermal). A process to make treaded sludge less odorous and outreacrb e,and to reduce the pathogenic organism
content;This may be done by pH adjustment,chlorine dosing, or by heat treatment;
(51)Sludge Thickener. A type of sedimentation tank In which the sludge is permitted to settle and thicken through agitation and gravity;
(52)Stabilization Lagoon. A type of oxidation lagoon In which biological oxidation of organic matter Is effected by natural transfer of oxygen to the water from
air (not a polishing pond);
(53)Staid-By Power Supply. On site or portable electrical generating equipment;
(54)Static Screens. A stationary screen designed to remove solids,including non-biodegradable particulate(floatable solids,suspended solids and SOD
reduction)from municipal and Industrial wastewater treatment systems;
(55)Tertiary Treatment. A stage of treatment following secondary which Is primarily for the purpose of effluent polishing;A settling lagoon or sand or coal filter
might be employed for this purpose;
(58)Thermal Pollution Control Device. A device providing for the transfer of feat from a fluid flowing In tubes to another fluid outside the tubes,or vice versa;
or other means of regulating liquid temperatures;
(57)Thermal Sludge Conditioner. A conditioning process by which heat is added for a protracted period of time to Improve the dewaterabllty of sludge by the
soiubLYzing and hydraultzl ng of the smaller and more highly hydrated sludge pandas;
(58)Toxic Materials. Those wastes or combinations of wastes,including disease-causing agents which after discharge and upon exposure.Ingestion,inhalation
or assimilation Into any organism,either directly from the environment or Indirectly by ingestion through food chain,will cause death,disease,behavioral
abnormalities,cancer,genetic mutations,physiological malfunctions(including malfunctions In reproduction)or physical deformation,in such organisms or their
offspring;Toxic materials Nude,by way of illustration and riot pmhatiorc lead,cadmium,chromium,mercury,vanadium,arsenic,zine,ortho-nitro-chbrobenzene
(ONCB),polychlorinated biphenyls(PCBs)and dfdlbrodiphen yt trlcNoroethare(DDT);and any other materials that have or may hereafter be detemened to have
toxic properties;
(59)Trickling Filter. A biological treatmer unit consisting of a material such as broken stone or rock over which wastewater is distrbuted;A high rate trickling
filter is one which operated at between 10 and 30 mgd per acre. A low rate tridding filter is one which is designed to operate at one to four mgd per acre;
(60)'Molding Filter(Packed Tower). A plug flow type of operation In which wastewater flows down through successive layers of media or filtrate material;Organic
material is removed continually by the active biological fixed growth in each successive layer. This method may produce'secondary'quality effluent,or may be
adapted to produce a nitrated effluent;
(61)Vacuum Filler,Centrifuges,or Flier Presses. Devices which are designed to remove excess water from either digested or undigested sludge prior to disposal
or further treatm erL

State of North Carolina /1 SS r • Department of Environment, A
Health and Natural Resources ��Ue �,
litt.
Division of Environmental Management 16ACIMg&--
0,—........--.......At
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ED E I-I N
A. Preston Howard, Jr., P.E., Director
N.C. DEPT. OF
ENVIRc)N',.1r^,T. HEALTH,
April 8, 1996 & N=� U cvL 1 ESOURCES
Mr. Layton Schuh APR 1 1 1996
Environmental Manager
CR Industries DIVISION et EN4''.^9N'1E';TAL EsA;�A,EtiIENT
4307 South York Road
Gastonia, North Carolina 28053-1767 k;OaRESVFLLE REGIONAL OFFICE
Subject: NPDES Permit Application
Permit No. NC0004260
CR Industries
Gaston County
Dear Mr. Schuh:
This is to acknowledge the receipt of the following on March 25. 1996:
- Application Form.
- Application Processing Fee Of$400.00
This application has been assigned to Paul Clark [phone] extension 580 of our
Permits Unit for review. You will be advised of any comments,recommendations,
questions or other information necessary for the review of the application.
A copy of the application package has been sent to the Mooresville Regional Office where
staff personnel will prepare a staff report and recommendations regarding this discharge. If
you have any questions regarding this application, please contact Paul Clark.
Sincerely,
)7
gi ,:!? (i,e;--.1-----)
- -L,_ David A. Goodrich, Supervisor
NPDES Group
cc: #.v t,:., ' t:':E ' :tial Oe,Water.Quality Section
`'ermit File NC0004260
i ) 4K aivAtIZ (1( (je,p oil dcy.2,fil
\v, . , 4. Ls-II c� duo.,
P.O. Box 29535,Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%post-consumer paper

CR INDUSTRIES • 4307 SOUTH YORK ROAD, GASTONIA, NORTH CAROLINA 28053-1767 • 704/864-8351
CR
IADUfTRIff N.C. DEPT. OF
ENVIRONMENT. HEALTH,
& NATURAL RESOURCES
APR 11 1996
March 15, 1996
DIVISION OF ENVROONMENTAL MANAGEMENT
ItONESVIELE REGIONAL OFFICE
..n
C •
Mr. Donald A. Goodrich
Permits and Engineering Unit «�
WQ Section
Division of Environmental Management �.
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Mr. Goodrich:
Subject: CR Industries, Gastonia, North Carolina
NPDES Permit Renewal Application
NC0004260
By this letter and its attachments, CR Industries is applying for the renewal and
modification of its current NPDES permit. Enclosed is a check for $400 to cover the
application fee.
Our request for modification of the current permit is to reduce the monitoring
frequency for all the metals which include chromium, cadmium, copper, lead, nickel,
silver, zinc, and cyanide from weekly or bimonthly to monthly. We are also
requesting that the weekly sampling frequency for BOD, DO, TSS, NH3, and
oils/grease be reduced to monthly. It is CR Industries' belief that the historical
sampling events and their results justify this modification to the permit.
If you have any questions, please contact me.
Sincerely,
l
A 7
Layton Schuh
Environm ten al Manager
c.c. J. D. Burris
LTS60305BNL

go. 322805 WMF sKF USA Inc. REMITTANCE GENERAL. 1100 FIRST AVENUE
STATEMENT OFFICE > ZING OF PRUSSLA.PA 19406
'ENDOR VENDOR YOUR INV.DATE SKF
NO. INVOICE NO. MO. DAY INVOICE GROSS AMOUNT DISCOUNT AMOUNT OF PAYMENT
NO.
'.7909WW DISCHG.PERMI 03/05 96'50850 400 .00 400 .00
RETUR • GAS NIA TO LAYTON S UH TO SEND WITH APPLICATION
400 . 00 400 . 00
DETACH BEFORE DEPOSITING
'o. 322805 62-22
rEMEP' SKF USA Inc. r
PAY TO THE ZING OF PRUSSIA,PA DATE
JRDEROF ENVIRONMENT,HEALTH AND NATURAL 03 07 6
RESOURCES
DIV. OF ENVIRONMENTAL MGT.
RALEIGH NC 27626-0535
EXACTLY*******40ODOLLARS 0OCENTS
V1
CoreStates Bank
of Delaware NA
AUTHORIZED SIGNATURE
III 322805"i' 1:03i1,002251: 0034ffii94810
:r„

CR
CHICAGO
RAWHIDE
•
CR INDUSTRIES
GASTONIA, NORTH CAROLINA
NPDES PERMIT NC 0004260
RENEWAL APPLICATION
MARCH 1996
Table of Contents
Form C Application 1-17
Facility Location Map 18
USGS Site Map 19
Water Balance 20
Attachment 1 : Sludge Management 21
Attachment 2: Priority Pollutant Analysis 22
Attachment 3: Wastewater Treatment System 23
Diagrams M 1 & M2

•
f-OR AGENCY USE
NORTH CAROLINA DEFT.OF ENVIRONMENT,HEALTH,AND NATURAL RESOURCES
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
STANDARD FORM C - MANUFACTURING AND COMMERCIAL
SECTION I. APPLICATION AND FACILITY DESCRIPTION
Unless otherwise specified on this form all Items are to be completed. If an Item Is not applicable Indicate'NA'.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO BOOKLET
BEFORE FILLING OUT THESE ITEMS.
Please Print or Type
1. Legal Name of Applicant 101 CR Industries
(see instructions)
2 Mailing Address of Applicant
(see Instructions)
Number&Street 102a 4307 South York Road, PO Box 1767
City 102b Gastonia
State 102c NC
Zip Code 102d 28052
3. Applicants Authorized Agent
(see Instructions)
Name and Titie 103a Layton Schuh
Environmental Manager
Number&Street 1R3b 4307 South York Road
City 103c Gastonia
State 103d NC
Zip Code 103e 28052
Telephone 103f 704 864-8351
Area Number
4. Previous Application Code
1f a previous application for a
permit under the National
Pollutant Discharge Elimination
System has been made,give
the date of application. 104 92 11 04
YR MO DAY
I certify that I am familiar with the information contained in this application and that to the best of my knowledge and belief such information is true,complete,
and accurate.
J. D. Burris 102e Director of Operations
Printed Name of rson Signing • Title
1021 96 03 15
Signal e p nt or Authorized Agent YR MO DAY
Date Application Signed
Carolina General Statue 143-215.6(b)(2)provides that Any person who knowingly makes any false statement representation,or certification in any
application,record,report,plan,or other document files or required to be maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article,or who falsifies,tampers with,or knowingly renders inaccurate any recording or monitoring device or method required
to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article,shall be guilty of a
misdemeanor punishable by a fine not to exceed$10,000,or by imprisonment not to exceed sbc months,or by both. (18 U.S.C.Section 1001 provides a
punishment by a fine or not more than$10,000 or imprisonment not more than 5 years,or both,for a similar offense.)

FOH AGENCY USE •
•
Y'
5. Facility(see instructions)
Give the name,ownership,and
physical location of the plant or
other operating facility where
discharge(s)presently occur(s)
or will'ame toss occur. CR Industries
flame
Ownership(Public,Private
or both Public and Private) 105b 0 Pus ®PRV El BPP
Check block if a Federal
facility 105c 0 FED
and give GSA Inventory
Control Number 105d
Location:
Number&Street 105e 4307 South York Road
PO Box 1767
City 105f Gastonia
County 106g Gaston
State 105h NC
6. Nature of Business State the nature 106a Manufacture Oil Seals
•
of the business conducted at the
plant or operating facility.
106b AGENCY USE
7. Facility Intake Water(see
instructions) Indicate water intake
volume per day by sources.
Estimate average volume per day
in thousand gallons per day.
Municipal or private water system 107a 53.3 thousand gallons per day
Surface water 107b thousand gallons per day
Groundwater 107c thousand gallons per day
Other' 107d thousand gallons per day
Total Item 7 107e 53.3 thousand gallons per day
• If there is intake water from'other', 107f ,
specify thec source.
8. Facility Water Use Estimate average
volume per day in thousand gallons
per day for the following types of
water usage at the facility.
(See instructions)
Noncontact cooling water. 108a 3.1 thousand gallons per day
Boiler feed water 108b 0.7 thousand gallons per day 4
Process water(including contact 108c 41.2 . thousand gallons per day
cooling water)
Sanitary water 108d 8.0 thousand gallons per day
Other 106e 0.3 thousand gallons per day
Total Item 8 108f 53.3 thousand gallons per day
'If there are discharges to'other',
specify 108g
If there is'Sanitary'water use, 108h 325 people served
give the number of people served.
2

t-0Ft AUENC:Y USE
9. All Facility Discharges and other Losses.Number
and Di rge(See instructions)Volume Specify the
number of discharge points and the volume of water
discharged or lost from the facility according b the
categones below. Estimate average volume per day in
thousand gallons per day
Number of Total Volume Discharged,
Discharge Points Million Gallons Per Day
Surface Water 109a1 1 109a2 U.U 43 5
•
Sanitary wastewater transport system 109b1 10962
•
Storm water transport system 109c1 109c2
Combined sanitary and storm water 109d1 • 109d2
transport system .
Surface impoundment with no 109e1 109e2
effluent •
Underground percolation 109f 1 109f2
Well injection 109g1 109g2
Waste acceptance firm 109111 109h2
Evaporation 1 09i 1 Multiple logi2 0.0095
Consumption 109j1 109j2
Other 109k1 1 109k2 0.0003
Facility dischargers and volume
Total Item 9 10911 10912 0.0533
if there are discharges to'other, 109m1 Fire protection -quipment testing to lawn
specify.
10. Permits,Licenses and Applications
List all existing.pending or denied permits,licenses and applications related to discharges from this facility(see instructions)
Issuing For Type of Date Date Date Expiration
Agency Agency Permit or Filed Issued Denied Date
Use License ID Number YR/MO/DA YR/MO/DA YR/MO/DA YR/MO/DA
(a) (b) (c):: .. (d) (e) • (I) (g) (h)
1.
NCDEHNR NPDES NC0004260 92/11/04 95/04/26 • 96/09/30
2. City of Ind. User
Gastonia Pretrtmt 96/02/16
3.
11. Maps and Drawings
Attach all required maps and drawings to the back of this application. (see instructions)
12. Additional Information
Item
112 Number Information

•
FOR AGENCY USE •
STANDARD FORM C - MANUFACTURING AND COMMERCIAL
SECTION II. BASIC DISCHARGE DESCRIPTION
Complete this section for each discharge Indicated in Section I,Items 9,that Is to surface waters. This Includes discharges to municipal sewerage systems in
which the waste water does not go through a treatment works prior to being discharged to surface waters. Discharges to wells must be descrbed where there are
also discharges to surface waters from this facility. SEPARATE DESCRIPTIONS OF EACH DISCHARGE ARE REQUIRED EVEN IF SEVERAL DISCHARGES
ORIGINATE IN THE SAME FACILITY. All values for an existing discharge should be representative of the twelve previous months of operation. If this Is a proposed
discharge,values should reflect best engineering estimates.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO BOOKLET
BEFORE FILLING OUT THESE ITEMS.
1. Discharge Serial No.and Name
a Discharge Serial No. 201a 001
(see instructions)
b. Discharge Name 201b Crowders Creek Outfall, Crowders Creek
Give the name of discharge,if
any(see instructions)
c. Previous Discharge Serial No 201c 001
If a previous permit
application was made for this dis-
charge(Item 4,Section I)provide
previous discharge serial
number.
2. Discharge Operating Dates 66 02
a Discharge Began Date 2023
If the discharge described below Yr Mo
is in operation,give the date
(within best estimate)the
discharge began
b. Discharge to Begin Date 202b
If the discharge has never YR MO
occurred but is planned for some
future date,give the date the
discharge will begin.
c. Discharge to End Date If the 202c
discharge is scheduled to be YR MO
discontinued within the next 5
years,give the date(within best
estimate)the dscharge will end.
3. Engineering Report Available
Check if an engineering report is
available to reviewing agency
upon request(see instructions) 203 Cx
4. Discharge Location Name the
political boundaries within which
the point of discharge is located: Agency Use
�� 2o4a North Carolina 204d
County 204b Gaston 204e
(If applicable)City or Town 204c 204f
5. Discharge Point Description
(see instructions) •
Discharge into(check one)
Stream(includes ditches,arroyos, 205a ® STR
and other watercourses
Lake 0 LKE
Ocean OCE
Municipal Sanitary Wastewater MTS
Transport System
Municipal Combined Sanitary
and Storm Transport System MCS

•
•
FOH Ali=NC"1.5E
• DISCHARGE SERIAL NUMBER
001
Municipal Storm Water Transport 0 STS
System
Well(injection) 0 WEL
Other �OTH
If'other is checked,specify type 205b
6. Discharge Point-Lat/Long.
Give the precise location of the
point of Dscharge to the nearest
second.
Latitude 206a 35 DEG. 11 MIN. 3 SEC
Longitude 206b 81 DEG. 12 MIN. 24 SEC
7. Discharge Receiving Water Name
Name the waterway at the point of 207a
discharge.(see instructions)
If the discharge is through an outfall that extends 207b
beyond the shoreline or is below the mean low
water line,complete item 8,
For Aoe^^r Use
I v I S;.c
207c
For Aoenry Use
3;ae
8. Offshore Discharge
a. Discharge Distance from Shore 208a 2 feet
b. Discharge Depth Below Water 208b feet
9 Discharge Type and Occurrence
a Type of Discharge Check
•
whether the discharge is 209a 0 (con)Continuous
continuous or intermittent g (int)Intermittent
(See instructions)
b. Discharge Occurrence Days
per Week.Enter the average
number of days per week 209b 6 days per week
(during periods of discharge)
this discharge occurs.
c. Discharge Occurrence-Months 209c ci JAN 0 FEB 0 MAR
If this discharge normally oper- ❑ APR Ei MAY Ei J U N
ates(either intermittently or ❑ JUL 0 AUG SEP
continuously)on less than a yea 0 OCT 0 NOV 0 DEC
around basis(exctudng shut-
downs for routine maintenance),
check the months during the ye-
when the discharge is operating
(see instructions)
Complete Items 10 and 11 if'intermittent'is
checked in Item 9.a.Otherwise,proceed to
Item 12.
10. Intermittent Discharge Quantity
State the average volume per dis- 210 4 8.9 thousand gallons per day
charge occurrence in thousands of
gallons
11. Intermittent Discharge Duration •
and Frequency
a Intermittent Discharge Duration
Per Day State the average 211a 16 hours per day
number of hours per day the
discharge is operating
b. Intermittent Discharge
Frequency State the average 211b 1 discharge occurrences per day
number of discharge occurren. .
per day during days when •
discharging
12. Maximum Flow Period Give the
time period in which the maximum 212 From 04 to 09
flow of this discharge occurs month month
5

FOR AGENCY USE
DISCHARGE SERIAL NUMBER
001
13. Activity Description Give a 213a 1. Stamping cold rolled steel (CRS) components
narrative description of activity 2. Alkaline cleaning of CRS components
producing this discharge(see 3. Phosphating CRS components
instructions) 4. Alkaline cleaning of synthetic elastomer molds
5. Sanitary waste
6. Cooling water
•
14. Activity Causing Discharge For each SIC Code which
describes the activity causing this discharge,supply the
type and maximum amount of either the raw material
consumed(Item 14a)or the product produced(Item 14b)
in the units specified in Table I of the Instruction Booklet.
• For SIC Codes not listed in Table I,use raw material or
production units normally used for measuring production
(see instructions)
a Raw Materials
Maximum Unit Shared Discharges
SIC Code Name Amount/Day (See Table I) (Serial Number)
214a (1) (2) (3) (4) (5)
3469 Cold Rolled Steel 8.0 Ton 001
Drawing Oil 10.0 Gal 001
3471 Cleaning CRS
Components
35% Sodium Hyd:oxide 2.0 Gal 001
b. Products
Maximum Unit Shared Discharges
SIC Code Name Amount/Day (See Table I) (Serial Number)
214b (1) (2) (3) (4) (5)
214a (continued)
SIC Code Name Max Amt/Day Unit Shared Discharge
3471 Mold Cleaning 50 Lbs , 001
50% Sodium Hydroxide
3479 Phosphatizing CRS Components 35 Lbs 001
Phosphoric Acid-Zinc
Solution 15%
Alkaline Cleaning CRS Components 60 Lbs 001
20% Potassium Hydroxide
20% Sodium Hydroxide
Acid Pickle CRS Components 13 Lbs 001
45% Phosphoric Rust Inhibitor
70% Mineral Oil
Rust Inhibitor 3 Lbs 001
70% Mineral Oil
4952 Sanitary Waste 325 Employees 001

•
rhirliMill an al
•
DISCHARGE SERIAL NUMBER
001
15 Waste Abatement
a Waste Abatement Practices •215a Narrative:
pescribe the waste abatement The sanitary waste is treated in an activated sludge
practices used on this dis- type package plant. The sanitary effluent from the
charge with a brief narrative package plant enters combined industrial waste -
(see instructions) sanitary waste equalization basin, and is mixed with
• industrial waste. These wastes are then treated by
the physical-chemical treatment facility.
b. Waste Abatement Codes 215b (1) PSKIMC (2) BACTIV (3) PEOUAL
Using the codes listed in Table (4) CPHADJ (5) CCOAGN (6) CPHADJ
II of the Instruction Booklet, (7) CFLOCC (8) PFLOAT (9) PEQUAL
describe the waste abatement (10) PSCREE (11) OMONIT (12) SPRESS
processes for this discharge in (13) SLANDD (14) (15)
the order in which they occur (16) (17) (18)
if possible. (19) (20) (21)
(22) (23) (24)
(25)

FOR AGENCY USE (..i/ * i »
DISCHARGE SERIAL NUMBER
001
16. Wastewater Characteristics
Check the box beside each constituent which is present in the effluent(discharge water). This determination is to be
based on actual analysis or best estimate.(see instructions)
Parameter Present Parameter Present
216 216
Color Copper
00080 01042 x
Ammonia Iron
00610 x 01045 x
Organic nitrogen Lead
00605 x 01051 x
Nitrate Magnesium
00620 x 00927 x
Nitnte Manganese
00615 x 01055
Phosphorus Mercury
00665 x 71900
Sulfate Molybdenum
00945 x 01062
Sulfide Nickel
00745 01067 x
Sulfite Selenium
00740 01147
dromide Silver
71870 01077 x
Chlonde Potassium
00940 00937 x
Cyanide Sodium
00720 x 00929 x
Fruonde 1 hallium .
00951 01059
Aluminum I itanwm
01105 x 01152
Antimony 7 in
01097 01102
Arsenic Zinc
01002 01092 x
Beryllium Algicides'
01012 74051
Banum Chlorinated organic compounds'
01007 7405?
Boron Pesticides'
01022 74053
Cadmium Oil and grease
01027 x 00550 x
Calcium Phenols
00916. x 32730 x --
Cobalt Sunactants
01037 38260 x
Chromium Chlonde
01034 x 50060 x
Fecal colifor n bactena Radioactivity
74055 x 74050
•Specify substances,compounds and/or elements in Item 26. .
Pesticides(insecticides,fungicides,and rodenticides)must be reported in terms of the acceptable common names specified in Acceptable Common Names
and Chemical names for the In relent Statement on Pesticide Labels,2nd Edition,Environmental Protection Agency,Washington,D.C.20250,June 1972,as
required by Subsection 162.7(b)of the Regulations for the Enfoicxrnent of the Federal Insecticide,Fungicide,and Rodenticide Act
•
•

FOH ALiENUY USE
DISCHARGE SERIAL NUMBER
001
17. Description of Intake and Discharge
For each of the parameters listed below,enter in the appropriate box the value or code letter answer called for(see instructions)
In addition,enter the parameter name and code and all required values for any of the following parameters if they ere checked in Item 16:
ammonia,cyanide,aluminum,arsenic,beryllium,cadmium,chromium,copper,lead,mercury, nickel,selenium,zinc,phenols,oil and grease,and
chlorine(residual).
•
Influent Effluent
Untreated In-Plant Daily Minimum Maximum Frequency Number o Sample
Parameter and Code Intake Treated Average Value Value of Analysis Analyses Type
Water Intake Observed or Observed or
217 (Daily Water Expected Expected
average) (Daily During During
average) Discharge Discharge
Activity Activity
(1) (2) (3) (4) (5) (6) (7) (8)
Flow'
Gallons per day
00056 53,300 48,90C 5,800 144,000 5/7 313 . 16
pH
Units >:
00400 6. 8.9 5/7 313 G
Temperature(winter)
`F
74028 63 48 73 5/7 145 G
Temperature(summer)
'F
74027 79 64 88 5/7 168 G
Biochemciai Oxygen
Demand
(BOD 5-Day)
mg/I 23.2 1.1 78.9 1/7 48 16
00310
Chemical Oxygen
Demand(COD)
mg,1
00340 366 108 1,272 3 16
Total Suspended
(nonfilterable)Solids
mg/I
0 530 15.5 2.1 47 1/7 50 16
Specific Conductance
micromhos/cm at 25`C A "
00085 ?
Settleable Matter
(residue)
ml/i
00545
•
•Other cischarges sharing intake flow(serial numbers)(see instructions)
9

FOR AGENCY USE r
3
DISCHARGE SERIAL NUMBER
001
17. (Cont'd)
Influent - Effluent f
Untreated In-Plant . Daily Minimum Maximum - Frequency Number Sample J
Parameter and Code Intake Treated Average Value Value of Analysis of Type
Water Intake Observed or Observed or Analyses
217 (Daily Water Expected Expected
average) (Daily During During
average) Discharge Discharge
Activity Activity
(1) (2) (3) (4) (5) (6) (7) (8)
NHS as N 00610 mg/L I 0.9 .0.1 8.2 1/7 49 16
Fecal Coliform 31616/100 ml 9 < 2 300 1/7 52 G
Oil & Grease 00556 ng/L 23.8 1.0 557 1/7 50 G
Phenols 32732 mg/L ( 2.79 ( 0.006 13.1 1/30 12 G
Chromium 01034 mg/L < 0.010 C 0.005 0.025 1/15 37 16
Cadmium 01027 mg/L c 0.00: < 0.001 0.008 1/15 39 16
Copper 01042 mg/L c 0.07: < 0.005 0.360 1/15 42 16
18. Plant Controls Check if the following
plant controls are available for this
discharge 218
Alternate power source for major
pumping facility 0 APS
Alarm or emergency procedure for
power or equipment failure Ei ALM
Complete Item 19 if discharge is from
cooling and'or steam water
generation and water treatment
additives are used
19. Water Treatment Additives If the
discharge is treated with any
conditioner,inhibitor,or algicide,
answer the following:
a Name of Material(s) 219a
b. Name and address of 219b
manufacturer
c, Quantity(pounds added per 219c
million gallons of water treated) •
217 CONTINUED
Lead 01051 mg/L ( 0.018 <0.010 0.423 1/7 50 16
Iron 01045 mg/L < 0.072 <0.025 0.225 1/30 13 16
Nickel 01067 mg/L < 0.007 <0.005 0.030 1/7 50 16
Silver 01077 mg/L < 0.001 <0.001 0.011 1/7 50 16
Zinc 01092 mg/L < 0.429 <0.010 1.49 1/7 50 16
Cyanide 00720 mg/L < 0.006 c0.005 0.038 1/7 48 16
Phosphorus 00665 mg/L 0.62 0.17 1.22 1/90 4 16
Total Nitrogen 00600 mg/L 8.8 3.3 17.2 1/90 3 16
DO mg/L 7.3 4.0 10.8 1/7 52 G
Chronic Tox 3.3, Pass 1/90 4 16
Aluminum 01105 mg/L
to

•
,FOH AGENCY USt
•
DISCHARGE SERIAL NUMBER
001
d Chemical composition of these I 219d I
additives(see instructions)
Complete Items 20-25 if there is a thermal discharge
(e.g.,associated with a steam and/or power generation
plant,steel mill,petroleum refinery,or any other
manufacturing process)and the total discharge flow is
10 million gallons per day or more.(see instructions)
20. Thermal Discharge Source Check 220 -- .
the appropriate item(s)indicating • . - - -
the source of the discharge(see
instructions)
Boiler Blowdown ❑ BLBD _
Boiler Chemical Cleaning ❑ BCCL
Ash Pond Overflow ❑ APOF
Boiler Water Treatment- ❑ EPBD
Evaporator Blowdown
Oil and Coal Fired Plants-Effluent ❑ OCFP
from Air Pollution Control Devices
Condense Cooling Water ❑ COND
Cooling Tower Blowdown ❑ CTBD
Manufacturing Process ❑ MFPR
Other ❑ OTHR
21. Discharge/Receiving Water
Temperature Difference
Give the maximum temperature
difference between the discharge
and receiving waters for summer
and winter operating conditions
(see instructions)
Summer 221a °F
Winter 221b °F
22. Discharge Temperature,Rate of
Change Per Hour 222 °F./hour
Give the maximum possible rate of
temperature change per hour of
discharge under operating
conditions(see instructions)
23. Water Temperature,Percentile
Report(Frequency of Occurrence)
In the table below,enter the
temperature which is exceeded 10%
of the year,5%of the year, 1%of
the year and not at all(maximum
yearly temperature). (see
instructions)
Frequency of occurrence
10% 5% 1% Maximum
a. Intake Water Temperature 223a
(subject to natural changes °F °F °F °F
b. Discharge Water Temperature 223b
°F °F °F °F
24. Water Intake Velocity 224 feet/sec.
(see instructions)
25. Retention Time Give the length of 225 minutes
time,in minutes,from start of
water temperature rise to discharge
of cooling water. (see instructions)

FOR AGENCY USE
.
DISCHARGE SERIAL NUMBER
001
26. Additional Information
Item I Information
•
•

FOR AGENCY USE
STANDARD FORM C - MANUFACTURING AND COMMERCIAL
SECTION III. WASTE ABATEMENT REQUIREMENTS & IMPLEMENTATION (CONSTRUCTION) SCHEDULE
This section requires information on any uncompleted implementation schedule which may have been imposed for construction of waste treatment facilities.
Such requirements and implementation schedules may have been established by local,State,or Federal agencies or by court action. In addition to completing
the following items,a copy of an official implementation schedule should be attached to this application. IF YOU ARE SUBJECT TO SEVERAL DIFFERENT
IMPLEMENTATION SCHEDULES,EITHER BECAUSE OF DIFFERENT LEVELS OF AUTHORITY IMPOSING DIFFERENT SCHEDULES(ITEM la)
AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATIONAL UNITS(ITEM 1c),SUBMIT A SEPARATE SECTION III FOR EACH ONE.
FOR AGENCY USE
Sct>ed. NOT APPLICABLE
•
1. Improvements
a Discharge Serial Numbers 300
Affected List the cscharge
serial numbers,assigned in
Section II,that are covered by
this implementation schedule
b. Authority Imposing Require- 3D1a
ment Check the appropriate
item incicating tie authority
for the implementation schedule
If the identical implementation
schedule has been ordered by
more than one authority,check
the appropriate items. (see
instructions)
Locally developed plan 301b 0 LOC
Areawide Plan ❑ARE
Basin Plan BAS
State approved implementation 0 SOS
schedule
Federal approved water quality WQS
standards implementation plan
Federal enforcement procedure ENF
or action
State court order ❑CRT
Federal court order 0 FED
c. Facility Requirement Specify
the 3-character code of those 3-character
listed below that best describes (general)
in general terms the require-
ment of the implementation 301c
schedule and the applicable six-
character abatement codes(s)
horn Table II of the instruction
booklet If more than one 301d 6-character
schedule applies to the facility (specific)
because of a staged constructior see Table II)
schedule,state the stage of con-
struction being described here
with the appropriate general _--
action code. Submit a separate
Section III for each stage of
construction planned.
New Facility NEW
Modification(no increase in capacity or treatment) MOD
Increase in Capacity INC
Increase in Treatment Level INT
Both Increase in Treatment Level and Capacity ICT
Process Change PRO
Elimination of Discharge EU
13

• • .
hO}i ACit.NUY USE
2. Implementation Schedule and 3. Actual Completion Dates
Provide dates imposed by schedule and any actual dates of completion for implementation steps listed below.
Indicate dates as accurately as possible. (see instructions)
Implementation Steps 2. Schedule (yr/Mo/Day) 3. Actual Completion(Yr/Mo/Day)
a Preliminary plan complete 302a /_l 303a
b. Final plan submission • 302b _J_/ 303b _J_J
c. Final plan complete 302c / / 303c / /
d Financing complete&contract 302d _f � 303d
awarded
e. Site acquired 302e / / 303e
f. Begin constriction 332f / / 303f / /
g End construction 302g 3339
h Begin discharge 302h _/ / 333h /
i. Operational level attained 302i _// 303i / /
14

•
N.C.DEPARTMENT OF NATURAL RESOURCES&COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL REQUIRED INFORMATION
APPLICATION NUMBER NOT APPLICABLE
DISCHARGE SERIAL NUMBER
REFER TO DIRECTIONS ON REVERSE SIDE BEFORE ATTEMPTING TO COMPLETE THIS FORM •
Untreated In-Plant Daily Minimum Maximum Frequency Number Sample
Parameter Intake Treated Average Value Value of Analysis of Type
(Code) Water Intake Analyses
501) (Daily Water •
average) (Daily
average)
(1) (2) (3) (4) (5) (6) (7) (5)
REMARKS:
I certify that I am familiar with the information contained in this report and that to ISe
best of my knowledge and belief such information is true,complete and accurate.
Date rorm Completed Name of Autnonzed Agent Signature
•
15

Directions-For each parameter listed,complete the information
requested in each column in the units specified according to the instructions
given below.
Column 1-Enter the daily average value of the intake water at the
point it enters the facility. If intake water if from more than one source,and
enters the facility at separate entry points,the value given in column 1 should
be weighted proportional to the quantity of flow contributed from each source.
If water is treated before use,completion of this column is not required(see
instructions for column 2). Values of intake are not required for mining
activities.
Column 2-If all or part of intake water is treated before use,
provide values for total intake here instead on in Column 1, Also describe
briefly in item 26'additional information,'the type of treatment performed on
intake water(e.g.,rapid sand filtration,coagulation,flocculation,ion
exchange,etc.)and the percent of intake water contributing to this discharge
that has been treated.
Column 3 -Supply daily average value for the days when
discharge is actually operating or is expected to be operating(a new
discharge). Daily average values are to be computed by weighing the daily
value in proportion to the daily flow. If a discharge occurs irregularly,the
value supplied in the column marked'Daily Average'should represent an
average for the average for the days the discharge actually occurs.Average
values are not to be supplied for pH,specific conductance,and
bacteriological parameters(e.g.,colifor m bacteria).
Columns 4 and 5-Supply minimum and maximum value
observed(or expected for new discharge)over any one day when the
discharge is operating.
Column 6-Specify the average frequency of analysis for each
parameter as number analyses per number of days(e.g.,'3/7'is equivalent
to three analyses performed every 7 days). If continuous,enter'CONT.'
When analyses are conducted on more than one individual grab sample
collected during the same day,the analysis frequency should reflect one
analysis whose value is the average of the individual grab sample
measurements. Average frequency should be based on an operating month.
Column 7-Specify the number of analyses performed at the
average frequency specified in column 6,up to 365.
Column 8-Specify sample type as follows:
G For grab sample(individual sample collected in less than 15
minutes).
#C For composite sample#is to be replaced by the average
number of hours over which the composite sample was collected.
Composite samples are combinations of individual samples
obtained at intervals over a time period,either the volume of
each individual sample is directly proportional to discharge flow
rates or the sampling interval(for constant volume samples)is
inversely proportional to the flow rates over the time period
used to produce the composite.
NA If'CONT'was entered in column 6.
Analytical methods-Appendix A contains all parameters with
their reporting levels,test descriptions,and references. The parameter
values can be determined either by use of the standard analytical methods as
described in table A or by methods previously approved by tie EPA Regional •
Administrator or Director of a federally approved State program(or their
authorized representative)who has jurisdiction over the State in which the
discharge occurs. If the test used is not one shown in table A,the test
procedure should be referenced in'Remarks'or on a separate sheet. If
values are determined to be less than the detectable limits(as determined by
referenced standard analytical techniques and/or instrument manufacturer's
literature),specify'LT(Value of detectable limit)'in the appropriate space.
For example,if the detectable limit is.005 mg/I and quantities of less than
this are determined,specify'LT.005.' Do not enter descriptors such as
'TRACE,''NEG,'etc.for this purpose. If it is your reasoned
judgment that one or more of the required parameters is not present in the
initial untreated or treated process water and/or the discharge,enter an'A'
(meaning'absent')in the appropriate space.
In order for values reported to be representative,it is
recommended that they be based on from at least five to seven analyses of
composite samples(if applicable). Each of the composite samples should be
obtained by compositing frequent samples in proportion to flow over an
operating day. Samples should be taken during period of maximum
production,if possible. If samples are taken at periods of less than •
maximum production,state in'Remarks'the percent of maximum
production that was obtained during the sampling period.
I� /I1

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SOUTH CAROLIN A
CAROLINA 1
LOCATION MAP
CR INDUSTRIES
1 GASTONIA, NORTH CAROLINA

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�� \\ , � \ LOCATION MAP
'�_- �y-^17. .^ -`` MAP i94� i:62 soo
''_• _:� � •^' 1 - _ FROM USGS .I
, z°nCh`i' - =?I' ;':7 - CR INDUSTRIES
!�� GASTON COUNTY
„-�; _ % •;,_./Y- �--_('C}orer� _•.�,- �•- � GASTONIA,
7• ., ".',;;�=• •.`...hr^ ...= ` }. <�� V. ? NORTH CAROLINA
!� :ice

•
Schematic of Water Flow
CR Industries
City: Gastonia
County: Gaston
State: North Carolina
March 1996
MUNICIPAL WATER SUPPLY 53,300 GAL/DAY
33,800 gal/day 4.114 Phosphate Coating 40,300
System
Tank evaporation and
parts drying
6,500 gal/day
700 gal/day Mold Cleaning Tank 900
f
4
Tank evaporation
200 gal/day
500 al/dayF1111111(
Noncontact Cooling 3,100
Water
Evaporation
2,600 gal/day
300
Fire Protection
Equipment Testing
Surface Irrigation
300 gal/day
500 700
Boiler
Evaporation
200 gal/day
8,000 8,000
Domestic Wastewater
43,500 gal/day
Wastewater to Crowders Creek
Treatment Plant
•
�,O

rl
CHICAGO
RAWHIDE
CR INDUSTRIES - - .
GASTONIA, NORTH CAROLINA d
NPDES WASTEWATER
PERMIT APPLICATION
MARCH 1996
ATTACHMENT 1 •
SLUDGE MANAGEMENT NARRATIVE DESCRIPTION
Sludges are generated at two points in the wastewater treatment system. Waste
activated sludge is removed periodically from the package plant that treats
sanitary waste from the facility. A Liquid Waste, Inc., pumper truck conveys the
sludge for disposal at a North Carolina permitted treatment facility operated by the
Charlotte-Mecklenburg Utility Department. A letter confirming Liquid Waste, Inc.,
services is attached.
The industrial wastewater sludge is generated in the precipitation floculatron and
dissolved air flotation process and is dewatered using a plate and frame filter
press. The filtrate is returned to the treatment system. The dewatered sludge has
been determined to be a RCRA nonhazardous waste material and is being
disposed in a South Carolina Waste Management, Inc., landfill. Approximately
150,000 pounds of sludge is disposed of yearly. Shipments are made monthly
using a twelve cubic yard roll-off container.
LTS60305BNL

MAR-05-96 TUE 14 :28 547843 92783 462 1 104 588 2392 P.• 02
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND
NATURAL RESOURCES
PERMIT TO OPERATE A SEPTAGE MANAGEMENT FIRM
Permission is hereby granted to Ronnie Oaks
Owner
of Liquid Waste, Inc. NCS# 00065
Nam.otTian
8531 Old Dow Road, Charlotte, NC 28214
Add.
to operate a Septage Management Firm,as defined in G.S. 130A-290, in Mecklenburg County. This
permit to operate expires on December 31, 19.96 ,is not transferable from one person to another and may be suspended
or revoked upon a finding that its issuance was based upon incorrect or inadequate information provided on the Applica-
tion for Permit to Operate a Septage Disposal Firm or in accordance with G.S. 130A-23. Information responses provided
on the Application are incorporated as conditions of this permit. Operation shall be conducted in accordance with said
conditions.
Date ` J i I�P Signed ( �/l 4' td + ` s l�
partment of Environme ,Health,and Natural Resources
DHS T-S79(Implemented a/89)
Solid Waste Section(Review t0/94)
CIA

LIQUID. WASTE, INC.'
9300 Steele Creek Road
Charlotte, North Carolina 28273
704-588-2392
•
•
5/17/95
•
•
C .R . Industries , Inc . r
P .O . Box 1767 -
Gastonia , N.C . 28052
re: Charlotte-Mecklenburg Utility Dept . receiving facilities
opening date and price increase .
Dear Sir :
Charlotte-Mecklenburg Utility Dept. has finalized the
opening for the new receiving stations , locations at McAlpine
Creek , Hwy 521 and Irwin Creek , Billy Graham Parkway to June
1 , 1995 .
Charlotte-Mecklenburg Utility Dept . discharge rates are
increasing 2 cent per . gallon effect June 15 , 1995 , which
will cause your rates to increase from 5 cent per . gallon to
a increase of 7 cent per . gallon .
Charlotte-Mecklenburg Utility Dept . sewer bill is due
every 30 days , due to the price increase all invoices or
statements will be due 30 days from date of bill .
If you have any questions please call us .
Thank You ,
2//&/11--a 62(514.-/
Ronnie Oaks
•
218

70 ,m,' ,/, .ry 'r'��`T.,.'''"yti'"�^'�:�,.�Fs�,,.• � n�+g�'�.'!`i ;�'�+��s'"`�tii,} '�1.. ,�-� (!. ,tr�t _ � x` 'lx .. ;�"dk�" �:-:i".` ,�',�'�+�?�E'.
.. - r { �k '�b'ktfi ii .,.�C`�*74; �v'' , 7w�W „. ��`f k"�� ��TF0a"' i�'"' -' '`I; _.r , :« t'�1:
4",4,
. �'' y - •',,, six - a• - ,. ,. , • ,t' ,, fir ._' "` r . >(.1
*, ` ri n •
-.
.L, - t 001194
NON-HAZARDOUS WASTE MANIFEST
Generator Name: C.R. LINDU_;TRIES. INC. Generating Location: C.R. INDUSTRIES', INC.
Address: -
P.O. BOX 1767 Address: P.O. BOX 1767
GASTONIA, N.C. 28052 GASTONIA, N.C. 2.8052
Phone No.: 864-835'1 Phone No.: 864-8351
Description of Waste Type Gals. Pounds
SOLIDS
NON HAZARDOUS DOMESTIC Si:' E,ft SLUDGE SLUDGE 3500
LIQUID
I hereby certify that the above named material is not a hazardous waste as defined by 49 CFR Part 261 or any applicable state law.
J, _=e.` �' ,t.�.-/ Shipment Date: 2/26/96
Generator Signature: P
. sro:,, �� ' ', ,, ¢� 1.! �.„ 1 xTRA• NSPORTER e�,1 2 4 . ,W ` �.? b''' `: •
Transporter Name: is " '= `;. Truck No.:
Address: 9300 �'T1;:_'I1' CI.-1. r' R'�,• Driver's Name:
at.:'. , ".C. 28277 Hauling No.:
Phone No.: `'"8`2�°2 N.C. Permit No.:
S.C. Permit No.:
I hereby certify that the above named material was picked up at the generator site listed above and was delivered without incident to
the destination listed below. .:
-' `"i". Shi ment& Date: 2 2.; ` '
Driver's Signature: P Delivery
y..>: °� u. r .a .r -.f`r � Y yy y.-r sRs;iM .s. # ^.i, Y x ,r
fi- F_ ,�.,r �, xy-� ,.��;>� .�y� ,��� � J�x ��DESTINATI�N_, �;,���.� . ���� � ,,.n �,, � � �.�, . �.;1!:V:ti°:-
Site Name: i , ,,.,_,L.,. D= Phone No.: 3.? 1344,
•
Address: • BILLY G:'k..:.. . AR. AY, :. .^1_J ft., . .L;.
I hereby certify that the above named material has been accepted and to the best of my knowledge the foregoing is true and accurate.
Authorized Agent: Date Received: `/26/"6
WHITE-ORIGINAL-RETURN TO GENERATOR YELLOW-TRANSPORTER PINK-GENERATOR'S COPY GOLD-DESTINATION
C.

CR
CHICAGO
RAWHIDE
CR INDUSTRIES
GASTONIA, NORTH CAROLINA
NPDES WASTEWATER
PERMIT APPLICATION
MARCH 1996
ATTACHMENT 2
FORM C - PRIORITY POLLUTANT ANALYSES
LTS60305BNL

• Pace Analytical Services,Inc.
9800 Kincey Avenue,Suite 100
Pace Analytical Huntersville,NC 28078
Tel:[phone]
Fax:[phone]
February 29, 1996
Mr. Steve Poarch
CR Industries
P.O. Box 1767
4307 S. York Rd.
Gastonia, NC 28053-1767
RE: PACE Project No. 660207.513
Client Reference: Effluent Analysis
Dear Mr. Poarch:
Enclosed is the report of laboratory analyses for samples received
February 07, 1996.
Footnotes are given at the end of the report.
If you have any questions concerning this report, please feel free
to contact us.
Sincerely,
Clevecia M. Harris
Project Manager
Enclosures
t'-rt
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,Inc.

Annual Pollutant Analysis Monitoring Requirement
• Reporting Form A
•
• . (Revised June 1990)
Page 1 of 9
I I. Facility Information:
NPDES Permit No: NC0004260 Discharge(Pipe) No: 001 Year. 1996
Facility Name: CR Industries Class: iV County: _f rite i
Ferson(s) Collecting Samples: Steve Poarch
Status of facility wastewater treatment operation on day of sampling_ typical: X Yes No
If no, explain briefly:
• • Analytical Laboratory: Pace Analytical Services, Inc.
•
II. Sampling:
24 hr composite for main sample I grab sample for purgeable fraction -� •
Date Sampled: (composite sample) * Corresponding sample taken •foFZcxicity testing:
Sampling begun (date, time): 02/06/96 9 AM Yes .
Sampling finished (date, time): 02/07/96 9 AM X No
Date and time sampled (grab sample): 02/06/96 12•00. P_M
•
Instructions
The purpose of this document and the accompanying memo is to standardize the sampling analysis and reporting procedures to be used
fcr the Annual Pollutant Analysis Monitoring (APAM) Requirement as described in the permit.
Sampling
1 - Take a 24-hour comecsite sample from the final effluent during mid-week(Wednesday through Friday).Collect a grab sample for the volatile
organic fraction when collection of the 24-hour composite sample is completed.Follow any other sampling instructions provided by the laboratory
performing the analysis.
whether a corresponding sample for toxicity testing was taken.
2 • Indicate in the space provided at the top of this pag..
3 • Make note of any unusual wastewater treatment operating conditions occurring on the day of sampling in the space provided on the form.
Analysis4
• Analyze the effluent for pollutants listed on the APAM form,including those to be identified and approximately quantified under the 10
significant peaks rule,using appropriate E?A•approved methods for each of the analytic fractions.Other analytical methods can be substituted
only with prior, written approval of the Director of the Division of Environmental Management(DEM). Read and distribute to the laboratory
performing the analysis the accompanying memo(Tedder. October 1960)clarifying analytical requirements.
- Identify chemicals to be analyzed for according to the 10 significant peaks rule(as described in item 2 of the Annual Pollutant Analysis
Monitoring Requirement in the permit)using a GClMS library search.Tentative identification is all that is required;confirmation by standard
injection is not necessary. Estimate the concentration of each based on an internal standard having the closest retention time.
•
Reporting .
• 6 • Cuantitation Limit Targets that should be met are listed on this Revised APAM Reporting Form A.Report the use of any higher quantita-
tion limit and an explanation as to why the listed quantitation limit target could not be met.Examples of acceptable reasons for not meeting
a quantitation limit target could be high background concentrations in a sample,or the necessity for sample fraction dilution to bring a chemical
List
to within a quantifiable concentration. any quantitation limit ditfertent(whether higher or lower) from the target in the column provided
for this purpose.
7 - If a chemical is found to be below the quantitation limit, report the concentration detected as less than(or'<7 the quantitation limit
in the appropriate space.Provide a concentration estimate for chemicals detected in concentrations greater than the detection limit and less
than the quantitation limit.Enter the detection limit in parentheses beside the estimate.Chemicals detected in concentrations above the quan-
titation limits must be quantified.Quantitation limit and detection limit are defined in the accompanying memo(Tedder,October 1990).Enter
the total number of peaks detected in each analytic fraction in the appropriate space on this Revised APAM Form A.Report all concentrations
in units of micrograms per liter(ugh1)and metals as total recoverable metal.If no peaks to be identified under the 10 significant peaks rule
are observed,enter"none"in the space provided for"other"compounds in each appropriate analytic fraction section.Provide the concentra-
tion estimate and retention time for"unknowns" as well as for"significant peaks" for which a structural assignment can be made.
8 • If"significant peaks"are found, provide probable molecular weight,library match probability, retention time,identification basis,and
MS scan number for each. In addition, list internal standards and their retention times.
•
9 - In the section labeled "Organic Analytical Information" (p. 9), include for each organic fraction the method, extraction technique,GC
operating conditions, and surrogate recovery. Report the size of the GCMS library being utilized in the appropriate space. •
10 • Use copies of this Annual Pollutant Analysis Monitoring Revised Form A to report the results of the analysis.Both the analytical laboratory
representative and the facility operator in responsible charge should sign completed forms (last page).
11 • Mail completed copies of the form(and the laboratory report,if submitted to the facility on a different )to;ATTN:Central
Civisicn oftwo Env Environmental Management,,NC OEHNR,P.O.Box 27687,Raleigh,NC 27611.Mail the APAM form separatelynfrom Discharge MonitoFring
Reports.

•
•
A. Purgeable(Volatile Organic) Fraction, EPA Method 8240 Page 2 of 9
Number of chemicals detected in Fraction 0
Fraction STORET Number 84085
STORET Compound Quantitation Quantitation Concentration GC/MS
Number Limit Target Limit* Detected Confirmation?
1. Pollutants to be analyzed for: (ug/L) (ug/L) (ug/L) Yes No
34210 Acrolein 100 100 <100 X
34215 Acrylonitrile 100 100 <100 X
34030 Benzene 5 5 <5 X
32101 Bromodichloromethane 5 5 <5 X
32104 Bromoform 5 5 <5 X
34413 Bromomethane 10 10 <10 X
32102 Carbon tetrachloride 5 5 <5. X
34301 Chlorobenzene 6 6 <6 X
34311 Chloroethane 10 10 <10 X
34576 2-Chloroethyl vinyl ether 10 10 <10 X
32106 Chloroform 5 5 <5 X
34418 Chloromethane 10 10 <10 X •
32105 Dibromochloromethane 5 5 <5 X
34496 1,1-Dichloroethane 5 5 <5 X
34531 1,2-Dichloroethane 5 5 <5 X
34501 1,1-Dichloroethylene 5 5 <5 X
34546 trans-1,2-Dichloroethylene 5 5 <5 X
34541 1,2-Dichloropropane 6 6 <6 X
34704 cis-1,3-Dichloropropene 5 5 <5 X
34699 trans-1,3-Dichloropropene 5 5 <5 X
34371 Ethylbenzene 8 8 <8 X
34423 Methylene chloride 5 5 <5 X
34516 1,1,2,2-Tetrachloroethane 7 7 <7 X
34475 Tetrachloroethylene 5 5 <5 X
34010 Toluene 6 6 <6 X
34506 1,1,1-Trichloroethane 5 5 <5 X
34511 1,1,2-Trichloroethane 5 5 <5 X
39180 Trichloroethylene 5 5 <5 X
34488 Trichlorofluoromethane 10 10 <10 X
39175 Vinyl chloride 10 10 <10 X
" If difference from quantitation limit target

2. Other purgables (up to 10 highest peaks) Page 3 of 9
Prob Est. Lib. Match Retention Identification Basis vof..
Compound Mole. Conc. Prob. Time (RT) Lib. Manual Scan
Wt. (ug/L) (%) (Min) Match Interpret. RT Number
None
Complete only if non-target compounds are present:
Retention •
Internal Standard Time (RT)
(Min)
Bromochloromethane
1,4-Difluorobenzene
Chlorobenzene-d5
•
•
t
•

•
Q.Acid Extractable Fraction, EPA Method 8270 Page 4 of 9
Number of chemicals detected in Fraction 0
Fraction STORET Number 45582
STORET Compound Quantitation Quantitation Concentration GC/MS
Number Limit Target Limit* Detected Confirmation?
1. Pollutants to be analyzed for: (ug/L) (ug/L) (ug/L) Yes No
34452 4-Chloro-3-methylphenol 10 10 <10 X
34586 2-Chlorophenol 10 10 <10 X
34601 2,4-Dichlorophenol 10 10 <10 X
34606 2,4-Dimethylphenol 10 10 <10 X
34616 2,4-Dinitrophenol 50 50 <50 X
34657 2-Methyl-4,6-dinitrophenol 50 50 <50 X
34591 2-Nitrophenol 10 10 <10 X
34646 4-Nitrophenol 50 50 <50 X
39032 Pentachlorophenol 10 10 <10 X
34694 Phenol 10 10 <10 X
34621 2,4,6-Trichlorophenol 10 10 <10 X
' If difference from quantitation limit target
7 7

2. Other acid extractables (up to 10 highest peaks) Page 5 of 9
Prob Est. Lib. Match Retention Identification Basis
Compound Mole. Conc. Prob. Time (RT) Lib. Manual Scan
Wt. (ug/L) (%) (Min) Match Interpret. RT Number
unknown 24 4.18 x 23
2-butoxyethanol 118 21 91 5.63 x 244
2-ethyihexanoic acid 144 1400 94 7.65 x 549
C-6 or larger alkane 41 8.07 x 615
C-6 or larger alcohol or polyol 1800 9.07 x . 767
methylphenoxyethanol isomer 91 9.46 x 826
C-15 alkane 57 10.96 x 1052
C-6 or larger alcohol or polyol 210 11.69 x 1161
hexadecane 226 54 97 11.92 x 1196
unknown 74 1224 x 1244
•
Complete only if non-target compounds are present:
i '
•
-il
Retention
Internal Standard Time (RT)
•
(Min)
1,4-Dichlorobenzene-d4 6.62
Napthalene-d8 8.27
Acenapthene-d10 11.3
Phenanthrene-d10 14.19
Chrysene-d12 19.61
Perylene-d12 22.51 .

C. Base/Neutral Fraction, EPA Method 8270 Page 6 of 9
Number of chemicals detected in Fraction 0
Fraction STORET Number 45583
STORET Compound Quantitation Quantitation Concentration GC/MS
Number Limit Target Limit* Detected Confirmation?
1. Pollutants to be analyzed for: (ug/L) (ug/L) (ug/L) Yes No
3405 Acenaphthene 10 10 <10 X
34200 Acenaphthylene 10 10 <10 X
34220 Anthracene 10 10 <10 X
39120 Benzidine 50 50 <50 X
34526 Benzo(a) anthracene 10 10 <10 X
34247 Benzo(a) pyrene 10 10 <10 X
34230 Benzo(b)fluoranthene 10 10 <10 X
34521 Benzo (ghi) perylene 10 10 <10 X
34242 Benzo(k)fluoranthene 10 10 <10 X
34278 Bis(2-chloroethoxy)methane 10 10 <10 X
34273 Bis(2-chloroethyl)ether 10 10 <10 X
34283 Bis(2-chloroisopropyl)ether 10 10 <10 X
39100 Bis(2-ethylhexyl) phthalate 10 10 <10 X
34636 4-Bromophenyl phenyl ether 10 10 <10 X
34292 Butyl benzyl phthalate _ 10 10 <10 X
34581 2-Chloronaphthalene 10 10 <10 X
34641 4-Chlorophenyl phenyl ether 10 10 <10 X
34320 Chrysene 10 10 <10 X
34556 Dibenzo(a,h) anthracene 10 10 <10 X
34536 1,2-Dichlorobenzene 10 10 <10 X
34566 1,3-Dichlorobenzene 10 10 <10 X
34571 1,4-Dichlorobenzene 10 10 <10 X
34631 3,3-Dichlorobenzidine 20 20 <20 X
34336 Diethyl phthalate 10 10 <10 X
34341 Dimethyl phthalate 10 10 <10 X
39110 Di-n-butyl phthatate 10 10 <10 X
34611 2,4-Dinitrotoluene 10 10 <10 X
34626 2,6-Dinitrotoluene 10 10 <10 X
34596 Di-n-octyl phthalate 10 10 <10 X
34346 1,2-Diphenylhydrazine 10 10 <10 X
34376 Fluoranthene 10 10 <10 X
34381 Fluorene 10 10 <10 X
39700 Hexachlorobenzene 10 10 <10 X
34391 Hexachlorobutadiene 10 10 <10 X
34386 Hexachlorocyclopentadiene 10 10 <10 X
34396 Hexachloroethane 10 10 <10 X
34403 Indeno(1,2,3-cd) pyrene 10 10 <10 X
34408 Isophorone 10 10 <10 X
34696 Naphthalene 10 10 <10 X
34447 Nitrobenzene 10 10 <10 X
34438 N-nitrosodimethylamine 10 10 <10 X
34428 N-nitroso-di-n-propylamine 10 10 <10 X
34433 N-nitrosodiphenylamine 10 10 <10 X
34461 Phenanthrene 10 10 <10 X
34469 Pyrene 10 10 <10 X
34551 1,2,4-Trichlorobenzene 10 10 <10 X
' If difference from quantitation limit target

2. Other base/neutrals (up to 10 highest peaks) Page 7 09
•
•
Prob Est. Lib. Match Retention Identification Basis
Compound Mole. Conc. Prob. Time(RT) Lib. Manual Scan
Wt. (ug/L) (%) (Min) Match Interpret. RT Number
unknown 46 12.31 x 1254
unknown 43 12.92 • x 1345
octadecane 254 25 98 13.74 x 1468
C-19 branched alkane 22 14.6 x 1596
unknown 66 14.83 x 1631
unknown 43 14.91 x 1643
unknown 38 17.06 x 1964
unknown 25 17.14 x 1976
unknown 31 19.05 x 2262
unknown 21 20.82 x 2528
•
Complete only if non-target compounds are present:
Retention
•
Internal Standard Time(RT)
(Min)
1,4-Dichlorobenzene-d4 6.62
Napthalene-d8 8.27
Acenapthene-d 10 11.3
•
Phenanthrene-d10 14.19
Chrysene-d12 19.61 .
Perylene-d12 22.51
t

D. Organochlorine/Organophosphorus Pesticides and PCBs Page 8 of 9
!lumber of chemicals detected in Fraction 0
Fraction STORET Number 00188
STORET Compound Quantitation Quantitation Concentration Confirmation?
Number Limit Target Limit* Detected Dual Column GC/MS
1. Pollutants to be analyzed for: (ug/L) (ug/L) (ug/L) Yes No Yes No
Organochlorine Pesticides/PCBs: EPA Method 8080 _
39330 Aldrin 0.05 0.05 <0.05 X
39337 Alpha-BHC 0.05 0.05 <0.05 X
39338 Beta-BHC 0.05 0.05 <0.05 X
34259 Delta-BHC 0.1 0.1 <0.1 X
39340 Gamma-BHC(Lindane) 0.05 0.05 <0.05 X
39350 Chlordane 0.2 0.2 <0.2 X
39310 4,4'-DDD 0.1 0.1 <0.1 X
39320 4,4'-DDE 0.1 0.1 <0.1 X
39300 4,4'-DDT 0.1 0.1 <0.1 X
39380 Dieldrin 0.02 0.02 <0.02 X
34361 Endosulfan I(alpha) 0.1 0.1 <0.1 X •
34356 Endosulfan II(beta) _ 0.1 0.1 <0.1 X
34351 Endosulfan sulfate 0.7 0.7 <0.7 X
39390 Endrin 0.06 0.06 <0.06 X
34366 Endrin aldehyde 0.2 0.2 <0.2 X
39410 Heptachlor 0.05 0.05 <0.05 X
39420 Heptachlor epoxide 0.8 0.8 <0.8 X
39480 Methoxychlor _ 0.5 0.5 <0.5 X
39755 Mirex 0.2 0.2 <0.2 X
39400 Toxaphene 2.4 2.4 <2.4 X
34671 PCB 1016 0.5 1 <1.0 X
39488 PCB 1221 0.5 1 <1.0 X
39492 PCB 1232 0.5 1 <1.0 X
39496 PCB 1242 0.5 1 <1.0 X
39500 PCB 1248 0.5 1 <1.0 X
39504 PCB 1254 1 1 <1.0 X
39508 PCB 1260 1 1 <1.0 X
Organophosphorus Pesticides: EPA Method 8140
39560 Demeton 2.5 2.5 <2.5 X
39540 Parathion(ethyl) _ 0.6 0.6 <0.6 X
E. Herbicides, EPA Method 8150
Number of chemicals detected in Fraction 0
Fraction STORET Number 00148
STORET Compound Quantitation Quantitation Concentration Confirmation?
Number Limit Target Limit* Detected
1. Pollutants to be analyzed for: (ug/L) (ug/L) (ug/L) Yes No
39730 2,4-D 12 12 <12 X
39045 Silvex _ 2 2 <2.0 X
39740 2,4,5-T 2 2 <2.0 X
- a
If difference from quantitation limit target

Organic Analytical Information Page 9 of 9
•
Organic Fraction Extraction GC Operating Conditions • Surrogate Spikes
Method Column Description
Batch Continuous Length X ID,Film Thickness, Compound Recovery
Column Type,Carrier Gas&Flow
Rate,Temperature Program
Purgeable 8240 X vOCOL,60 m x 0.75 mm id 1,2-DCE-d4 97%
Helium,80an/s @ 100 C Toluene-d8 105%
5 min @OC,to 160C @6 C/min,2 min BFB 92%
Acid Extractable 8270 X DB-625.5,30 m x 0.25 mm id 2-FP 34%
Helium,0.8 mUmin Phenol-d6 15%
4 min @ 45 C,to 290 C @ 11 C/min,19 min . 2,4,6-TBP 73%
Base/Neutral Extractable 8270 ; X DB-625.5,30 m k 0.25 mm id ' NitroBehz-d5 72%
Helium,0.8 niUmin • 2-FBP 68%
4 min @ 45 C,to 290 C @ 11 Cknin,19 min • . .Terphehyl-d14 63%
GC/MS Library size(number of reference spectra): Method 8240-40,000 Method 8270-75,000
F. Metals and Other Chemicals
Number of Metals and Other Chemicals(as listed below)detected in Sample • 8
Fraction STORET Number 78240
STORET Compound Quantitation Quantitation Concentration
Number Limit Target Limit' Detected
1.Pollutants to be analyzed for: (ug/L) (ug/L) (ug/L)
1104 Aluminum 50 100 3560
1097 Antimony 50 50 <50
1002 Arsenic 10 10 <10
1012 Beryllium 25 25 <25
1027 Cadmium 2 2 15
1034 Chromium 5 5 8
1042 Copper 2 2 28
1051 Lead 10 10 <10
71900 Mercury 0.2 0.2 1.8
1067 Nickel 10 50 <50
1147 Selenium 5 5 <5
1077 Silver 5 10 <10
1092 Zinc 10 10 528
2. Other inorganics:
1077 Barium 500 500 <500
940 Chloride 1000 1000 20000
720 Cyanide 20 20 <20
951 Fluoride 100 100 350
' If difference from quantitation limit target
Analytical LaboratoryRepresentative:Yt• P �+^.�(MA r c. f I\. ,c,Y\n S<,1 N — n..F-10
Signed: /�i -,--Ne-i le, `1//1. (j&t'k•i 1 Date: 3—I- 94-
Facility Operator in Responsible Charge(ORC):
I certify that this report is accurate and complete to the best of my knowledge.
Signed: Date:
'2T

I
4
CR
CHICAGO
RAWHIDE
CR INDUSTRIES
GASTONIA, NORTH CAROLINA
NPDES WASTEWATER
PERMIT APPLICATION
MARCH 1996
ATTACHMENT 3
WASTEWATER TREATMENT SYSTEM
DIAGRAMS M1 AND M2
LTS60305BNL

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State of North Carolina
Department of Environment,
Health and Natural Resources •
Mooresville Regional Office
James B. Hunt, Jr., Governor p E H N R Jonathan B. Howes, Secretary
Linda Diane Long, Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
May 4 , 1995
Mr. Robert L. Werts
CR Industries
4307 South York Road
Gastonia, North Carolina 28053-1767
Subject: NPDES Permit No. NC0004260
CR Industries
Gaston County, NC
Dear Werts:
Our records indicate that NPDES Permit No. NC0004260 was
issued on April 26, 1995 for the discharge of wastewater to the
surface waters of the State from your facility. The purpose of
this letter is to advise you of the importance of the Permit and
the liabilities in the event of failure to comply with the terms
and conditions of the Permit. If you have not already done so, it
is suggested that you thoroughly read the Permit. Of particular
importance are Pages 4-5.
Pages 4-5 set forth the effluent limitations and monitoring
requirements for your discharge(s) . Your discharge(s) must not
exceed any of the limitations set forth. The section headed
"Monitoring Requirements" describes the measurement frequencies,
sample types and sampling locations. Upon commencement of your
discharge (or operation) , you must initiate the required
monitoring. The monitoring results must be entered on the
reporting forms furnished to you by this Agency. If you have not
received these forms, they should be arriving shortly. If you fail
to receive the forms, please contact this Office as quickly as
possible. I have enclosed a sample of the "Effluent" reporting
form (DEM Form MR-1) , plus instructions for completing the form.
It is imperative that all applicable parts be completed, and the
original and one copy be submitted as required.
The remaining Parts of the Permit set forth definitions,
general conditions and special conditions applicable to the
operation of wastewater treatment facilities and/or discharge(s) .
The conditions include special reporting requirements in the event
of noncompliance, bypasses, treatment unit/process failures, etc.
Also addressed are requirements for a certified wastewater
treatment plant operator if you are operating wastewater treatment
919 North Main Street,Mooresville, North Carolina 28115 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper

Mr. Robert L. Werts
May 4, 1995
Page Two
facilities. Any changes in operation of wastewater treatment
facilities, quantity and type of wastewater being treated or
discharged, expansions and/or upgrading of wastewater treatment
facilities must be permitted or approved by this Agency.
Failure to comply with the terms and conditions of an NPDES
Permit subjects the Permittee to enforcement action pursuant to
Section 143-215. 6 of the North Carolina General Statutes. A civil
penalty of up to $10,000 per violation (and/or criminal penalties)
may be assessed for such violations. If you find at any time that
you are unable to comply with the terms and conditions of the
Permit, you should contact this Office immediately. A Consent
Order may be necessary while pursuing action to obtain compliance.
As a final note, an NPDES Permit is normally issued for a
five-year period. Permits are not automatically renewed. Renewal
requests must be submitted to this Agency no later than 180 days
prior to expiration. Please make note of the expiration date of
your Permit. This date is set forth on Page 1 of the Permit. Also
note that NPDES Permits are not transferable. If you, as the
Permittee, cease to need this Permit, then you should request that
the Permit be rescinded.
As mentioned previously, the purpose of this letter is to
advise you of the importance of your NPDES Permit. Please read the
Permit and contact this Office at 704/663-1699 in Mooresville if
you have any questions or need clarification. We look forward to
providing any assistance.
Sincerely,
• `t'
i
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
Enclosure
DRG:sl

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0004260 Modeler Date Rec. #
CR Industries N.C.DEPT. OF SM^1 '�tls v 7Z5
PERMI't'1'hE NAME: HF.A.LTH,
FACILITY NAME: CR Industries &NATURAL RESOURCES Drainage Area(mil ) ,'q5,. (, Avg. Streamflow (cfs): 12-
Facility Status: Existing MAY 27 1994 7Q10 (cfs) 6,7 Winter 7Q10 (cfs) /6, Z 30Q2 (cfs) /g '
Permit Status: Modification Toxicity Limits: IWC 3,3 % Acute/ hronic
Major Minor 'i DIVISION OF ENVIRONMENTAL MANAGEMENT Instream Monitoring:
MOORESVILLE REGIONAL Off16E
Pipe No.: 001 Parameters Z 4 J1 .e.� �� I� � -..
� . ;
Design Capacity: 0.148 MGD Upstream }� Location (� S/2 /AO
Domestic (% of Flow): 10 % Downstream Y Location oa.m%, 4-v.vs717 of kci J
Industrial (% of Flow): 90 %
Recommended Limits
Comments:
Monthly Average Daily Max. WQ or EL
Wastetlow(MGD): 0.148
HODS(lbs/day): 37 55.5 WQ
NH3(mg/1): monitor
TSS(mg/I): 31 60 EL
Fecal Coliform(/100m1): 200 200 WQ
Oil&Grease(mg/1): 26 52 EL
RECEIVING STREAM:Crowders Creek pH(Si): 6-9 6-9
Total Phosphorus(mg/1): monitor*
Total Nitrogen(mg/1): monitor*
Class: C Total Toxic Organics(mg/1): 2.13 EL
Cadmium 28 Sub-Basin: 03-08-37 Chromium�): 150 WQ
WQ
Copper(mg/1): 2.17 3.38 EL
Reference USGSQuad: G 14 NW Nickel
(please attach) (nab: 700 WQ
Lead(.48/1): 140 WQ
County: Gaston Zinc(mg/1): 1.48 2.61 EL
Cyanide(pW1): 70 WQ
Regional Office: Mooresville Regional Office Phenols(R/1): monitor
Silver(mg/1): 0.24 0.43 EL
Previous Exp. Date: 5/31/93 Treatment Plant Class: Class IV Iron(mom): monitor
per the Lake Wylie Management Plan,the facility will be given a S year time to come in compliance with TP
limits of 0.5 mg/I and summer/winter TN limits of 4 and 8 mg/1,respectively.
Classification changes within three miles: rr
./#.2 Phov�lti. 761/0 ftt1.J3 ` c 1aptied)+ f(LLL 40%11 icup..e.+�iai-i ,.�c'rruf3-1ov
L-oxi cart- unh'/ CrDtOcLt 5 CA• 0416 in laws Znt�arcfi'B--i Evaluu.i,ko. 5 c6 14nL �
Requested by:/ Charles Alvarez Date: 11/23/92
Prepared b r p 4, 0,4 Date: 5- z3 9 Comments:
Reviewe�� . Date:
el
i7O, /Q / ,

FACT SHEET FOR WASTELOAD ALLOCATION
Request# 7254
Facility Name: CR Industries
NPDES No.: NC0004260
Type of Waste: Industrial-90%/Domestic
Facility Status: Existing
Permit Status: Renewal w/modification
Receiving Stream: Crowders Creek
Stream Classification: C
Subbasin: 030837
County: Gaston o? Stream Characteristic:
Regional Office: Mooresville, _Pp� �tEAL� ' USGS #
Requestor: Alvarez ,�Ro ^r' g.5Q � Date:
11.
Date of Request: 12/1/92 6�1,n—- Drainage Area(mi2): 35.6
Topo Quad: G14NW 9 \"tt Summer 7Q10 (cfs):t.N? yinter 7Q10 (cfs): 10.2
,K, verage Flow (cfs): 42
��;s�oti s,E 01oti+E- �4F ti 30Q2 (cfs): 14.4
V,Qt1A5�lllE044/' IWC (%): 3.3
Wasteload Allocation Summary
(approach taken,correspondence with region,EPA, etc.)
WLA has held since 1992 pending completion of the QUAL2E model for the Crowders Creek
Basin. Model results indicate that existing limits for conventional pollutants can be renewed.
Facility requested that limits for cadmium,chromium, and silver be deleted from the NPDES
permit,however since these are recommended per federal effluent guidelines they should remain.
Per Lake Wylie Management Plan, CR Industries will be required to meet state-of-art nutrient
removal. The facility will be allowed a five year time frame with which to come into compliance
with TP limit of 0.5 mg/1 and summer/winter TN limits of 4 and 8 mg/1,respectively.
*Used revised 7Q10 flow for toxicity limit&IWC, however renewed existing metals limits until
additional review of interaction of toxic substances.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by: 47• /2VDate:4/13/94
Reviewed by
Instream Assessment: ( .OAL --J Date: /4•(/GI q
Regional Supervisor: ��1 � ���J Date: `�/2£7PsL
Permits&Engineering: � 1w7:G(, •
Date: E//,3/l/"
RETURN TO TECHNICAL SERVICES BY: f 19., 1.3) I G11)

2
TOXICS/METALS/CONVENTIONAL PARAMETERS
Type of Toxicity Test: Chronic Ceriodaphnia Qrtrly
Existing Limit: 7%
Recommended Limit: 3.3%
Monitoring Schedule: FEB MAY AUG NOV
Existing Limits
Monthly Avg. Daily Max.
Wasteflow(MGD): 0.148
BOD5(Ibs/day): 37 55.5
NH3 (lbs/day): 17.3 25.9
TSS (mg/1): 31 60
Fecal Coliform (/100m1): 1000 1000
Oil&Grease(mg/I): 26 52
pH(SU): 6-9 6-9
Total Phosphorus(mg/1): monitor
Total Nitrogen(mg/1): monitor
Total Toxic Organics(mg/I): 2.13
Cadmium(mg/1): 0.028
Chromium (mg/1): 0.150
Copper(mg/I): 2.17 3.38
Nickel(mg/I): 0.70
Lead(mg/1): 0.14
Zinc (mg/1): 1.48 2.61
Cyanide(mg/1): 0.070
Phenols (µg/l): monitor
Silver(mg/i): 0.24 0.43
Iron(mg/1): monitor
Recommended Limits
Monthly Average Daily Max. WQ or EL
Wasteflow(MGD): 0.148
BOD5(lbs/day): 37 55.5 WQ
NH3 (mg/I): monitor
TSS (mg/1): 31 60 EL
Fecal Coliform(/100m1): 200 200 WQ
Oil&Grease(mg/I): 26 52 EL
pH(SU): 6-9 6-9
Total Phosphorus(mg/I): monitor*
Total Nitrogen(mg/1): monitor*
Total Toxic Organics(mg/1): 2.13 EL
Cadmium (4/1): 28 WQ
Chromium (41): 150 WQ
Copper(mg/1): - 2.17 3.38 EL
Nickel(µg/ll): 700 WQ
Lead(pg/1): 140 WQ
Zinc(mg/1): 1.48 2.61 EL
Cyanide(µg/1): 70 WQ
Phenols (µg/1): monitor
Silver(mg/I): 0.24 0.43 EL
Iron(mg/1): monitor
*Per the Lake Wylie Management Plan,the facility will be given a 5 year time to come in compliance with TP
limits of 0.5 mg/1 and summer/winter TN limits of 4 and 8 mg/1,respectively.
L.A- '111°°,9 rAIO P2RWs chailyed, :t4q ,il p..4i041. tA-f3-kj
fnXi cakui3 un- I CrotCdt4 6 C, - tiou UaGu� h� 15 o4/7Cc

3
Limits Changes Due To: Parameter() Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information
Other(onsite toxicity study,interaction,etc.) Fecal Coliform
_X_ Parameter(s)are water quality limited. For some parameters,the available load capacity of the immediate
receiving water will be consumed. This may affect future water quality based effluent limitations for additional
dischargers within this portion of the watershed.
OR
No parameters are water quality limited,but this discharge may affect future allocations.
INSTREAM MONITORING REQUIREMENTS
Upstream Location: Upstream at NCSR 1103
Downstream Location: 2.5 downstream of discharge
Parameters: Temperature,DO,Fecal Coliform, Conductivity
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION&SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no,which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate?Yes No
If yes,please provide a schedule(and basis for that schedule)with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions

acility Name CR Industries Permit#NC0004260 _Pipe#001
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989)or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is_3.3 % (defined as treatment two in the North Carolina procedure document). The permit holder shall
perform quarterly monitoring using this procedure to establish compliance with the permit condition. The first
test will be performed after thirty days from the effective date of this permit during the months of
_FEB MAY AUG NOV . Effluent sampling for this testing shall be performed at the NPDES permitted final
effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form(MR-1) for the month in which it was performed, using the parameter code TGP3B.
Additionally,DEM Form AT-1 (original)is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing,this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management 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 and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 6.7 cfs
Permitted Flow 0.148 MGD R ommended by:
IWC 3.3 %
Basin &Sub-basin CTB37
Receiving Stream Crowders Creek
County Gaston Date 4/8/94
QCL P/F Version 9/91

r e
470
State of North Carolina
Department of Environment, Health,and Natural Resources
Division of Environmental Management
512 North Salisbury Street•Raleigh,North Carolina 27604
James G. Martin,Governor George T.Everett,Ph.D.
William W.Cobey,Jr.,Secretary Director
tv. c n
April 5, 1991 co k Eo T OF�,
Mr. Robert L. Werts, Plant Manager �t.izt�1TUnr� AT
Ftop
CR Industries AP reyr
R
4307 South York Road ` 8 199i
Gastonia, NC 28053-1767 DIYIS�pp GAF ftl
ar
Subject: Modifications to NPDE 1' 1 Offj� '
Permit No. NC0004260
CR Industries
Gaston County
Dear Mr. Werts:
In accordance with your request for permit modification received March 7, 1991, and
your request for a permit name change received April 1, 1991,, we are forwarding herewith
modifications to the subject permit. These modifications correct the permit to reflect previously
granted monitoring frequency changes for oil and grease and total residual chlorine. The sample
type for cyanide samples has been corrected to a grab sample, and the fecal coliform limit has
been modified to reflect the present water quality standard. The subject permit is now issued to
CR Industries. Attached is a revised permit which reflects the requested changes.
All other terms and conditions contained in the original permit remain unchanged and in
full effect. These modifications are 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 December 6, 1983. Please take notice that this permit is
not transferable. Part II, E.4. addresses the requirements to be followed in case of change of
ownership or control of this discharge.
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 150E of the North Carolina General Statutes, and
filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, NC
27611-7447. Unless such demand is made, this decision shall be final and binding.
Pollution Prevention Pays
P.O.Box 27687,Raleigh,North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

._ 'yS_.=.' 'r . Y&�',r p 4-'jk _ .. s177°11.e" Y ,
/.
- NC0004260 F -,:-
Page Two , ;
Permit Modification
If you have any questions concerning this permit, please contact Ms. Rosanne Barona, at :.;‘
telephone number 919/733-5083.
F�. Sincerely, Vie`
a4
Original signed by 3,i.
Dale Overcash for
George T. Everett
'a. cc: Mr. Jim Patrick, EPA , ,
Mooresville Regional office
Technical Support Branch
Compliance `
a
,,, ,r ,i, Central Files
h v - , '4' - -
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�,.

Permit No. NC0004260
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
N. C. DEFT. OF NATURALDIVISION OF ENVIRONMENTAL MANAGEMENT
t' `oi;RCES AND PERMIT
COMMU I"I'Y I,:`'ELOPMENT
TO DISCHARGE WASTEWATER UNDER THE
" NA bNAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
DlVfff"E! ?E FrIn`s;E ; ':,ANAGEMENT
t1-LL.,LE REGIONAL OFFICE
In compliance with the provision 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,
CR Industries
is hereby authorized to discharge wastewater from a facility located at
the intersection of US Highway 321 and NCSR 1103
Gastonia
Gaston County
to receiving waters designated as Crowders Creek in the Catawba River Basin
in accordance with effluent limitations,monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective April 5, 1991
This permit and the authorization to discharge shall expire at midnight on May 31, 1993
Signed this day April 5, 1991 .
Original signed by
Dale Overcash for
George T. Everett,Director
Division of Environmental Management
By Authority of the Environmental Management Commission
4

Permit No. NC0004260
SUPPLEMENT TO PERMIT COVER SHEET
CR Industries
is hereby authorized to:
1. Continue to operate the existing 14,000 gpd domestic wastewater treatment plant consisting of a
bar screen, aeration basin, secondary clarifier with sludge return, and chlorination facilities;
continue to operate the existing oil/water separator; and continue to operate a physical-chemical
wastewater treatment facility to be operated in conjunction with the existing facility consisting of
an equalization basin,pH adjustment,alum and lime feed units and mixing basin, clarification,a
final filtration system and sludge dewatering facilities located at the intersection of US Highway
321 and NCSR 1103, Gastonia, Gaston County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into Crowders
Creek which is classified Class C waters in the Catawba River Basin.

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A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0004260
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the pennittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Lbs/day, Units (speclfvl Measurement Sample *Sample
Mon. Avg, Daily Max Mon. Avg gaily Max, Frequency Tvpe Location
Flow 0.148 MGD Continuous Recorder E
BOD, 5 Day, 20 °C 37.0 55.5 Weekly Composite E
Dissolved Oxygen Weekly Grab E,U,D
TSS 31.0 mg/I 60.0 mg/I Weekly Composite E
NH3 as N 17.3 25.9 Weekly Composite E
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Weekly Grab E,U,D
Oil and Grease 26.0 mg/I 52.0 mg/I Weekly Grab E
Temperature Daily Grab E,U,D
Phenols Monthly Grab E
Conductivity Weekly Grab U,D
Total Nitrogen (NO2+NO3+TKN) Quarterly Composite E
*Sample locations: E -Effluent,U-Upstream at the bridge at NCSR 1103,D - Downstream of discharge 2.5 miles
** Chronic Toxicity (Ceriodaphnia) P/F at 7%; February, May,August and November; See Part III, Condition D.
*** In lieu of monitoring for TTO,the permittee may submit the following certification statement: "Based on my inquiry of the person or
persons directly responsible for managing compliance with the permit limitation for total toxic organics,I certify that,to the best of my
knowledge and belief,no dumping of concentrated toxic organics into the wastewater has occurred since the filing of the last discharge
monitoring report".
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0004260
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. (Continued)
Effluent Characteristics Discharge Limitations Monitoring Requirements
Lbs/day, Other Units (specify) Measurement Sample *Sample
Mon. Avg, Daily Max Mon. Ava, Daily Max, Frequency Type Location
Total Phosphorus Quarterly Composite E
Chronic Toxicity** Quarterly Composite E
Total Toxic Organics*** 2.13 mg/I Weekly Grab E
Chromium 0.15 mg./I Weekly Composite E
Cadmium 0.028 mg/I Weekly Composite E
Copper 2.17 mg/I 3.38 mg/I Weekly Composite E
Lead 0.14 mg/I Weekly Composite E
Nickel 0.70 mg/I Weekly Composite E
Silver 0.24 mg/I 0.43 mg/I Weekly Composite E
Zinc 1.48 mg/I 2.61 mg/I Weekly Composite E
Cyanide 0.07 mg/I Weekly Grab E
Iron Monthly Composite E
n
I

PART I
Section B. Schedule of Compliance
1. The permittee shall comply with Final Effluent Limitations specified for discharges in
accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the
permit unless specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
•
3. No later than 14 calendar days following a date identified in the above schedule of
compliance,the permittee shall submit either a report of progress or, in the case of specific
actions being required by identified dates,a written notice of compliance or noncompliance.
In the latter case,the notice shall include the cause of noncompliance,any remedial actions
taken, and the probability of meeting the next schedule requirements.

Part II
Page 1of14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. DEFINITIONS
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
2. DEM or Division
Means the Division of Environmental Management, Department of Environment, Health
and Natural Resources.
3. EMC
Used herein means the North Carolina Environmental Management Commission.
4. Act or"the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended,
33 USC 1251, et. seq.
5. Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during a calendar month on which daily discharges are
sampled and measured, divided by the number of daily discharges sampled and/or
measured during such month. It is therefore, an arithmetic mean found by adding the
weights of the pollutant found each day of the month and then dividing this sum by the
number of days the tests were reported. The limitation is identified as "Monthly
Average" in Part I of the permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during the calendar week(Sunday- Saturday)on which daily
discharges are sampled and measured, divided by the number of daily discharges
sampled and/or measured during such week. It is, therefore, an arithmetic mean found
by adding the weights of pollutants found each day of the week and then dividing this
sum by the number of days the tests were reported. This limitation is identified as
"Weekly Average" in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged
during a calendar day. If only one sample is taken during any calendar day the weight
of pollutant calculated from it is the "maximum daily discharge." This limitation is
identified as "Daily Maximum," in Part I of the permit.

Part II
Page 2 of 14
d. The "average annual discharge" is defined as the total mass of all daily discharges
sampled and/or measured during the calendar year on which daily discharges are
sampled and measured,divided by the number of daily discharges sampled and/or
measured during such year. It is,therefore, an arithmetic mean found by adding the
weights of pollutants found each day of the year and then dividing this sum by the
number of days the tests were reported. This limitation is defined as "Annual Average"
in Part I of the permit.
6. Concentration Measurement
a. The "average monthly concentration,"other than for fecal coliform bacteria, is the sum
of the concentrations of all daily discharges sampled and/or measured during a calendar
month on which daily discharges are sampled and measured, divided by the number of
daily discharges sampled and/or measured during such month (arithmetic mean of the
daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted
by flow value) of all the samples collected during that calendar day. The average
monthly count for fecal coliform bacteria is the geometric mean of the counts for
samples collected during a calendar month. This limitation is identified as "Monthly
Average" under"Other Units" in Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum
of the concentrations of all daily discharges sampled and/or measured during a calendar
week (Sunday/Saturday)on which daily discharges are sampled and measured divided
by the number of daily discharges sampled and/or measured during such week
(arithmetic mean of the daily concentration values). The daily concentration value is
equal to the concentration of a composite sample or in the case of grab samples is the
arithmetic mean (weighted by flow value) of all the samples collected during that
calendar day. The average weekly count for fecal coliform bacteria is the geometric
mean of the counts for samples collected during a calendar week. This limitation is
identified as "Weekly Average" under"Other Units" in Part I of the permit.
c. The "maximum daily concentration"is the concentration of a pollutant discharge during
a calendar day. If only one sample is taken during any calendar day the concentration
of pollutant calculated from it is the "Maximum Daily Concentration". It is identified
as "Daily Maximum" under "Other Units" in Part I of the permit.
d. The"average annual concentration,"other than for fecal coliform bacteria,is the sum of
the concentrations of all daily discharges sampled and/or measured during a calendar
year on which daily discharges are sampled and measured divided by the number of
daily discharges sampled and/or measured during such year (arithmetic mean of the
daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted
by flow value) of all the samples collected during that calendar day . The average
yearly count for fecal coliform bacteria is the geometric mean of the counts for samples
collected during a calendar year.
e. The"daily average concentration" (for dissolved oxygen)is the minimum allowable
amount of dissolved oxygen required to be available in the effluent prior to discharge
averaged over a calendar day. If only one dissolved oxygen sample is taken over a
calendar day, the sample is considered to be the "daily average concentration" for the
discharge. It is identified as "daily average" in the text of Part I.

Part II
Page 3 of 14
f. The "quarterly average concentration" is the average of all samples taken over a
calendar quarter. It is identified as "Quarterly Average Limitation" in the text of Part I
of the permit.
g. A calendar quarter is defined as one of the following distinct periods: January through
March, April through June,July through September,and October through December.
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow,
averaged monthly. It is determined as the arithmetic mean of the total daily flows
recorded during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time of
sampling, when both the sample and flow will be representative of the total discharge.
c. A "continuous flow measurement" is a measure of discharge flow from the facility
which occurs continually 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.
8. Types of Samples
a. Composite Sample: A composite sample shall consist of:
(1) 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
(2) 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 flow recorder and totalizer, and the present gallon interval
between sample collection fixed at no greater than 1/24 of the expected total daily
flow at the treatment system,or
(3) a single, continuous sample collected over a 24 hour period proportional
to the rate of flow.
In accordance with (1) above, the time interval between influent grab samples shall be
no greater than once per hour, and the time interval between effluent grab samples shall
be no greater than once per hour except at wastewater treatment systems having a
detention time of greater than 24 hours. In such cases, effluent grab samples may be
collected at time intervals evenly spaced over the 24 hour period which are equal in
number of hours to the detention time of the system in number of days. However, in
no case may the time interval between effluent grab samples be greater than six (6)
hours nor the number of samples less than four(4)during a 24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time not
exceeding 15 minutes; the grab sample can be taken manually.
9. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the
individual values divided by the number of individual values.

Part II
Page 4 of 14
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the
product of the individual values where N is equal to the number of individual values.
The geometric mean is equivalent to the antilog of the arithmetic mean of the logarithms
of the individual values. For purposes of calculating the geometric mean, values of
zero(0) shall be considered to be one (1).
c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective
flows.
10. Calendar Day
A calendar day is defined as 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.
11.Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116 pursuant
to Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1)of the Clean Water
Act.
SECTION B. GENERAL CONDITIONS
1. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for
permit termination, revocation and reissuance, or modification; or denial of a permit
renewal application.
a. The permittee shall comply with effluent standards or prohibitions established under
section 307(a) of the Clean Water Act for toxic pollutants and with standards for
sewage sludge use or disposal established under section 405(d)of the Clean Water Act
within the time provided in the regulations that establish these standards or
prohibitions, even if the permit has not yet been modified to incorporate the
requirement.
b. The Clean Water Act provides that any person who violates a permit condition is
subject to a civil penalty not to exceed$25,000 per day for each violation.
Any person who negligently violates any permit condition is subject to criminal
penalties of$2,500 to$25,000 per day of violation, or imprisonment for not more than
1 year, or both. Any person who knowingly violates permit conditions 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. Also, any person who violates a permit condition may be
assessed an administrative penalty not to exceed $10,000 per violation with the
maximum amount not to exceed $125,000. [Ref: Section 309 of the Federal Act 33
U.S.C. 1319 and 40 CFR 122.41 (a)]

Part II
Page 5 of 14
c. Under state law, a daily civil penalty of not more than ten thousand dollars ($10,000)
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. [Ref: North
Carolina General Statutes§ 143-215.6(a)]
2. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge in
violation of this permit which has a reasonable likelihood of adversely affecting human
health or the environment.
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, B-3) and "Power
Failures" (Part II, B-6), 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 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 permittee is responsible for consequential damages, such
as fish kills, even though the responsibility for effective compliance may be temporarily
suspended.
5. 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.
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. Severability
The provisions of this permit are severable, and 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.

Part 11
Page 6 of 14
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 to be kept by this permit.
9. Duty to Reapply
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.
10.Expiration of 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 discharge that has not requested
renewal at least 180 days prior to expiration, or any discharge 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.
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 employing more than 250 persons or having gross annual sales
or expenditures exceeding 25 million (in second quarter 1980 dollars),if 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.
b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described 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
1

Part11
Page 7 of 14
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.
•
c. Certification. Any person signing a document under paragraphs a. or b. of this section
shall make the following certification:
"I certify, under penalty of law, that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly 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 believe, 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.
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; Title 15A of the North Carolina Administrative Code,
Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this
facility, whether for operation or discharge, are hereby revoked by issuance of this permit.
The conditions, requirements, terms, and provisions of this permit authorizing discharge
under the National Pollutant Discharge Elimination System govern discharges from this
facility.
SECTION C. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Certified Operator
Pursuant to Chapter 90A-44 of North Carolina General Statutes, the permittee shall
employ a certified wastewater treatment plant operator in responsible charge (ORC) of the
wastewater treatment facilities. Such operator must hold a certification of the grade
equivalent to or greater than the classification assigned to the wastewater treatment
facilities. The permittee shall notify the Division's Operator Training and Certification Unit
within thirty days of any change in the ORC status.

Part II
Page 8 of 14
2. Proper Operation and Maintenance
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 operation of back-up or auxiliary facilities or
similar systems which are installed by a permittee only when the operation is necessary to
achieve compliance with the conditions of the permit.
3. Need to Halt or Reduce 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.
4. $ypassing of Treatment Facilities
a. Definitions
(1) "Bypass" means 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.
(2) "Severe property damage" means 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 does not mean economic loss
caused by delays in production.
b. Bypass not exceeding limitations.
•
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 c. and d. of
this section.
c. Notice
(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 affect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass
as required in Part II,E. 6. of this permit. (24-hour notice).
d. Prohibition of Bypass
(1) Bypass 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;

•I
Part II
Page 9 of 14
(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 or preventive maintenance; and
(c) The permittee submitted notices as required under Paragraph c. of this section.
(2) The Permit Issuing Authority may approve an anticipated bypass,after considering
its adverse affects, if the Permit Issuing Authority determines that it will meet the
three conditions listed above in Paragraph d. (1) of this section.
5. Upsets
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and
temporary noncompliance with technology based permit effluent limitations because of •
factors beyond the reasonable control of the permittee. An upset does not include
noncompliance to the extent caused by operational error,improperly designed treatment
facilities,inadequate treatment facilities,lack of preventive maintenance, or careless or
improper operation.
b. Affect of an upset.
An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the
requirements of paragraph c. 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.
c. Conditions necessary for a demonstration of upset.
A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs, or other relevant evidence
that:
(a) An upset occurred and that the permittee can identify the cause(s)of the upset;
(b) The permittee facility was at the time being properly operated; and
(c) The permittee submitted notice of the upset as required in Part II, E. 6. (b) (B) of
this permit.
(d) The permittee complied with any remedial measures required under Part II, B. 2. of
this permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an
upset has the burden of proof.

Part II
Page 10 of 14
6. Removed Substances
Solids, sludges, filter backwash,or other pollutants removed in the course of treatment or
control of wastewaters shall be 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 disposal of sludge
may be reopened and modified, or revoked and reissued, to incorporate applicable
requirements at 40 C;1~1R Part 503. The permittee shall comply with applicable 40 CFR Part
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 permittee 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 DEM
Regulation, Title 15A, North Carolina Administrative Code, Subchapter 2H, .0124
Reliability, 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
1. 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 which 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.
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each
month and reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No.
MR 1, 1.1, 2, 3) or alternative forms approved by the Director, DEM, postmarked no later
than the 30th day 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:
Division of Environmental Management
Water Quality Section
ATTENTION: Central Files
Post Office Box 27687
Raleigh,North Carolina 27611

Part II
Page 11 of 14
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 are 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. Once-through condenser cooling water flow which is
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
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 Federal
Water Pollution Control Act,as Amended, and Regulation 40 CFR 136.
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 Tampering
The Clean Water Act 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.
6. Records Retention
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, copies of all reports required by this permit, 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.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the
permittee shall record the following information:
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.

Part II
Page 12 of 14
8. Inspection and Entry
The permittee shall allow the Director, or an authorized representative, 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;
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 Clean Water Act,any substances or parameters at any
location.
SECTION E. REPORTING REQUIREMENTS
1. 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.
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. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for
determining whether a facility is a new source in 40 CFR Part 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 which are subject
neither to effluent limitations in the permit, nor to notification requirements under 40
CFR Part 122.42 (a) (1).
3. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the
permitted facility or activity which may result in noncompliance with permit requirements.
4. Transfers
This permit is not transferable to any person except after notice to the Director. The
Director may require modification or revocation and reissuance of the permittee and
incorporate such other requirements as may be necessary under the Clean Water Act.

Part II
Page 13 of 14
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See
Part II. D. 2. of this permit).
b. If the permittee monitors any pollutant more frequently than required by the permit,
using test procedures specified in Part II, D. 4. of this permit, the results of this
monitoring shall be included in the calculation and reporting of the data submitted in the
DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified by the Director in the permit.
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger 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.
b. The following shall be included as information which must be reported within 24 hours
under this paragraph.
(A) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(B)Any upset which exceeds any effluent limitation in the permit.
(C)Violation of a maximum daily discharge limitation for any of the pollutants listed by
the Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case-by-case basis for reports under
paragraph b. above of this condition if the oral report has been received within 24
hours.
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.
8. 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.

Part II
Page 14 of 14
9. Noncompliance 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
directly to receiving waters 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 in letter
form within 15 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 of Environmental Management.
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 Clean Water Act 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 $10,000 per
violation,or by imprisonment for not more than two years per violation, or by both.

PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant shall be begun until Final
Plans and Specifications have been submitted to the Division of Environmental Management
and written approval and Authorization to Construct has been issued.
B. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of Environmental
Management,conduct groundwater monitoring as may be required to determine the compliance
of this NPDES permitted facility with the current groundwater standards.
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:
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";
(1) One hundred micrograms per liter(100 ug/1);
(2) Two hundred micrograms per liter(200 ug/l)for acrolein and acrylonitrile; five hundred
micrograms per liter (500 ug/l) for 2.4-dinitrophenol and for
2-methyl-4.6-dinitrophenol; and one milligram per liter(1 mg/1)for antimony;
(3) Five (5)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";
(1) Five hundred micrograms per liter(500 ug/l);
(2) One milligram per liter(1 mg/1)for antimony;
(3) Ten(10)times the maximum concentration value reported for that pollutant in the permit
application.

Part III Permit No. NC0004260
D.
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure- Revised *September 1989)or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 7% (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform quarterly monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed after thirty days from issuance of this
permit 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.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form(MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally,DEM Form AT-1 (original) is to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be reopened 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 and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting (within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.

PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee within 30
(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)(4) may cause this Division to initiate action to
revoke the permit.

PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee
within 30 (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)(4) may cause this Division to
initiate action to revoke the permit.