NCG500616_Complete File - Historical_20200602

Water Resources
INVIHO NMEN igL Q.A1111
July 26, 2017
Mr. Johnnie Davis
CRANE ChemPharma & Energy
One Quality Way
Marion, NC 28752
ROY COOPER
c,,l.„I..,
MICHAEL S. REGAN
s" vl
S. JAY ZIMMERMAN
Oae,in,
- Subject:Rescission of Certificate of Coverage
NCG500616
Crane Resistoflex
McDowell County
Dear Mr. Davis:
Division staff has confirmed that the subject Certificate of Coverage (CoC)
is no longer required. Therefore, in accordance with your request, NPDES
CoC NCG500616 is rescinded, effective immediately.
If in the future your firm wishes to discharge wastewater to the
State's surface waters, you must first apply for and receive a new
NPDES permit.
If you have any questions concerning this matter, please contact Charles H.
Weaver at [phone] or via e-mail [[e-mail]).
15 erel/y,/ Qp�
for S. Jay Zimmerman, Director
Division of Water Resources
cc: Asheville Regional Office / Daniel Boss
NPDES files
Teresa Bevis / Budget
AUG 1 0 P017
Wator Ouaidy Dayiorl
State of North Carolina I Envi on rental Quality I Water Remuroes-__.__AshaviNc
1617 Mail Service Center � Raleigh, NC 27699-1617
919 807 6300 919-807-6389 FAX
'1 � https://deq.nc.gov/about(divisioas4wamr-,e ources/water-resources-permits/la e.teo-brmchlnpdes-wastewater.permits

k�
Water Resources
Environmental Qu llily
May 11, 2017
Crane-Resistoflex
Attn: James W. Freeman
1 Quality Way
Marion, NC 28752
SUBJECT: Compliance Evaluation Inspection
Crane-Resistoflex
Permit No: NCG500616
McDowell County
{
ROY COOPER
Gtr"..
MICHAEL S. REGAN
S. JAY ZIMMERMAN
Direcrar
Dear Mr. Freeman:
Enclosed please find a copy of the Compliance Evaluation Inspection Form from the inspection
conducted on 5/10/2017. Your facility was found to be compliant with Permit No. NCG500616.
It appears all sources of wastewater from the Crane/Resistoflex plant are now plumbed to the
Marion sewer sytem and therefore the facility has no discharge that needs to be regulated by the
General Permit No. NCG500000. Please let me know when you have conducted a check of the
facility floor drains to make sure they are all securely plugged, since they are only other possible
path of wastewater discharge to the stormwater outfalls. After that positive determination is made,
you should be able to rescind permit no. NCG500616 by sending an email requesting rescission to
Charles Weaver at: [e-mail].
You can call me at 828-296-4658 or send me an email at [e-mail] if you have any
questions.
Please refer to the enclosed inspection report for additional observations and comments
Sincerely,
Daniel J. Boss
Environmental Specialist
Asheville Regional Office
Enclosed: Inspection Report
cc: MSC 1617-Central Files -Basement
Asheville Files
G:\WR\WQQNcD.well\Waetewater\GeneraINCG 50\ esit Flex\ C5.102017\Ipep Letter 5-10-2017.d.ex
hrtot ing t.ompares_...-
Slate ofaloth Carolina I Environmental Quality I Water Rurea a
2090 U.S. Highway 70, Swanaanoe, NoM Carolina 28778
828-2964500

United States Envlmnmenlal Pmteotlon Agency
Form Approved
EPA . Washinglen, D.G. 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 yrlmolday Inspection Type Inspector Fac Type
1 IN 1 2 15 1 3 I NCG500616 I11 12 17/05110 17 18n 191.c I 201 I
21111111 111111111 I I 1 II 1111 1 I I I 111 1111111 II 11 26
Inspection
Work Days Facility Self -Monitoring Evaluation Rating 31 QA - ------ --------Reserved----------------
671
I 72 L
L� 70J 71L73I 74 71ILLLLLL
80
Section B: Facility Data '
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POM name and NPDES damp Numbed
10'Di 17/05110
16/04/25
Crane Resistoflex
1 Quality Way
Exit Time/Date
Permit Expiration Date
Marion NO 28752
11 09AM 17/05110
20/07/31
Name(a) of Onsite Representative(s)/litles(s)IPhone and Fax Numbers)
Other Facility Data
Name, Address of Responsible official/Title/Phone and Fax Number
Contacted
Marvin L Hancock,i Quality Way Marion NC 28752/IB28424-0000/8287249469
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit E Efluenf/Remiving Wate
Section D. Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Names) and Signature(s) of Inspectors) Agency/OfficelPhone and Fax Numbers Date
Daniel J Boss 'J R ARO WC/I828-296-4658/
Signature ofM 7t Q A Reviewer Agency/Off/Phone and Fax Numbers SlDaI
t, I �-
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page# 1

NPnES yr/mo/day Inspection Type (Cont.) 1
31 NGG500616 I71 12 1➢/05/10 17 19 l/:I
Section 3: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Mikal Willmar and I (Daniel Boss) conducted a Compliance Evaluation Inspection at Crane-Resistoflex
in McDowell County on 5/10/2017. James Freeman guided us throughout the inspection of the facility.
According to Mr. Freeman all the sources of discharge to the outfalls 002, 003, and 004, have been
plumbed to the Marion sewer system. We were shown all the new piping and drain lines for the
hydrostatic testing tanks and the contact cooling water tank. We were told that all the floor drains in tht
facility are now plugged, and we were shown one example of a plugged floor drain. I asked Mr.
Freeman to do a check to make sure that all floor drains in the facility have been plugged to prevent
them from sending effluent to either outfall 002 or 003.
We tested the outfalls for chlorine. The results were non -detectable at outfall 002 and 31 ug/L at outfall
003. Outfall 004 had no flow at the time.
If Crane-Resistoflex wishes to rescind this permit, a person of managerial authority should send an
email requesting rescission of permit NCG500616 to Charles Weaver at: [e-mail]
Page# 2

Permit: NCG500616
Inspection Date: 05/10/2017
Owner -Facility: Gums Resistor"
Inspection Type: Compliance Evaluation
Permit
i(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?
Comment: The facility Is no longer using noncontact cooling water.
Yes No NA NE
❑ ❑ ■ ❑
❑ M ❑ ❑
❑ ■ ❑ ❑
■ ❑ ❑ ❑
■ ❑ ❑ ❑
Page# 3

aceAna1jfta1e
anacatcrotbaces
May 02, 2017
Mr. Jerry Freeman
Crane Energy
1 Quality Way of 70W
Marion, NC 28752
RE: Project: Residual Chlorine 4/30
Pace Project No.: 92338919
Pace Anatytical Services, LLC
2225 Riversitle or.
AsheNlle, NC 28804
[phone]
Dear Mr. Freeman:
Enclosed are the analytical results for sample(s) received by the laboratory on April 30, 2017. The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where
applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Chris Derouen
[e-mail]
[phone]
Project Manager
Enclosures
cc: Manny Molica, Crane Resistoilex
*—A-v
REPORT OF LABORATORY ANALYSIS
This report shall not be repmtlucetl ei in full,
wlhout the wrttan consent of Pece Analylcal 5ervices,LLC.
Page 1 of 10

aceAnalXlcal a
r mmpasaWs.
CERTIFICATIONS
Pace Analytical Services, LLC
2225 evarsiae Dr.
Asheville, NC 28804
(828)254-]1]8
PmjecL Residual Chlorine 4130
Pace Project No.: 92338919
Charlotte Certification Hits
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
South Carolina Certification #'. 99006001
North Carolina Drinking Water Cedifcation #: 37706
FloridaMELAP Certification#: E87827
North Carolina Field Services Certification #: 5342
Kentucky UST Certification #'. 84
North Carolina Wastewater Certification #:12
VliglnlalVEIAP Codification #: 460221
REPORT OF LABORATORY ANALYSIS
This rep n shall not be reproducer. excapt in full,
without the written consent of Pace Analytical Services, LLC, Page 2 of 10

Pace Analytical Services, LLC
ace Analytical' 2225 Riverside0r
wnw,upra6e.ran Asheville, NCC252ae04
/ [phone]
ANALYTICAL RESULTS
Project: Residual Chlorine 4130
Pace Project No.: 92338919
Sample: UPSTREAM Lab ID: 92338919001 Collected: 04/3011712:00 Received: 0413011713:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Field Data Analytical Method
Collected By
- Bart
Fizpatrlck
Collected Date
4130117
Callected Tlme
12:00
Fled pH
7.13
Sid. Units
Field Temperature
20.6
deg
Chlorine, Total Residual
ND
mg/L
OEIkP/iIM11PArIS
1
04/3011712:00
1
04/30/17 12:00
0,10
1
04/30/17 12 00
0.50
1
04MO/I ] 12 00
0.050
1
04/3011712,00 7182-50-5
REPORT OF LABORATORY ANALYSIS
The.,, shall ad be reproduced except In full,
Date: 05/021201712:51 FM without the written consent of Pace Analytical Services,LLC.
Page 3 of 10

Pace Analytical Services, LLC
(
aceAnaljftal ® zzza am or
saass,eous om Asheville NC 28804
82e)250-]1]8
ANALYTICAL RESULTS
Project: Residual Chlorine 4130
Pace Project No.: 92338919
Sample: DOWNSTREAM Lab ID: 92338919002 Collected: 04/30/1712.10 Received: 04/30/171330 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed GAS No. Oual
Field Data Analytical Method
Collected By
Bart
1
Fitzpatrick
Collected Date
4130117
1
Collected Time
12:10
1
Field pH
7.10
Sid. Units
0.10 1
Field Temperature
20.1
deg
0.50 1
Chlorine, Total Residual
.040
mg/L
0.050 1
REPORT OF LABORATORY ANALYSIS
The report shall not be rep odeced, except in full.
Date: 05/02/201712:51 PM vetinsttewriaen fnevent of Pace Analytical Services,LLC.
04/3011 ] 12:10
04130/1 ] 12.10
0413011712'.10
04130117'12:10
0413011712:10
04MO117 12,10 7782-50-5
Page 4 of 10

Pace Anaiytical Services, i
116
axAnalytieal ® al riverside Dr
/ am¢peroleb.. asheviue,Nc seso4
l (a29)254-01I6
ANALYTICAL RESULTS
Project: Residual Chlorine 4130
Pace Project No.: 92338919
Sample: 003 Lab ID: 92338919003 Collected: 04/3011712:15 Received', 04/30117 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Oual
Flow Monitoring Dow Analytical Method
Dates)
4/30117
1
04/30/17 12:15
Timed)
12:16
1
0413011712:15
Flow
3 GPM
1
04/30/17 12:15
Field Data
Analytical Method
Collected By -
Bart
1
04/30 71215
Fitzpatrick
Collected Date
4130117
1
04/30/17 12:15
Collected Time
12:15
1
04/30/1712:16
Field pH
6.81 Std. Units
0.10 1
04/30/17 12:15
Field Temperature
16.3 deg C.
0,50 1
04130/1712:15
Chlorine, Total Residual
0.024 ril
0,050 1
04130/1712:15 ]]8250-5
REPORT OF LABORATORY ANALYSIS
This mp rt shall not be reproduced, exrept in full,
Date: 05/02/2017 12:51 PM without the written consent of Pace Ar icel Services, Li
Page 5 of 10

aceAnalykical e
wrcwpauela0s,rom
ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Rlvex iae or.
Asheville, NC 2e504
opshi 7176
Project: Residual Chlorine 4130
Pace Project No.: 92338919
Sample: 002
Lab ID: 92338919004
Collected: 04/30/1712:21
Received 04130/17 13:30 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared Analyzed CAS No. Oual
Flow Monitoring Data
Analytical Method
Dales)
4/30117
1
04/30/17 12:21
Timels)
12:21
1
04130/17 12:21
Flow
5 GPM
1
04/30/17 12:21
Field Data
Analytical Method'.
Collected By
Bert
1
04/30/17 12:21
Fitzpatrick
Collected Date
4130117
1
04130117 12.21
Collected Time
1221
1
04/30/17 12:21
Field pH
7.24 Std. Units
0.10
1
04130/17 12:21
Field Temperature
15.6 bad C
0.50
1
04/30/17 12:21
Chlorine, Total Residual
0.014 mgi
0.050
1
04130/1712:21 7182-50-5
REPORT OF LABORATORY ANALYSIS
This pope shall net 5e reproduced, except In full.
Date: 05/02/2017 12:51 PM without the order consent of Pace Analytical Services,LLC. Page 6 of 10

ace Analytical
wmvpacelebv[om
QUALIFIERS
Project: Residual Chlorine 4130
Pace Project No.: 92338919
DEFINITIONS
Peca Anely@al services, LLC
2225 Riverside Dr.
Ash-fle. NC 28804
1828)254-7176
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
NO - Not Detected at or above adjusted reporting limit.
J -Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL-Adjusted Method Detection Limit.
PDT - Practical Quantitation Limit,
RL- Reporting Limit.
S- Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined cencentraticn.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate %recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D)- Matrix Spike (Duplicate)
DUE - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SOSilicaGel-Clean-Up
U-Indicates the compound was analyzed for, but not detected,
Add preservation may not be appropriate for 2 Chloroethylomyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis ofAcmlein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNl accredited. Contact your Pace PM for the current list ofaccredited analytes.
TNI - The NELAC Institute.
IW-1*1 R 101:11*1
PASI-C Pace Analytical Services -Charlotte
REPORT OF LABORATORY ANALYSIS
This raped shall not be reproduced except in full,
Date: 05102/2017 12:51 PM without the written consent of Pace Analytical Services, LLC.
Page 7 of 10

aceMalytkal
w4w.pecelebcrurn
j
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Residual Chlorine 4130
Pace Project bri, 92338919
Lab ID Seraph, ID
92338919003
003
92338919004
002
92338919001
UPSTREAM
92338919002
DOWNSTREAM
92338919003
003
92338919004
002
Date: 05102/201712:51 PM
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
(826)254-)1]6
QC Batch Method QC Batch Analytical Method
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Service, LLC.
Analytical
Batch
Page 8 of 10

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Document Revised: June 20, Pace Analytical Services, Inc.
2013 1 2225 Riverside Drive Asheville NO
Document No.: Issuing Authorities: I
Phone:828.254Jfl0
Client Le IV— Date:
4-3o—)?
Ttme on Site: t 15' to I a36
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Page 10 of 10

CRAN E
RESISTOFLEX®
April 11, 2017
State of North Carolina
Environmental Quality
Water Resources
2090 U.S. Hwy 70
Swannanoa, NC 28778
Dear Mr. Boss:
TELEPHONE: [phone]
FACSIMILIE: [phone]
WEBSITE: www.cranacpe.com
ONE QUALITY WAY MARION, NC 28752 USA
We have reviewed the findings from the inspection you and Mikal conducted on 3/17/17 and have
initiated an action plan that will keep city water from exiting our facility into our storm drains. Enclosed
please find a copy of the work we plan to have our plumbing contractor complete by 4/29/17. We will
notify you when this work is completed so that you can return to our facility and complete your follow
up inspection. If you have any questions or comments, please contact me or Manny Mojica.
Regards,
James Freeman
Safety Coordinator
Resistoflex
APR 13 2017
Reglonel Operations

BUCKNER
PLUMBING & HEATING, INC.
1240 US 70 W
MARION, NORTH CAROLINA 28752
[phone] [phone]
W/MBE Hub Certified/SWUC
PROPOSAL
DATE: 3/30/2017
SUBMITTED TO: Jerry Freeman/ Crane Resistoflex
JOB NAME/ LOCATION: 1 Quality Way, Marion, NC 28752
JOB DESCRIPTION: Estimate to run a 4" waste line to the main sewer from the
building and run a pumped line inside building to existing waste line as per job
site visit and discussion.
Two thousand one hundred and no/100 dollars, ($2,100.00).
This proposal may be withdrawn by us if not accepted within 30 days.
We propose hereby to furnish materials and labor complete in accordance with
above specifications.
AUTHORIZED SIGNATURE: Vanessa B. Irunan
ACCEPTANCE OF PROPOSAL: THE ABOVE PRICES, SPECIFICATIONS AND
CONDITIONS ARE SATISFACTORY AND ARE HEREBY ACCEPTED. YOU ARE
AUTHORIZED TO DO THE WORK AS SPECIFIED. PAYMENT WILL BE MADE AS
OUTLINED ABOVE. IT IS AGREED THAT THE SELLER WILL RETAIN TITLE TO ANY
EQUIPMENT OR MATERIAL FURNISHED UNTIL FINAL AND SHALL HAVE THE RIGHT
TO REMOVE SAME AND THE SELLER WILL NOT BE HELD RESPONSIBLE FOR ANY
DAMAGES RESULTING FROM THE REMOVAL.
DATE: AUTHORIZED SIGNATURE:

Water Resources
Environmental Quality
March 28, 2017
Crane-Resistoflex
Attn: James W. Freeman
1 Quality Way
Marion, NC 28752
SUBJECT: Compliance Evaluation Inspection
Crane-Resistoflex
Permit No: NCG500616
McDowell County
Dear Mr. Freeman
ROY COOPER
G'nvernnr
MICHAEL S. REGAN
Sccre(ory
S. JAY ZIMMERMAN
Director
Enclosed please find a copy of the Compliance Evaluation Inspection Form from the inspection
conducted on 3/14/2017. Your facility was found to be non -compliant. The types of wastewater
being discharged from the outfalls (002 and 003) are not covered by your General Permit
NCG500616. The wastewater from these sources needs to be discharged to the Marion sewer
system or an Individual Wastewater NPDES Permit needs to be acquired. Please respond back to
mein writing by April 21, 2017 with your plans. You can call meat 828-296-4658 or send me an
.email at [e-mail] if you have any questions.
Please refer to the enclosed inspection report for additional observations and comments.
Sincerely, - - ,:,. ..,..:.... ....
Daniel J. Boss
Environmental Specialist
Asheville Regional Office
Enclosed: Inspection Form
cc: MSC 1617-Central Files -Basement
Asheville Files
G:\WR\WQWv Dowell\Wastewater\ccncralWCG 501 ResismReACE1.3.14.2017UnsV loner 3.15-2017.doex
^''-''"Nothimr Compares:,
Stale of North Carolina tEavimnmental Quality I water Resnmces
2090 U.S. Highway 70, Swaunaaoa, North Carolina 28778
828-2964500

What slates Envlronmantal Protedion Agency
Form Appmvatl.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report-.-
Approval expires 8-31-90-
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yrlmo/tlay Inspection Type
Inspector Fac Type
1 IN 1 2 Ic 1 3 NCGSooela Ill 12 17/03,14 17 18 U
101 c l 201 I
211LIJII1I IIIIIIII1II IIIIIII I II1III III
III11III &6
Inspection
Vtlark Days Facility Self-Manitorin9 Evaluation Rod, B1 CA
Reserved —
67
72 . 73I I 74 75LWI __L_LJ_80
70LJ 71LJ
Section B: Facility Data
Name and Location of Facility lnapected(For Industrial Users tliachar,mg to POTW, also include
Entry Time/Dale
Permit Used,. Data
POTVJ name antl NPDES permit Number)
10:00AM 17/03/14
16/0425
Cane Resistofiex
Ent Timalnate
Permit Expiation Date
1 Quality. Way
Marion NC 28752
11:50AM 17/03/14
20107/31
Name(s) of0naite Representative(s)/Titles(spPhone and Fax Nu ater(s)
Other Facility Data
111
Name, Address of Responsible OaicialfritlelPhone and Fax Number
'Marvnr dsacak,l Qusllry Way Marion NC 2675&/62FPF08BB16287249469 Consorted
yea
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
.®.Permit ,.,,....... ..,..,..® Operations & Maintenance ® Records/Repods ®Self -Monitoring. Program
Facility Site Review EPouenVReceiving Waters
Section D: Summary of Finding/Comments, (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Narrate) and S19nature(s) of lnapectortal Agency/Offce/Phone and Fax Numbers
Date
rl Daniel J Boss r5 ARO WQ//828-296-455B/
3/zt 8A7
Mikal Willmer Moat ARO WQ//820-2e6-4606/
' act- ka
Signatursof Mari-a�ease�WA Reviewer Agency/Otflce/Phone and Fax Numbers
C
Date
3I
G�\��
Zof
EPA Farm 3580-3 (Rev B-e4) Pavioua etliliona are obsolete.
Pagelf 1

NPDES yrlmako, Inspection Type (Cont.) 1
31 NCG500616 I11 12 19103119 17 19 1,.1
Section D: Summary of Finding/Comments (Attach additionalsheetsof narrative and checklists as necessary)
I (Dan Boss) and Mika] Wilmer conducted a Compliance Evaluation Inspection at Crane-Resistoflex in
Marion, NC on 3/14/2017. James Freeman guided us through the facility during the inspection.
Resistoflex staff indicated that the non -contact cooling water system has been replaced by chillers
which do not discharge. The boiler blowdown water is now discharged to the Marion sewer system.
Looking over their test results performed by Pace Analytical, it was clear that Resistoflex was still
discharging water into the outfalls. Most of the effluent tests for Total Residual Chlorine exceeded the
50 micrograms/L compliance limit. According to Mr. Freeman, the only discharges that they have to
the ouffalls besides storm water comes from hydrostatic testing of pipes and contact cooling water.
The wastewater from these systems needs to be plumbed to the Marion sewer or Crane-Resistoflex
needs to apply for an Individual Wastewater NPDES Permit.
Contact the City of Marion sanitary sewer staff regarding the discharge of this additional water to their
system.
Page# 2

Permit: NCG500616
Inspection Date: 03I142017
Owner -Facility: Omne lhoistollex
Inspection Type: Compliance Evelualion
Permit
Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new
❑
❑
0
❑
application?
Isthe facility as described in the permit?
❑
E
❑
❑
# Are there any special conditions for the permit?
❑.
❑
M
❑
Is access to the plant site restricted to the general public?
0
❑
❑
❑
Is the inspector granted access to all areas for inspection?
0
❑
❑
❑
Comment: Permit NCG500616 applies to non -contact cooling water, which is a different type
of
discharge than what is being currently discharged.
Operations &Maintenance
Yes No NA NE
Is the plant generally clean with acceptable housekeeping?
0
❑
❑
❑
Does the facility analyze process. control parameters, for ex: MLSS, MCRT, Settleable
❑
❑
0
❑
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment
De -chlorination
Yes No NA NE
Type of system ?
Tablet
Is the feed ratio proportional to chlorine amount (1 to 1)?
❑
❑
0
❑
Is storage appropriate for cylinders?
❑
❑
0
❑
#Is de,chlorination.substWora,stored awayfrom.chlonrie containers?
.. ., -.:;-. ❑,.0,.:.®
❑..:
Comment:
Are the tablets the proper size and type?
❑
❑
M
❑
Are tablet de -chlorinator; operational?
❑
❑
0
❑
Number of tubes in use?
0
Comment: dechlorinator is at outfall #4, which is not in use
Effluent Pipe
Yes No NA NE
Is right of way to the outfall properly maintained?
M
❑
❑
❑
Are the receiving water free of foam other than trace amounts and other debris?
0
❑
❑
❑
If effluent (diffuser pipes are required) are they operating properly?
❑
❑
0
❑
Comment
Effluent Sampling Yes No NA NE
Is composite sampling flow proportional? ❑ ❑ 0 ❑
Pagest 3

Permit NCG500816 Dioner.Fadllly: Crenaeesietcilex
Inspection Dale: 0311412017 Inspection Type: Compliance Evolualion
Effluent Sampling
Yes No NA NE
Is sample collected below all treatment units?
❑
❑
0
❑
Is proper volume collected? -
❑
❑
0
❑
Is the tubing clean?
❑
❑
❑
# Is proper temperature set. for sample storage (kept at less than or equal to 6.0 degrees
❑
❑
❑
Celsius)?
Is the facility sampling performed as required by the permit (frequency, sampling type
M
❑
❑
❑
representative)?
Comment: See Summita
Upstream I Downstream Sampling Yes No NA NE
Is the facility sampling performed as required by the permit (frequency, sampling type, and M ❑ ❑ ❑
sampling location)?
Comment:
Page# 4

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CRANE
July 26, 2013
AUG - 1 2013
mvQ/Surrece weer Prawflon Section
Ms. Linda S. Wiggs
NCDENR DWQ
Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
Reference: Compliance Inspection Report Response
CRANE Resistoflex
Marion, North Carolina
Wastewater General Permit NCG500616
Dear Ms. Wiggs
CRANE Resistoflex respectfully submits this response as required by your Compliance
Sampling Inspection Report of June 6, 2013. Your report and its referenced site inspection on.
May 1, 2013, found CRANE needing to address certain items regarding sampling of wastewater
discharges according to the current permit standards and to initiate a response outlining actions
CRANE plans to take to obtain and maintain compliance with the wastewater guidelines.
CRANE has taken immediate steps to rectify this situation. Weekly sampling was initiated with
Pace Labs and Klienfelder Environmental- an environmental consultant was hired to assist us to
meet our compliance requirements Linda Lamb (Senior Professional Engineer) is our contact at
Klienfelder.
Crane intends to continue weekly sampling to monitor stream health while mitigating measures
are being developed. CRANE Resistoflex understands the urgency and seriousness of this
situation and appreciates your patience and understanding as we make every effort to resolve
the issues. Sampling has been done weekly as you suggested and the results are enclosed.
Very truly ours,
L �
Kelly Daggett
Manufacturing Engineering Manager
Enclosure: Wastewater Sampling Results Summary

12r1NE Resistoflex
One Quality Way
Marion, NC 28752
t 000 CALLON'PROYAA`ESTORA(ii
(MOTOR FUEL) I
I
O '
o
oLL L -
UW
cu a
�4
I
I
N L
T
c C
�W
� G �
W ASI L
s1mv 0(V1"(c
wv N Iv.)DIIJ-111
(Exhibit 6.2)
Revision L
Nd3li� 3:
PROC NAME/FOLDER: CON'I ENGENCY PLAN & EMERGENCY /EIIS DATE PRINTED 03/08/17

�170Analytical'
awxhhoaa a.om
March 10, 2017
Mr. Jerry Freeman
Crane Energy
1 Quality Way of 70W
Marion, NC 28752
RE: Project: Residual Chlorine 3/9
Pace Project No.: 92332908
Pace Analyucal8enippe, LLa
2225 Rlveraide Dc
Asheville, No 28804
[phone]
Dear Mr. Freeman:
Enclosed are the analytical results for sample(s) received by the laboratory on March 09, 2017. The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where
applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Chris Derouen
[e-mail]
[phone]
Project Manager
Enclosures
cc: Manny Mo)ca, Crane Reslstoflez
REPORT OF LABORATORY ANALYSIS
This report shell not be repnodti thcepfm full,
wIthcutihe wntsh consent of Pace AnalyBcal Services, LLC.
Page 1 of 10

ceAnalj&cal a
wrw.pacelate.
CERTIFICATIONS
Project: Residual Chlorine 319
Pace Project No.: 92332908
Charlotte Certification IDs
Pace Analytical Services, LLC
2225 Riverside Or.
Asheville, NC 28804
(028)254-]1]6
9800 Kincey Ave. Ste 100, Hunteraville, NC 28078
South Carolina Certification#: 99006001
North Carolina Drinking Water Certification#: 37706
FlofltlaMELAP Certification#: E87627
North Carolina Field Services Certifca8on#: 5342
Kentucky USTCertification#:84
North Carolina Wastewater Certification#:12
YrginiaNELAP Certification#: 460221
REPORT OF LABORATORY ANALYSIS
This rep it shall not be reproduc d, except In full,
without the written consent of Pace Analytical Services, LLG Page 2 of 10

Pace Analytical Services, LLC
aceAnalyticatAsheville.
® 2225 RNC 28 ee04
NC 4
xmw.aKeb5?ePn. (825)254-]1]8
ANALYTICAL RESULTS
Project: Residual Chlorine 319
Paces Project No.: 92332908
Sample: DOWNSTREAM Lab ID: 92332908001 Collected: 03/0911713:31 Received: 03109/1715:08 Matrlx:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Oual
Field Data Analytical Method
Collected By
Bart
1
03/09/17 1331
FlUpalrlck
Collected Dale
319/17
1
03109/17 1331
Collected Time
13:31
1
03/09/1713:31
Field pH
7.33
Std. Units
0.10
1
0310911713:31
Field Temperature
15.7
deg
0.50
1
ON09/1713:31
Chlorine, Total Residual
26
mg/L
0.050
1
0310911713:31 ]]82-50-5
REPORT OF LABORATORY ANALYSIS
This report shell not be reproduced, except In full,
Date: 03110/201711:45 AM without the written consent of Pace Analytical Services LLC.
Page 3 of 10

Pace Analytical Service,LLC
aceAnaiytical ® gahevllle, NC s RivMC 28 Dr.
29904
vissoafeaxmm: (e2e)254a17e
ANALYTICAL RESULTS
Project: Residual Chlorine 319
Pace Project No.: 92332908
Sample: UPSTREAM Lab ID: 92332908002 Collected : 03/0911713:24 Received: 03109/1715:08 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Plaid Data Analytical Method
Collected By
Bart
1
ON09117 1324
Fitrpatrlck
Collected Dale
3/9117
1
03109/171324
Collected Time
13:24
1
03/09/17 13:24
Field pH
7.11
Sol Units
0.10
1
03109/171324
Field Temperature
15.3
deg
0.50
1
03109/1713:24
Chlorine, Total Residual
110
mg/L
0.050
1
03/09/17 13:24 7782-50-5
REPORT OF LABORATORY ANALYSIS
This report shall not be repmdumd, except in full,
Date: 03/10/201711:45 AM without the written consent of Pace Analytical Servlcea,LLC.
Page 4 of 10

aceAnalytical
wsw.pecaam.
ANALYTICAL RESULTS
Pace Analytical Sts icee, LLC
2225 Rlverelde Or.
Asheville, NO 28ep4
(821
ProlecO Residual Chlorine 319
Pace Project No.: 92332908
Sent 002 "bill 92332908003 Collected 03/091171347 Received 031091171508 Matrix: Water
Parameters Results Units
Flow Monitoring Data
Doll
Trusts)
Flow
Field Data
Collected By
Collected Date
Collected Time
Field pH
Field Temperature
Chlorine, Total Residual
Dale: 03110/201711:45 AM
Analytical Method:
319/17
13:47
cl GPM
Analytical Method:
Bart
Fitzpatrick
319117
13:47
7.31 Sid. Units
10.3 deg C
85 mg/L
OF Prepared Analyzed CAS No. Qual
03109/1713:47
03109/1713:47
03109/1713:47
03109/1713:47
1
0 TO/1713:47
1
03/0911713:47
0.10
1
03109/1713:47
0.50
1
03/0911713:47
0.050
1
0310911713:47 7782-50-5
REPORT OF LABORATORY ANALYSIS
This report shall not he reproduced except in full,
without the written consent of Pace Analytical Services LLC.
Page 5 of 10

Pace Analytical Services, LLC
aceAnaiytical ® NG 2225 Riverside 0c
Aahaville, NC 2aed4
.! mlp6e.wm (929)254-]1]6
ANALYTICAL RESULTS
Project Residual Chlorine 3/9
Pace Project No.: 92332908
Sample: 003 Lab ID: 92332908004 Collected: 03/0911713:38 Received: 03/09/1715:08 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Dual
Flow Monitoring Data Analytical Method
Date(s)
3/9117
1
03/0911713:38
Times)
13:38
1
0310911713:38
Flow
<1 GPM
1
03/09117 13:38
Field Data
Analytical Method:
Collected By
Bart
1
ON0911713:38
Fitzpatrick
Collected Date
3MI17
1
ON09/1 ] 13:38
Collected Time
13:38
1
03/0911713:38
Field pH
7.13 Sid. Units
0.10
1
ON09117 13:38
Field Temperature
12.8 deg C
0.50
1
03/09/17 13:38
Chlorine, Total Residual
323 mull
0,050
1
03/09/17 13:38 7782-50-5
REPORT OF LABORATORY ANALYSIS
This report shall not be repredowd. except In full,
Date: 0311 0/201 7 11:45 AM without the carmen consent of Pace Ana t...I Services,LLC
Page 6 of 10

�aceAnalytical'
vmttPaEBIBSAWn.
QUALIFIERS
Project: Residual Chlorine 319
Pace Project No.: 92332908
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
Pace Analyllcal Services, LLe
2225 Riversldo or.
Asheville, NC 28804
(829)2544176
MDL-Adjusted Method Detection Limit.
POL- Practical Culmination Limit.
RL- Reporting Limit.
S - Surrogate
1,2-Dlphenylhydra2lne decomposes to and cannot be separated from A2obens ere using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
CUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid armoriatlon may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrde by EPA
Method 8260.
N-Nitrosodiphenylamine decona s and cannot be separated from Dipherylamine using Method 8270. The result reported for
each analyte Is a combined concentration.
Pace Analytical Is TN accredited. Contact your Pace PM for the current list of accredited all
TNI-The NELAC Institute.
LABORATORIES
PASI-C Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 031101201711:45 AM without the whom consent of PaceAnalytical Services, LLC.
Page 7 of 10

aceAnalXical
a'h*'ea'e6smn
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Residual Chlorine 319
Pace Project No.: 92332908
Lab ID Sample ID
92332908003
002
92332908004
003
92332908001
DOWNSTREAM
92332908002
UPSTREAM
92332908003
002
92332908004
003
Date: 03/10/2017 11:45 AM
Pace Analytical Sell LLC
2225 Riveraitle D,
Asheville, NC 28804
[phone]
OC Batch Method OC Batch Analytical Method
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analy8ca15eMoss, LLC.
Analytical
Balch
Page 8 of 10

l�aceAnalytical�
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Weaver, Charles /
From:
Weaver, Charles
Sent:
Monday, April 25, 2016 10:56 AM
To:
-'[e-mail]';'[e-mail]'
Cc:
'[e-mail]'
Subject:
renewal of NCG500616 / Crane Resistoflex
Attachments:
Technical Bulletin - NCG500000 2015.doc; NCG50 Final 093015.pdf
Importance: High
Attached you will find the updated version of NPDES General Permit NCG500000, effective 10/1/2015. Discard any
previous versions of the General Permit and use this version until further notice.
You do not need a reprinted Certificate of Coverage, as the one issued to you in 2007 is still applicable.
Thank you for your patience during the longer -than -expected renewal period.
If you have any questions about this matter, simply reply to this message.
Charles H. Weaver
Environmental Specialist
N.C. Division of Water Resources
N.C. Department of Environmental Quality
919-607-6391
charles.weaverancdenr.00v
(physical address) 512 North Salisbury Street, Raleigh, INC 27604
(mailing address) 1617 Mail Service Center, Raleigh, NC 27699-1617
'^Nothing Compares
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
Ul CHIVEDINCULNRIDWR
MAY 1.2,H16
f %r 7... alnr
tlsion of YJ icr Hesourcea MOORI I,.,
MAY 17 2016
Water Quality Rnpional Operations

amp
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
May 7, 2014
Kelly Daggett
Crane Resistoflex
1 Quality Way
Marion NC 28752
SUBJECT: Compliance Evaluation Inspection
Crane Resistoflex
Permit No: NCG500616
McDowell County
Dear Mr. Daggett:
On April 16, 2014, I conducted a follow up Compliance Evaluation Inspection at the above mentioned facility.
You were present for the inspection. The facility appeared to be in compliance with permit NCG500616. You
mentioned that you hoped to have your cooling/recycling system in place by the end of this summer which
should cease your wastewater discharge. Please keep me posted on that progress.
Please refer to the enclosed inspection report for otyservatlons and comments. If you or your staff have any
--
questions, please calf me at 828-296-4500.
Sincerely,
Linda Wiggs
Environmental Senior Specialist
Asheville Regional Office
Eno. Inspection Report
cc: MSC 1617-Central Files -Basement
`. Asheville Files
G:\WR\WQ\McDowell\Wmste er\G..ere CG 50\G1ane Ruut0Hex\CEI.Apnl2014.doc
Water Quality Regional Operations - Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, hi Carolina 28778
Phone: [phone] FAX [phone]
Internet http:11poealmochumoig(webA4
An Equal OppuaunitylAf nmatilm Actlen Employer

United Slates Environmental Profedon Agency
Form Approved.
EPA P/ashington, D.C. M460
OMB No. 2040-0057
.Waterisnce -....
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
i J 2 Us 31 NCG500616 11 121 W04/16 17 18UC 19J 20
Remks
21IIIIJill IIIIIIII11 IIIIIIIIIIIIIIIIIIIIIIIIIII6
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 DA -------------Reserved------------
67I I69 70U 71U 72U, 73UJ74 75I I I I I I I I80
L
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
EntryTime/Date
Permit Effective Data
POND name and NPDES permit Number)
Crepe Resistoflex
02.30 PM 14/04/16
12/OB101
Exit Time/Date
Permit Expiration Date
10uality Way
Marion NC 28752
04:00 PM 14/04/16
15/07/31
Name(s) of Omits Representative(su-fitlea(ayPhone and Fax Numbers)
Other Facility Data
///
Name, Address of Responsible Officialf I-We/Phone and Fax Number
Contested
Marvin L Hancockj Duality Way March NC 2875211828-724-4000/8287249469
Vea
-Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Operations & Maintenance 0 Records/Reports E Self-Mcnitodng Program 0 Facility Site Review
EHluenVReceiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Names) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Linda S Wigga�Pw ARO WO//828-2964500 Ext4653/
Signature of Management O A Reveserle Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mWtley Inspection Type (cont.) 1
3I, '. NCG600616 I11, 12I 14/04/16 117 18I I _ _ . _...... .
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklistsas necessary)
Met with Kelly Daggett; we walked most of the site and went over paperwork.
Mr. Daggett expects to cease discharging to the stream later this year once he installs his coolers and
recycling system.
We reviewed the sample results from Pace Analytical and they appeared to be compliant. There were
however, two data points that were questionable. The inspector has inquired with Pace regarding these
results. Mark Swann commented he reports in ug/Lon his field sheet, but the lab report lists mg/I. Pace
Analytical will fix the units and send amended reports to Crane Resistoflex.
Page# 2

Permit: NCG600616
_. Inspection Date: 0411612014
Owner -Facility: Crane Resistoflex
....- Inspection Type:, Compllance.Eveluaticn.
Operations & Maintenance Yea No NA NE
Is the plant generally clean with acceptable housekeeping? In 0 0 0
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge IS 0 0 ❑
Judge, and other that are applicable?
Comment: The grounds and the hazardous waste area were more organized this visit
(the Germany Plant materials are gone).
The hazardous waste storage area has crumbling asphalt along the side slope which
will be fixed as required by Spring Allen (Hazardous Waste Section).
Mark Swann (Pace Analytical) is checking chlorine, pH and temperature 2/month at all 3
outfalls and upstream/downstream locations.
Effluent Pipe
Yes
No
NA
NE
Is right of way to the outfall properly maintained?
❑
0
0
■
Are the receiving water free of foam other than trace amounts and other debris?
■
0
0
❑
If effluent (diffuser pipes are required) are they operating properly?
0
0
■
0
Comment: Access to all outfalls needs to be maintained. All outfalls were not
observed. The outfall associated with #4 by the tablet unit was observed.
De -chlorination
Yes
No
NA
NE
Type of system?
Tablet
Is the feed ratio proportional to chlorine amount (1 to 1)?
❑
0
■
❑
Is storage appropriate for cylinders?
❑
0
■
0
# Is de-chlormation substance stored away from chlorine containers?
0
0
0
0
Comment:
Are the tablets the proper size and type?
■
❑
0
0
Are tablet de -chlorinators operational?
■
0
0
0
Number of tubes in use?
4
Comment:
Effluent Sampling
Yes
No
NA
NE
Is composite sampling flow proportional?
[IDS
❑
Is sample collected below all treatment units?
■
0
0
0
Is proper volume collected?
0
0
■
0
Is the tubing clean?
❑
0
■
0
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)?
❑
0
■
❑
Page# 3

Permit: NCG500m6 Owner -Facility: Crane Resistoftex
.Inspection Date:.. 041162014 Inspection Type Compliance Evalualion.
Effluent Sampling Yes No NA NE
Is the facility sampling performed as required by the permit (frequency, sampling type representative)? ■ 11 0
Comment: Contractor (Mark Swann) is checking below the tablet dechiorinator,
upstream and downstream in the receiving stream twice a month for TRC, pH and
temperature.
Page# 4

United Slates Environmental Poll Agency
Fonn proved.
Washington, D.C.
EPA
.2040-0057
Approval expires 8-31-98
Section A: National Date System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 LM1 2 IU 31 NCG500616 11 121 14/04/03 17 1BJ 19IUI 20I J
21IIIIIIIIIIIIIIIIIIIIIIRemIIIIIIIIIIIIIIIII111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating 31 CA —--------------------- Reserved ---- -----------------
711 I 721 NI 731 1J 174 75I I I I I8o
67I I69 701J li
LL
Section B: Facilityy 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)
Crane Resistoflex
03:00 PM 14/04/03
12/08/01
Exit Time/Date
Permit Expiration Date
1 Quality Way
Marion NO 28752
04:00 PM 14/04/03
15/07/31
Names) of Onsite Representative(s)/Titles(syPhone and Fax Numbers)
Other Facility Data
///
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Marvin L Hal 1 Quality Way Marlon NO 28752/1828-724-4000/8287249469
Na
Section C: Areas Evaluated During Inspection Check only those areas evaluated)
Operations & Maintenance 0 Records/Reports E Self -Monitoring Program 0 Facility Site Review
Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Names) and Signal of Inspectors) Agency/Office/Phone and Fax Numbers Data
Lind. S Wiggs ARO WQ//828-296-4500 Ext.4653/
Signature of Management QA Reviewer Agency/Office/Phone and Fax Numbers Data
EPA Farm 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type i
3I NCG500616 I11 121
14/04/03 I17 18 a
Section D: Summary of Finding/Comments (Attach additionalsheetsof narrative and checklists as necessary)
x l/sVr/��l , �I
Page # 2

Permit: NCG500616
Date: 0410MG14
Owner -Facility: Crane Resistonex
Inspection Type: Compliance Evaluation
Operations$ Maintenance 4)a, tr,P Sif(11R-All -
t/
l.`�(/� i Yes No
A
NE
Is the plant generally clean with acceptable housekeeping?
D 0
D
❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge 0 [I
0
0
Judge, and other that are applicable? , �- `0I�
N
yy
C- �-
�m��
Comment:
Effluent Pipe
Yes No
NA
NE
Is right of way to the outfall properly maintained?
❑ 0
D
❑
Are the receiving water free of foam other than beep amounts and other debris? Y
❑ 0
0
❑
If effluent (diffuser pipes are required) are they operating properly? q/
❑ 0
[I
Comment:
De -chlorination
Yes No
NA
NE
//////
Type of system ?
/r
Is the feed ratio proportional to chlorine amount (1 to 1)? Ny-r
❑ D
0
0
Is storage appropriate for cylinders? 1,AA
D D
0
0
# Is de -chlorination substance stored away from chlorine containers? ❑ 0 0 0
Comment:
1 ,
Are the tablets the proper size and type? V
[I
0
0
Are tablet de -chlorinators operational?�
0
0
D
❑
Number of tubes in use? 91
Comment:
Effluent Sampling
Yes No
NA
NE
Is composite sampling flow proportional? r4
0
0
0
0
Is sample collected below all treatment units?� 7 6/D "4-W
!
❑
L
0
❑
Is proper volume collected? Ai'A
D
0
0
0
Is the tubing clean? NA
0
Cl
0
0
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)?�j/jj
D
0
0
❑
Is the facility sampling performed as required by the permit (frequency, sampling type representative)?
❑
0
0
❑
Comment:
Page # 3

,xAnalytical
see,aceleni.
April 11, 2014
Mr. Jerry Freeman
Crane Energy
1 Quality Way of 70W
Marion, NC 28752
RE: Project: OUTFALLS 417
Pace Project No.: 92196336
Pace Analytical services, Inc.
2225 Riverside Dr.
Asheville, NC M804
[phone]
Dear Mr. Freeman:
Enclosed are the analytical results for sample(s) received by the laboratory on April 08, 2014. The
results relate only to the samples Included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
4—
Chris Derouen
[e-mail]
Project Manager
Enclosures
cc: Kelly Daggett, Crene Resistofiex
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduces, except In roll,
6' without UUe wdsen consent of Pace Analytical services, Inc..
Page I of 5

.aAnalytical
..Peopfabo m
CERTIFICATIONS
Project: OUTFALLS 417
Pace Project No.: 92196336
Pau Analytical Services, Inc.
2225 fuwanae Dr.
Asheville, NC 28804
[phone]
Charlotte Certification ID.
9800 Kincey, Ave. Ste 100, Hunteraville, NC 28078
FloridaINEI.AP Certification #: E87627
North Carolina Drinking Water Certification #: 37700
Kentucky UST Certification #: 84
North Carolina Field Services Certification #: 5342
West Vlrgals Certific»8on #: 357
North Caroline Wastewater Certification #:12
VlrglnleNELAP Certification #: 460221
South Carolina Cetification #: 99006001
REPORT OF LABORATORY ANALYSIS
This report shell not be reppaduceb, except in full.
wWout the wrlaen wnsent of Paco Analytical Services,Inc..
Page 2 of 5

.ceMalyticala
actemadne.
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Analytical Services, Inc.
2225 RNersIGe Or.
Aahevllle, NC 20004
[phone]
Project: OUTFALLS 4/7
Pace Project No.: 92196336
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Belch
92196336003
002
FLD/
92196336004
003
FLD/
92196336005
004 -
FLD/
92196336001
UPSTREAM
FLD/
92196336002
DOWNSTREAM
FLD/
92196336003
002
FLD/
92196336004
003
FLD/
92196336005
004
FLD/
REPORT OF LABORATORY ANALYSIS
This report shell not be apraeuced, except In full,
Date: 04/111201403:02 PM wIhmt he weaen consxl f Pecs Analytical Services,Inc.. Page 3 of

CHAIN -OF -CUSTODY / Analytical Request Document
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Page 5 of 1 1

Pace Analytical Services, Inc. Pace Analytical Sarvicea, Inc.
Pace Analytical Services, Inc.
Analytical
205 East Meadow Road -SulteA
2225 Riverside Dr.
9800 Kinsey Ave. Suite 100
Eden, NO 27288
Asheville, NO 28804
Humarsvllle, NO 28078
WAxtacahs L01^
[phone]
[phone]
(704)8769092
ANALYTICAL RESULTS
Project: BI-WEEKLYOUTFALLS
,
Pace Project No.: 92186773
Sample: 004
Lab ID: 92186773005 Collected 01/16114'14:25
Received: 01/16/1415:50
Matrix: Water
Parameters
Results Units Report Limit DF
Prepared Analyzed
CAS No. Dual
ace
Flow Monitoring Date Analytical Method
Dates)
01/16/14
1
01/16/141711
Thai
14:25
1
01/1611417:11
Flow
8
1
01/16/1417:11
Field Dam
Analytical Method:
Collected By
MPS
1
U1116/1417:12
Collected Dale
01/16/14
1
01/16/14 17:12
Callected Time
14:25
1
01/16/1417:12
Field pH
7.6 Std. Units
0.10
1
0111611417:12
Field Temperature
10.9 deg C
0.60
1
01/16/14 17:12
Chlorine, Total Residual
13 mg/L
0.050
1
01/16/1417:12 7782-50-5
REPORT OF LABORATORY ANALYSIS
This report shell not be reproduced, except In full,
Date: 01/29/2014 01:52 PM without the written consent of Paco Analytical Services,Inc..
Page 7 of 10

aceAnalytical'
vmwpxeleee.mm
Pace Analytical Services, Inc.
205 Eeet Model Rear - Sun. A
Eden, NC 27288
(336)62M921
Pace Analytical Samices, Inc.
2225 Riverside Dr.
Asheville, NC 28804
(820)254-]176
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kin., Ave. Suit. 100
HuntaraAla, NC 28078
(]04)815 9092
Project: BI-WEEKLY OUTFALLS
Pace Project No.: 92186773
Sample: 003
Lab ID: 92186703004
Collected: 01/16/1414:15
Received: 01/16/1415:50 Matdx: Water
Parameters
Results Units
Report Limit
DF
Prepared Analyzed CAS No. Oual
Flow Monitoring Data
Analytical Method:
Date(s)
01/16114
1
01/1611417:08
Times)
14:15
1
01/16/1417 OB
Flow
5
1
01/16/1417:08
Field Data
Analytical Method:
Collected By
MPS
1
01/16/1417 09
Collected Data
01116114
1
01/16/14 17:09
Collected Timm
14:15
1
01116/14 17 09
Field pH
6.6 Sol. Units
0.10
1
01/16/1411:09
Field Temperature
12.7 deg C
0.50
1
01116/1417:09
Chlorine, Total Residual
LT10 mg/L
0.050
1
01/16/14 17 09 ]]82-50-5
REPORT OF LABORATORY ANALYSIS
This report shall not he reproducer, except In full,
Date: 01/29/201401:52 PM Without me wrtlen consent of Pace AnalyNwl Services, Inc.
Page 6 of 10

�e
205ePeeat Wormy Road1c Buys A Paco Analytical
Riverside Dr. Pa 980KInceyAve. Suite had famines, I100
Analytical® Edon, NC 27288 Asheville, NC 28804 Hunteraville, NC 28078
mrxpa441ehe.mm [phone] [phone] (704)8769092
ANALYTICAL RESULTS
Project: BI-WEEKLYOUTFALLS
Pace Project No.: 92166773
Sample: 002
Lab ID: 92186773003 Collected:
01/16/14 14:35
Received: 01116/1415:50 Matrix: Water
Parameters,
Results Unite Report Limit DF
Prepared Analyzed CAS No. Dual
Flow Monitoring Data
Analytical Method:
Dales)
01/16/14
1
01/16/1417:07
Times)
14:35
1
01/16M417:07
Flow
20
1
01/16/14 17:07
Field Data
Analytical Method:
Collected By
MPS
1
0111611417:08
Collected Dale
01/16/14
1
01/16/1417:08
Collected Time
14:35
1
01/16/1417:08
Field pH
7.5 Bad. Units
0.10 1
01/16/1417:08
Field Temperature
9.8 deg C
0.50 1
01/16/1417:08
Chlorine, Total Residual
74 mglL
0.050 1
01116/1417:08 7782-50-5
t
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced except In full,
Dale: 01129/201401:62 PM without the wMten consent of Pace Analyllcal Services,Inc.. Page 5o/10

Pees Analytical Services, Inc. Pace Analytical Services, Inc.
Pace Analytical Samiess, Inc.
Malyticala
205 East Meadow Read -SuseA
2225 Riverside Dr.
9800 Klncey Ave. Suite 100
Eden. NC 27288
AsheNlla, NC 28804
Hunderevllle, NC 28078
ewm event. m
t3361623-6921
(026)25M7176
[phone]
ANALYTICAL RESULTS
Project: BI-WEEnYOUTFALLS
Pace Project No.: 92186773
Semple: DOWNSTREAM
Parameters
Lab 10: 92186773002
Results Units
Collected: 01/16/1414:05
Report Limk OF
Received: 01/16/1415:50 Matrix: Water
Prepared Analyzed CAS No. Oual
Field Deb
Analytical Method:
Collected By
MPS
1
01/1611417:06
Collected Date
01/16/14
1
01/1611417:06
Collected Time
14:05
1
01/16/1417:06
Field pH
6.9 Std. Units
0.10
1
01/16/1417:06
Field Temperature
7.8 deg C
0.50
1
01/16/1417:06
Chlorine, Total Residual
LT10 mglL
0.050
1
01/16/1417:067782.50-5
() oIit
REPORT OF LABORATORY ANALYSIS
This report shall not he reproduced, except In Nil,
Date: 01/2912014 01:52 PM without the written consent of Pace Analytical services, Inc.. Page 4 of 10

�e
Pace Analytical Services, Inc. Pace Analytical Services, Ina.
Pace Analytical Servlu&Inc.
Analytical
205 East Meadow Road -BearA
Eden, NC 27288
2225 Riverside Dr.
Asheville, NC 28804
98001(Incey Ave. Sulte100
Hunturn411 , NC 28078
swasum kImeam
(330)523A921
[phone]
[phone]
ANALYTICAL RESULTS
Project: BI-WEEKLY OUTFALLS
Paco Project No.: 92186773
Sample: UPSTREAM
Lab ID: 92186773001 Collected: 01/18/1414:00
Received: 01116/141550
Matrix: Water
Parameters
Results Unite Report Limit DF
Prepared Analyzed
CAS No. Oual
Field Data Analytical Method
Collected By
MPS
1
Collected Date
01/10114
1
Collected Tons
14:00
1
Field PH
7.0 Bid. Units
0.10 1
Field Temperature
7.0 deg C
0.50 1
Chlorine, Total Residual
LT10 mg/L
0.050 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
Date: 01129/201401:52 PM without the wrimn consent of Pace AnalyBwl Services, Inc..
01110/1417:05
0IM6/1417:05
0111611417:05
01116/1417:05
01116/1417:05
01/10/14 17:05 7782-50-5
Page 3 of 10

Pace analytical services, Inc.
Pace analytical Services, Inc.
Pace Anelyticel Services, Inc.
Analytical`
205 East Meadow Road - Suite A
2225 Riverside Dr.
9800 Well Suie 100
Eden, NC 27288
Achavllla, NC 28804
Hunterevllle, NC 20D78
wew.aecusb .
[phone]
(828)2547178
[phone]
QUALIFIERS
Project: BI-WEEKLYOUTFALLS
Pace Project No.: 92186773
DEFINITIONS
DF - Dilution Factor, If reported, represents the factor applied to the reported data due to changes In sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL- Adjusted Method Detection Limit.
PRL - Pace Reporting Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine(8270 listed Sol decomposed to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Diference
NC - Not Calculable.
SG - Silica Gel - Clean-up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodlphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each Sol is a combined concentration.
Acid presenalmn may not be appropriate for 2-Chloroethylvinyl ether, Styrene, and Vinyl chloride.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited anslytes.
TNI -The NELAC Institute.
LABORATORIES
PASI-C Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shell not be reproduced, except In full,
Date: 01/291201401:52 PM without the written consent of Pace Analytical Services, Inc..
Page 8 Df 10

aceAnalytical`
..'easbacon
Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
205 :net Meadow Road - SulteA 2225 Riverslae Dr. 9800 Klnmy Ave. Suite 100
Eden, NC 27288 A.Innilla, NC 280D4 Huntedille, NC 28078
[phone] (820)2547176 (704)8754092
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: BI-WEEKLY OUTFALLS
Pace Project No.: 92186773
Lab ID Sample ID
92186773003
002
92186773004
003
92186773005
004
92186713001
UPSTREAM
92186773002
DOWNSTREAM
92186773003
002
92186773004
003
92186773005
004
Date: 01/29/2014 01:52 PM
OC Batch Method
QC Batch Analytical Method
FLD/
FLD/
FLD/
FLD/
FLD/
FLD/
FLD/
FLD/
REPORT OF LABORATORY ANALYSIS
This .,on shall not be reproduced, except In full,
wlihout the written consent of Pace Analytical Services, Inc..
Analytical
Batch
Page 9 of 10

CHARM -OF -CUSTODY ( Analytical Request Document
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I Document Revised June.20,.1 pace Analytical Services, Inc.
Document Name: 2013 2225 Riverside Drive Asheville NO
.Field Blank Cal Form .. .
Document No.: Phone:[phone]
Issuing Authorities:
Client: C21}a/r Date:
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(�aceAnaljftal'
sawpssrlms.
April 03, 2014
Mr. Jerry Freeman
Crane Energy
1 Quality Way of 70W
Marion, NC 28752
RE: Project: BI WEEKLY OUTFALLS
Pace Project No.: 92195406
Pece Analyllcel Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
(820)264717e
Dear Mr. Freeman:
Enclosed are the analytical results for sample(s) received by the laboratory on March 28, 2014,' The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely, p
� (--
Tabitha M Decal
[e-mail]
Project Manager
Enclosures
cc: Kelly Daggett, Crane Resisiollex
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
go without the written consent of Pace Analytical Services, Inc..
Page 1 of 10

aceAnalytical
Project: 01 WEEKLY OUTFALLS
Pace Project No.: 92195406
Charlotte CertiOcation 10s
9800 Kincey Ave. She 100, Huntersville, NC 28078
North Carolina Drinking Water Cedl0ca8on #: 37706
North Carolina Field Services Certification #: 5342
North Carollne Wastewater Certification #: 12
South Carolina Certification #: 99006001
CERTIFICATIONS
Flodda/NELAP Certification #: E87627
Kentucky UST Certification #: 84
West Virginia Certification A 357
V1rginiaNELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Servlwa,Inc..
Pace Analytical Services, Inc.
2225 Riverside or.
Asheville, NC 28804
(828)2547176
Page 2 of 10

Pace Anelytlaal Undoes, Inc.
aceAnalytical ® 2225 Riverside 2Dr.
AeM1evllle, NC �'PR'°1e5t'C01n (820)2547176]1]8
ANALYTICAL RESULTS
Project: BI WEEKLY OUTFALLS
Pace Project No.: 92195406
Sample: UPSTREAM Lab ID: 92195406001 Collected: 0312711419:40 Received: 03/28/141540 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Field Data Analytical Method
Collected By
MPS
1
04/03/14 09:09
Collected Data
03/27114
1
04/03/1409:09
Collected Time
12:40
1
04/03/1409:09
Field pH
6.9 Std. Units
0.10
1
04/03/14 09:09
Field Temperature
11.3 deg
0.50
1
04103/1409:09
Appearance
SLIGHT
1
04103/1409:09
COLOR
Chlorine, Total Residual
LT10 mgIL
0.050
1
04/0311409:09 7782-50-5
REPORT OF LABORATORY ANALYSIS
This repo".h.11 not be reProduced, except In full,
Data: 04/031201403:01 PM wilbouttne wrillan crnaemef Para Analytical Service.,Inc..
Page 3 of 10

aceAnalytical e
xw.xpacebN con
ANALYTICAL RESULTS
Project: BI WEEKLY OUTFALLS
Pace Project No.: 92195406
Sample: DOWNSTREAM Lab ID: 92195406002 Collected: 03/27/1412:50 ReceNed: 03(28/14
Pace Analytical Services, Inc.
2225 RNeralde or.
AsheNlle, NC 28804
[phone]e
Water
Parameters
Results Units
Report Limit
DF
Prepared Analyzed CAS No. Oual
Field Data
Analytical Method:
Collected By
MPS
1
04/03/14 09:10
Collected Data
03/27/14
1
04/0311409:10
Collected Time
12:50
1
04/03/14 09:10
Field pH
7.0 Std. Units
0.10
1
04/03/14 09:10
Field Temperature
11.3 deg C
0.50
1
04/03/14 09:10
Appearance
SLIGHT
1
04/03/1409:10
COLOR
Field Residual Chlorine
LT10 m9I1-
0.050
1
04/03/1409:10
REPORT OF LABORATORY ANALYSIS
This report shall not be repreduced, except In full,
Data: 04/031201403:01 PM v40out the Wd9eo consent of Pecs Anelyticel good.a,Inc..
Page 4 of 10

ace Analytical`
wrxpsafbae.mm
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 RNamide Or.
Asheville, NO 28004
(828)254-]1]8
Project: BI WEEKLY OUTFALLS
Pace Project No.: 92195406
Sample: 002
Lab ID: 92195406003
Collected: 03/27/1413:10
Received: 03/29/1415:40 Matrix: Water
Parameters
Results Units
Report Limit
OF
Prepared Analyzed CAS No. Oual
Flow Monitoring Data
Analytical Method:
Dale(s)
03127/14
1
04/03/14 09:11
Time(s)
13:10
1
04103/1409:11
Flow
20
t
04/03/1409: 11
Field Data
Analytical Method:
Collected By
MPS
1
0410311409:10
Collected Date
03/27/14
1
0410311409:10
Collected Time
13:10
1
04/0311409:10
Field pH
7.3 Sid. Units
0.10
1
0410311409:10
Field Temperature
12.5 deg
0.50
1
0410311409:10
Appearance
CLEAR
1
04/D311409:10
Chlorine, Total Residual
22 mg/L
0.050
1
04/0311409:10 7102-50-5
REPORT OF LABORATORY ANALYSIS
This report shell not be reproduced, sxcapt In full,
Data 041031201403:01 PM without the wdaen consent of Pace AnalyBcel Scrams, Inc.. Page 5 of 10

Pace Analytical Services. Inc.
ceMa0cal 2225 Riverside or
04
ASM1evllle. NC xww.psxN6sean [phone]-]t]9
ANALYTICAL RESULTS
Project: BI WEEKLY OUTFALLS
Pace Project No.: 92195400
Sample: 003 Lab ID: 92195406004 Collected: 03127/1412:55 Rewind: 03/2811415:40 Mebiz: Water
Parameters Results Units Report Limit DF
Flow Monitoring Data Analytical Method:
Dennis) 03127/14 1
Tlme(s) 12:55 1
Flow 4 1
Field Data
Collected By
Collected Data
Collected Time
Field pH
Field Temperature
Appearance
Chlorine, Total Residual
Date: 04/03/2014 03:01 PM
Analytical Method:
MPS
03127114
12:55
6.8 Sid. Units
14.3 deg C
CLEA
255 mg/L
)-t7
0.10
0.50
0.050
REPORT OF LABORATORY ANALYSIS
This repnrtahall not be mpmdumd, tempt In full,
winced the wdetn cor,aarA (Porn Anelyf.l Services, Inc..
Analyzed CAS No. Coal
04/03/14 09:12
04/03/14 09:12
04/03/14 09:12
04/03/14 09:11
04/03/14 09:11
04/03/14 09.11
04/03/14 09:11
04/03114 09:11
04/03/14 0911 :
04/03/14 09:17
Page 6 of 10

aceAnalj6dal
wuv.:peadeassm
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Rlvernme Dr.
Asbevilla, NC 28804
[phone]
Project: BI WEEKLY OUTFALLS
Pace Project No.: 92195406
Semple: 004
Lab ID: 92195406005
Collected 03127/1413:00
Received 03/28/1415:40 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared Analyzed CAS No. Oual
Flaw Monitoring Data
Analytical Method:
Dates)
03127114
1
04/03/14 09:12
Tlmels)
13:00
1
04/03/14 09:12
Flow
6
1
04/03/14 09:12
Field Data
Analytical Method:
Collected By
MPS
1
04/03/14 09:12
Collected Date
03127/14
1
04/0311409:12
Collected Time
13:00
1
04/03/14 09:12
Field pH
7.5 Std. Units
0.10
1
04103/1409:12
Field Tempereture
12.5 deg
0.50
1
04/03/14 09:12
Appearance
CLEAR
1
04103/1409:12
Chlorine, Tobal Residual
Ii mg/L
0.050
1
04103/1409:12 7782.505
REPORT OF LABORATORY ANALYSIS
This report shell not be repacal ,except In full,
Date: 04/03/201403:01 PM without the wdlten consent of Pace Analytical SeMces, Inc..
Page 7 of 10

aceAna1j&ca1
eww.pacwss.sam
QUALIFIERS
Project BI WEEKLY OUTFALLS
Pace Project No.: 92195406
DEFINITIONS
Pace Analytical Services, Inc.
2225 aversion Dr.
-AaheNlle, NC 28804
[phone]
OF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes In sample preparation, dilution of
the sample aliquot, or moisture content.
NO - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL-AdjustedMethod Detection Limit.
PRL- Pace Reporting Limit.
RL - Recording Limit.
S - Surrogate
1,2-Dlphenylhydrazlne (8270 listed enelyle) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
Ml - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gal - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
N-Nltrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte i0 a combined concentration.
Acid preservation may not be appropriate for 2-Chloroelhylvinyl ether, Styrene, and Vinyl chloride.
Pace AnallNical is TNI accredited. Contact your Pace PM for the current list ofaccredited Sul
TNI -The NELAC Institute.
LABORATORIES
PASI-C Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This mpad shell not be reproduced, excapt In full,
Data :04/031201403:01 PM wimout the written consent of race Analytical services, Inc.
Page 8 of 10

aOAnalj6cal
wmapeceabs.
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: BI WEEKLY OUTFALLS
Pace Project No.: 92195406
Lab ID Sample ID
92195406003
002
92195406004
003
92195406005
004
92195406001
UPSTREAM
92195406002
DOWNSTREAM
92195406003
002
92195406004
003
92195406005
004
Date: 04/03/201403:01 PM
QC Batch Method
QC Batch
FLD/
FLD/
FLD/
FLD/
FLD/
FLD/
FLD/
FLD/
REPORT OF LABORATORY ANALYSIS
This report shall not be repwdu d. except In fNI,
w thow the wdtlen consent of Pace Analytical S.M.. Inc.
Pen Analytical Services, Inc.
2225 Riverslde Dr.
Asheville, NC 28804
(820)2541178
Analytical Method
Analytical
Batch
Page 9 o110

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RESEW FILE
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P.E. John E. Skvarla, III
Governor Director Secretary.
June 6, 2013
Crane Resistoflex
Kelly Daggett
1 Quality Way
Marion INC 28752
SUBJECT: Compliance Sampling Inspection
Crane Resistoflex
Permit No: NCG500616
McDowell County
Dear Mr. Daggett:
On May 1, 2013, a compliance sampling inspection was conducted at the Crane
Resistoflex facility. The facility was found to be non -compliant with permit NCG500616.
You were present during a portion of the inspection, as was Jerry Freeman and Manny
Mojica with Crane Resistoflex.
There was some confusion during the inspection regarding the permits Crane Resistoflex
holds. Crane Resistoflex currently holds two Division of Water Quality (DWQ) permits; a
Stormwater General Permit (NCG030499) and a Wastewater General Permit
(NCG500616). Attached is a letter to DWQ dated June 26, 2003 from Todd Poteat with
Crane Resistoflex rescinding an old Wastewater Individual Permit (NC0039934). My
inspection was for the Wastewater General permit NCG500616, which is associated with
non -contact cooling waters etc. However, because of the permit confusion we did
discuss the Stormwater General Permit at length as well. Therefore there are important
comments in the inspection reported related to that permit which needs your attention.
Also attached is letter from DWQ to Crane Resistoflex regarding Total Toxic Organics
(TTO) sampling. Total Toxic Organic sampling is required for the Stormwater General
Permit. This parameter is not currently being sampled; you will need to immediately
include this in your stormwater sampling.
Regarding the Wastewater General Permit there are several items that need to be
addressed for compliance. It is important that you review the attached Water Compliance
Inspection Report for findings and required actions. Items requiring immediate attention
include initiating sampling of your wastewater discharges according to the permit for pH,
temperature and chlorine, as well as upstream and downstream sampling. Chlorine levels
during the inspection were elevated and a concern for aquatic organisms.
SURFACE WATER PROTECTION—ASHEVILLE REGIONAL OFFICEp
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778 N ne Carolina
Phone: [phone](hFAX: 828 299-7043
Internet: www.ncwatennualitv.ora aturalljf

Page Two
June 6, 2013
Crane Resistoflex
You mentioned during the inspection that you may hire a consultant to assist you with
compliance, if you do hire someone please have them contact me. You are required to
report back to me in writing by July 31, 2013 the actions you plan to undertake for
compliance. In your response you need to address how you plan to obtain and maintain
compliance with your wastewater permit. Also include in your response all wastewater
sampling results obtained from the date of this letter through July. It is requested that you
sample your effluent and receiving stream on several occasions (weekly is suggested, at
a minimum monthly) to assist you in determining if your actions are achieving compliance
with your wastewater permit.
Please refer to the enclosed inspection report for inspection findings and actions Crane
Resistoflex will need to take. If you or your staff have any questions, please call me at
828-296-4600.
Sincerely,
n z° h/y'�4
Linda Wiggs
Environmental Senior Specialist
Asheville Regional Office
Enclosures:
Water Compliance Inspection Report
June 26, 2003 Crane Resistoflex Letter
October 16, 2013 DWO Letter
cc: Central Files
Asheville Files
5:\SWP\McOowell\Wastewater\GenemiNGG 50\Crane ResislofleACSLMay2013.doc

--
United states Environmental Protection Agency
vetl.
WesM1ingtan, O.C. 20460
EPAWater
040-0057
[Appoval
Gampliance. Inspection Report
xpires 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„II 21sI 3I NCG500616 I11 12I 13/05/01 I17 iBlel 191c1 20�J
I:J Ll U IJ
Remarks
21111111111111111111111111111111111111Jill Jill 1116
Inspection Work Days Facility Self-Monlloring Evaluation Rating 81 CA Reservetl
731 I 174 75I I I I I I I 80
67I 69 7DI I 71! ty I 72I� L1J
LJ
Section B: FacilityData
Name and Location of Facility Inspected (For Industrial Users discharging to POTVJ, also include
EntryTime/Date
Permit Effective Data
POTW name and NPDES permit Number)
10:00 AM 13/05/01
12/08/01
Crane Resistoflex
Exit Time/Date
Permit Expiration Dale
1 Quality Way
Madon NC 28752
12:30 PM 13/05/01
15/07/31
Names) ofOnsite Repmsentative(s)fTitles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible OfficialRitle/Phone and Fax Number
Contacted
Mervin L Hancock,i Quality Way Madon NC 28752//828-724-4000/8287249469 No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit 0 Operations 8 Maintenance 0 Records/Reports Self -Monitoring Program
Facility Site Review Effluent(Receiving Waters 0 Laboratory
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Slgnatum(s) of Inspecirt Agency/Office/Phone and Fax Numbers Date
Linda ARID WQ/182&296-4500 Fxt.4653/ 6/le3
fWiggs
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Data
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES ydr o/day Inspection Type
3I NCG500616 I11 12I 13/05/0, 117 18LSJ
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
There appears to be confusion between the stormwater permit (NCG030499) requirements and the
wastewater permit (NCG500616) requirements.
STORMWATER PERMIT:
Sampling results presented to the inspector from Pace Labs were for the Stormwater Permit. Although this
inspection was not a stormwater inspection, I will offer comments regarding the stormwater permit
compliance issues in order to assist the facility.
1. Contact Tim Fox with Division of Water Quality (DWQ) at 828-296-4500 for follow up compliance
assistance.
2. The stormwater samples are not being obtained correctly. Please review Part II Section B of Stormwater
Permit for sampling requirements. The frequency should be semi-annual unless in a tiered response mode.
The stormwater samples must be obtained during a storm event and collected within the first 30 minutes of
the stormwater discharge. This sampling requirement is important because the first flush of stormwater is a
representative sample of the pollution load since it carries the most pollutants to the stream. Sample results
reviewed indicated one sample set was obtained without any rainfall. Samples are obtained by a consultant
in Asheville, so it is unlikely the 30 minute requirement can be met. Personnel at the facility should be
gathering the samples and notifying consultant to come and pick up the samples for delivery to the lab. The
Consultant can train Crane Resistoflex personnel in proper sampling and handling techniques. See Table 1
in stormwater permit for required parameters.
3. A Stormwater Pollution Prevention Plan has not been developed and implemented. Review Part I,
Section A of Stormwater Permit for Plan requirements. Pieces of the Stormwater Pollution Prevention Plan
may be at the facility (i.e. other program requirements; Contingency Plan and Emergency Procedures) but
have not been specifically developed and properly implemented for compliance with the Stormwater Permit.
4. Illicit discharges need to be evaluated and removed. This is an old industrial building, therefore the
inspector discussed illicit discharges with staff.
WASTEWATER PERMIT:
The facility was not compliant with the Wastewater Permit. They were unaware of the NCG500616 permit
requirements (General Permit No. NCG600000 Non -Contact Cooling Water, Cooling Tower and Boiler
Blowdown, Condensate, etc). Required actions listed below are to assist facility with their General
Wastewater Permit compliance.
1. Contact the local municipality to determine if discharging wastewater into the sewer system is a feasible
alternative. Contact Larry Carver with the City of Marion at 652-8843. If you chose to tie onto the City sewer
system contact me at 296-4500 to assist you with rescinding your NCG500616 General Wastewater permit.
2. You have to begin sampling your Wastewater Discharge (small boiler in lab and Ram tower extruder).
Two wastewater discharges were discussed during the inspection. One discharge was sampled during the
inspection (Ram Tower). Results indicated non-compliance with the permit (Part I A(1)).
3. If Crane Resistoflex wishes to retain the Wastewater permit, the chlorine residual in the wastewater
discharge will have to be reduced. Chlorine is higly toxic to aquatic organisms especially at the levels
indicated during the inspection. There are options to reduce/remove chlorine from your wastewater
discharge; if you have the gradient it is possible to aerate the wastewater discharge enough to volitalize the
chlorine. There are also dechlorination devices that can be installed.
Page# 2

Permit: NGG500616 Owner -Facility: Crane ResistoFlex
Inspection Date: 05/01=13 Inspection Type: Compliance Sampling
Effluent Sampling Results obtained during inspection -Wastewater Discharge from Ram Tower:
pH= 8.06 su (permit limits 6-9 standard units(su))
Effluent Temperature= 17.8 C (permit limits see A(1) Table footnote 1)
Effluent Chlorine= 1780 ug/I (permit limits 50 ug/1)
WASTEWATER RESPONSE:
Respond in writing to Division of Water Quality -Linda Wiggs, 2090 HWY 70 Swannanoa, NC 28778 by July
31, 2013 with the actions Crane Resistoflex plans to take to achieve compliance with permit NCG500616.
Page $ 3

Permit: NCG500616 Owner -Facility: Crane Resistoflex
Inspection Date: 05/01/2013 Inspection Type: Compliance Sampling
Permit
Yes No NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted anew application?
D
D ■
D
Is the facility as described in the permit?
■
n D
n
#Are there any special conditions for the permit?
❑
D ■
❑
Is access to the plant site restricted to the general public?
■
n n
n
Is the inspector granted access to all areas for inspection?
■
00
D
Comment: There is a fence around the property, however there is an area by the
stream where the fence is hanging loose because of an eroded streambank.
Restoration of the streambank should be considered otherwise the erosion will continue
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ D D ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge D ❑ ■ ❑
Judge, and other that are applicable?
Comment: Housekeeping outside the plant could be improved. There is alot going on
outside currently with the addition of a Germany facility. Stormwater permit inspector
should address area by hazardous waste storage.
Record Keeping
Yes
No
NA
NE
Are records kept and maintained as required by the permit?
❑
■
D
Cl
Is all required information readily available, complete and current?
n
■
D
D
Are all records maintained for 3 years (lab. reg. required 5 years)?
D
■
D
D
Are analytical results consistent with data reported on DMRs?
D
D
■
D
Is the chain -of -custody complete?
■
00
D
Dates, times and location of sampling
■
Name of individual performing the sampling
■
Results of analysis and calibration
■
Dates of analysis
■
Name of person performing analyses
■
Transported COCs
■
Are DMRs complete: do they include all permit parameters?
❑
❑
■
D
Has the facility submitted its annual compliance report to users and DWO?
❑
1100
(If the facility is = or> 5 MGD permitted Flow) Do they operate 24/7 with a certified operator on each shift?
D
D
■
D
Is the ORC visitation log available and current?
D
n
■
D
Page # 4

Permit: NCG500616 Owner -Facility: Crane Resistoflex
Inspection Data: 05/01/2013 Inspection Type: Compliance Sampling
Record Keeping
Yes No NA NE
Is the ORC certified at grade equal to or higher than the facility classification?
0 0 ■ 0
Is the backup operator certified at one grade less or greater than the facility classification?
❑ 0 ■ ❑
Is a copy of the current NPDES permit available on site?
0 ■ 0 ❑
Facility has copy of previous year's Annual Report on file for review?
0 0 E 0
Comment: Facility needs to visit site below to obtain copy of their NCG500000 permit.
http://portal.ncdenr.org/web/wq/swp/ps/npdes/permits
Effluent Pipe
Yes No NA NE
Is right of way to the outfall properly maintained?
w 0 0 0
Are the receiving water tee of foam other than trace amounts and other debris?
■ 0 0 ❑
If effluent (diffuser pipes are required) are they operating properly?
0 0 ■ 0
Comment: The Inspector visited two of the three outfalls. Three outfalls are reported
on the site map for this facility. Ouffall #4 was evaluated during the inspection. This
outfall carries wastewater associated with the NCG500616 permit. During the
inspection this was discharging wastewater from the Ram tower. The facility has a small
boiler in lab that also has a wastewater discharge, it is unclear where this discharges.
There was an area with several pipes at outfall #4, all of the pipes origins were
unknown. This has to be determined by facility.
The other two ouffalls are believed to be associated with the stormwater permit
NCG030499.
Note: Outfall #4 also carries stormwater during a rain event, therefore ouffall #4 should
never be sampled for wastewater associated with permit NCG500616 during a rain
event.
Effluent Sampling
Yes No NA
NE
Is composite sampling flow proportional?
0 0 ■
0
Is sample collected below all treatment units?
0 ■ 0
0
Is proper volume collected?
0 ■ 0
0
Is the tubing clean?
❑ 0 ■
0
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)?
0 ■ 0
0
Is the facility sampling performed as required by the permit (frequency, sampling type representative)?
0 ■ 0
0
Comment: Facility is not sampling for NCG500616 permit. Inspector was presented
with sample results by Pace Labs but these results are from the samples obtained for
the stormwater permit NCG030499, not the wastewater permit.
Wastewater was flowing from outfall #4 and was evaluated, see below and summary.
Page# 5

Permit: NCG500616 Owner -Facility: Crane Resistollax
Inspection Date: 05/012013 Inspection Type: Compliance Sampling
Upstream / Downstream Sampling Yea No NA Na
Is the facility sampling performed as required by the permit (frequency, sampling type, and sampling location)? 0 ■ 0 0
Comment: Analysis of wastewater effluent (outfall #4, Ram Tower) was performed
during the inspection. Results indicate that temperature may not be an issue in the
receiving stream, however chlorine is likely an issue. Chlorine levels obatined during the
inspection were 1.78 mg/I or 1780 ug/I. The DWQ considers values less than 50 ug/I
compliant with the permit.
Chlorine is toxic to aquatic organisms.
Crane Resistoflex needs to evaluate chlorine levels in their effluent as well as upstream
and downstream where their wastewater discharge enters the receiving stream
(Unnamed Tributary to Catawba). This needs to be done at an increased rate to
determine if the actions taken by Crane Resistoflex are effective for compliance with
permit limits. Contact inspector for proper upstream and downstream sampling
locations.
Page # 6

SCR N
RESISTOFLEX
ONE QUALITY WAY, MARION NC 28752
June 26, 2003
Water Quality Section
N.C. Division of Water Quality
1623 Mail Service Center
Raleigh, NC 27699-1623
To Whom It May Concern:
TELEPHONE: (828) t244000
FAX: [phone]
..[_. VIWA,.recictot..X cam
J t Jill i 4 2003
The purpose of this letter is to request that Crane Resistoflex Individual Permit No, NC0039934,
be rescinded. Out fall 001 is now piped into the new Pleasant Garden Sewer Extension and the
Package Treatment Plant has been removed from service. I am also requesting that our non -
contact cooling water discharges 002, 003, and 004 (004 has been in existence, but was not used
as non contact cooling. It will be used as such with our new expansion) be changed to a General
Wastewater Discharge Permit, along with our already existing General Stormwater Permit No.
NCG030499. Discharge 002, 003, and 004 are pre-existing discharges presently in use at this
facility. Attached is a completed Notice of Intent.
Sincerely,
T dd '��
Poteat
Operations/Engineering Manager
ISO 9001
CERTIFIED

O�O yQG
Gh r
> y
O T
October 16, 2003
Mr. Todd Poteat
Crane Resistoflex Company
One Quality Way
Marion, North Carolina 28752
Dear Mr. Poteat:
Michael F. Easley
Governor
William G. Ross Jr,, Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: TTO test waiver request
Crane Resistoflex
Permit NCG030499
I am returning the partial copy of your Integrated Spill and Stormwater Plan transmitted to
us by your letter of October 8, 2003, I direct yourattentionto footnote 5, Part II page 5 of
7 of your general permit, NCG030000. The elements of a solvent management plan are
identified there as a) a list of the total toxic organic compounds used, b) the method of
disposal, and c) the procedures for assuring that toxic organics do not routinely get into the
stormwater. It is not clear that your Integrated Spill and Stormwater Plan contains these
elements, and so, it does not meet the permit requirements of a solvent management plan.
Footnote 5 provides that a permit holder may request a waiver of TTO testing based on the
development of a solvent management plan. For administrative reasons, the DWQ
generally considers that signing the TTO statement on the back of the DMR is that request,
that the request Is granted by the permit itself, and that another approval by the DWQ is
not required. Additionally, the DWQ does not routinely require submittal of an Industry's
solvent management plan. In your case, since your Initial efforts did not meet permit
requirements, please send me a copy of your revised and compliant solvent management
plan if you still propose to take advantage of the TTO testing waiver. -
Please call me with any questions or comments at [phone] ext 584.
Sincerely,
y/'�®�
Qom/ /.Zc
Ken Pickle
cc: DWQ Central Files
Asheville Regional Office
Kevin Woods, Trigon, 6200 Harris Technology Blvd., Charlotte, NC 28269
.`.w4
NCDENR
Customer Service
1 800 623-7748
Division of Water Quality 1617 Mail Service Canter Raleigh, NC 27699-1617 (919) 730�7015

United States environmental Protection Agency
Washington, D.C. 20460
=ForovedEPA
040-0057
xpires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yanno/day Inspection Type Inspector Fee Type
1 INI 2 15I 31 NCG500616 111 121 13/04/30 117
IJ Asj 19I S I 201LJ I
Remarks
21IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII6
Inspection Work Days Facility Self- Monitoring Evaluation Rating B1 CA -------------------Reserved-----------------
67I 169 70I II 71 721,1 731 174 75I I I I I 180
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POri also include
Entry-rime/Date
Permit Effective Date
POTW name and NPDES permit Number)
10,00 AM 13/04/30
12/08/01
Crane Resistollex
Frit Time/Dete
Permit Expiration Date
1 Quality Way
Marion NC 28752
12'00 PM 13/04/30
15/07/31
Names) of Credits Representative(syTlles(syPhone and Fax Num ber(s)
Other Facility Data
Name, Address of Responsible OffcialRitle/Phone and Fax Number
Contacted
Maroroti}enaaek, l Quality Way Marlon NC 287521/828-724-400018287249469 No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations S Maintenance 0 Records/Reports Self -Monitoring Program
Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Names) and Signationgs) of Inspector(s) Agency/Ofice/Phome and Fax Numbers Data
Linda S Wiggs ARO WO//828-296-4500 Ext,4653/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Dale
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page It 1

NPDES yorco/day Inspection Type
3 NCG500616 I11 12, 13/04/30 I17 18' 1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary),
/)z0.vv. kwf-�
_. LPG s;
r dx;�
Page# 2
1

Permit: NCG500616 Owner -Facility: Crane Resistoilax
Inspection Date: 04/30/2013 Inspection Type: Compliance Sampling
Permit
Yes
No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
❑
❑
0
11
Is the facility as described in the permit?
❑
❑
❑
❑
#Are there any special conditions for the permit?
n
n
n
n
Is access to the plant site restricted to the general public?
❑
11
❑
❑
Is the inspector granted access to all areas for inspection?
❑
❑
❑
❑
Comment:
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 ❑
❑
n
n
Judge, and other that are applicable?
Comment:
Record Keeping
Yes
No
NA
NE
Are records kept and maintained as required by the permit?
❑
❑
Cl
❑
Is all required information readily available, complete and current?
❑
❑
❑
❑
Are all records maintained for 3 years (lab. reg. required 5 years)?
❑
❑
❑
❑
Are analytical results consistent with data reported on DMRs?
❑
❑
❑
❑
Is the chain -of -custody complete?
❑
❑
❑
❑
Dates, times and location of sampling
❑
Name of individual performing the sampling
❑
Results of analysis and calibration
❑
Dates of analysis
❑
Name of person performing analyses
❑
Transported COCs
❑
Are DMRs complete: do they include all permit parameters?
❑
❑
❑
❑
Has the facility submitted its annual compliance report to users and DWQ?
❑
❑
❑
❑
(If the facility is = or> 5 MGD permitted flow) Do they operate 24/7 with a certified operator on each shift?
❑
❑
❑
❑
Is the ORC visitation log available and current?
❑
❑
❑
❑
Is the ORC certified at grade equal to or higher than the facility classification?
❑
❑
❑
❑
Is the backup operator certified at one grade less or greater than the facility classification?
❑
❑
❑
❑
Is a copy of the current NPDES permit available an site?
❑
❑
❑
❑
Page # 3

Permit: NCO500616 Owner - Facility: Crane Raoseflax
Inspection Date: 04/30/2013 Inspection Type: Compliance Sampling
Record Keeping
Yes
No
NA
NE
Facility has copy of previous year's Annual Report on file for review?
n
n
n
n
Comment:
Effluent Pipe
Yes
No
NA
NE
Is right of way to the outfall properly maintained?
n
0
0
0
Are the receiving water free of foam other than trace amounts and other debris?
n
n
n
❑
If effluent (diffuser pipes are required) are they operating properly?
❑
011
0
Comment:
Effluent Sampling
Yes
No
NA
NE
Is composite sampling flow proportional?
n
n
n
0
Is sample collected below all treatment units?
01111
n
Is proper volume collected?
IJ
U
U
IJ
Is the tubing clean?
00
0
0
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)?
n
n
n
n
Is the facility sampling performed as required by the permit (frequency, sampling type representative)?
❑
0
0
0
Comment:
Upstream I Downstream Sampling
Yes
No
NA
NE
Is the facility sampling performed as required by the permit (frequency, sampling type, and sampling location)? 0
0
0
0
Comment:
Page # 4

Pace Analytical Services, Inc. Pace Analytical Servlces, Inc.
Pace Analytical Services, Inc.
Analytical4
205 East Meadow Road - SuiteA
2225 RIversidd or
9800 Nrcey Ave. Suite 100
axriysoekba Gdn
Eden, NC 22288
Asheville, NC 28804
Hunlerstalle, NC 28078
[phone]
(828)254-]1]8
[phone]
ANALYTICAL RESULTS
Project: CUTFALLS 4/22
Pace Project No.: 92155362
Samplo: OUTFALLp3 =
Lab ID: 92155362002 collected: 04/22/13j3:55
Received: 04122/131563
MatralRater
Parameters
Results Units Report Limit DF
Prepared Analyzed
CAS No. Qual
Flow Monitoring Data
Dates)
Time(s)
Flow
Field Data
Collected By
Collected Data
Collected Time
Field pH
Field Temperature
HEM, Oil and Grease
Oil and Grease
V{rL]H1J6ai[N�
Copper
Lead
Zinc
2540D Total Suspended Solids
Total Suspended Solids
Date: 05/03/2013 01 41 PM
Analytical Method
4122113
1
05101/1310:54
13:30
1
05/01/1310:54
10 GPM
1
05/0111310:54
Analytical Method:
MPS
1
05/01/13 10:53
4/22/13
1
0510111310:53
13:30
1
05/01/1310:53
6.8 Sid. Units
0.10 1
05/01/1310:53
16.8 deg C
0,50 1
0510111310'53
Analytical Method: EPA 1664B
ND ml 5 0 1 04/29/13 08:09
Analytical Method: EPA 2007 Preparation Method EPA 200.7
NO ug/L
5.0 1
04/2311323:00
04/27/1301:09
7440-50-8
ND ug/L
5.0 1
04123/1323,00
04127/1301'.09
7439-92-1
•—� 16.0 ul
10.0 1
04123/132300
04127/1301.09
1440-66-6
Analytical Method: SM 2540D
NO uni
25 1
04/2411309:27
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
withoutNe written consent of Pace Analytical Services, Inc..
Page 5 of 14

q q/I�g ® Paca Analytical Semicea. Inc. Pace Analytical Services, In, Pace Analytical Services, Inc.
NCY AnalXIcal 2o5Eaal Meatlow Road-SuitsA 2225 RIvdide On 9800 Kincey Ave. Suite 100
xw'asa6scsm Eden NC 27288 Asheville, NC 28804 Huntaniele, NC 28078
(336)B23-8921 m28)254-]1]9 (701-9092
ANALYTICAL RESULTS
Project: OUTFALLS 4/22
Pace Project No.:..92155362 j • I -
Sample: OUTFALLk2 J Laidig: 92156362001 Colleci 3:55 Received 04/22/1315:63 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzetl CAS No, Oual
Flow Monitoring Data Analytical Method:
Dates) 4122113 1 05/0111310:53
Time(s) 13:65 1 05/01/13 10:53
Flow 25 GPM 1 05/01/13 10:53
Field Data Analytical Method:
Collected By MPS 1 05/01/131052
Collector! Date 4122/13 1 05/01/1310:52
Collected True 13:55 1 05/01/1310:52
Field pH 7.7 Sol. Units 0.10 1 06/0111310:52
Field Temperature 16.6 deg C 0.50 1 05/0111310:52
HEM, Oil and Grease Analytical Method : EPA 1664B
Oil and Grease NO mg/L 5.0 1 04/29/13 08'.09
200.7 MET ICP Analytical Method : EPA 2007 Preparation Method: EPA 2003
Copper ND ug/L 5.0 1 0412311323.00 04127/1301 D3 7440-50-8
Lead NO ug/L 5.0 1 OV23/1323:00 04/27/1301:03 7439-92-1
Zinc 18.0 ug/L 10.0 1 04/23/1323:00 04/27/1301:03 7440-66-6
2540D Total Suspended Solids Analytical Method: SM 2640D
Total Suspended Solids NO mg/L 2.5 1 04/24/1309:27
REPORT OF LABORATORY ANALYSIS
This hired shall not be repmtlucee, except in fun,
Data 05/03/20130147 PM wlmoutthe written consent of Pace Analytical Services,Inc.. Page 4 of 14

Facility Name:
NPDES#: NC
Supplemental Metals Analysis
If copper, zinc, or chromium are present in the proposed biocidal compound, complete this worksheet. A separate form
must be used for each metal and/or metal compound present in the biocide. List the metal, its chemical formula, molecular
weight (MW), formula weight (FW), and the concentration of the metal compound in the biocide (MCC). Complete a
separate form for every metal present in the biocide.
Metal
Chemical Formula
Molecular Weight of Metal
Formula Weight
Concentration in Biocide
EXAMPLE
Copper
CuSO45H2O
63.546 g/mole
249.680 g/mole
0.2
Dosage rate of Biocide (DR) (from page 1):
DR = grams/day
Average Daily Discharge (ADD) (from page 1):
ADD = million gallons/day
Discharge Concentration (DC) of Biocide:
DR ( grams/day)
DC = ADD = ( million gallons/day) = grams/million gallons
Convert DC to micrograms/liter (ppb):
DC (pg/I) = DC (grams/million gal) x 1 x106 ug/q = pg/I
3.785 x 108liters/million gal.
Calculate the fraction of metal in the metal -containing compound (MF):
MF = MW _ ( prams/mole) _
FW - ( grams/mole)
Calculate the fraction of metal in the biocidal compound (BF):
BF = MF x MCMC100/) = x 100 )° _
)
Calculate the concentration of metal in the discharge (M):
M = DC x BF = pg/I x = pg/I
Calculate the instream metal concentration (IMC) at low -flow conditions:
WC 0
IMC = M x 100 ° = pg/I x 100 %
= pg/I
Regulated limitation of metal (from below): pg/I
NC General Statutes 15A NCAC 2B.0211 define:
Copper- 7 pg/I water quality action level" Zinc- 50 pg1l water quality action level*
Chromium- 50 pg/I water quality standard
(*Values which exceed action levels must be addressed directly by aquatic toxicity testing.)
D.W.Q. Form 101 (612000) 4

Facility Name: NPDES #:
Choose the lowest LC50/EC50 listed above:
Enter the LC501EC50:
If the half life (H.L.) is less than 4 days, perform the following calculation.
Regulated Limitation = 0.05 x LC50 = mg/I
If the half life (H.L.) is greater than or equal to 4 days or unknown, perform the following calculation.
Regulated Limitation = 0.01 x LC50 = mg/I
Choose the appropriate regulated limitation from the calculations immediately above and place in this blank:
From Part II enter the receiving stream concentration:
IV. Analysis.
If the receiving stream concentration is greater than the calculated regulated limitation, then this biocide is
unacceptable for use.
Person in Responsible Charge
Name (Print)
Signature
Person Completing This Worksheet (If different from above)
Name (Print)
Signature Date
Please submit to: Division of Water Quality
Aquatic Toxicology Unit
1621 Mail Service Center
Raleigh, NC 27699-1621
Attn: Todd Christenson
D.W.Q. Form 101 (612000) 3

Facility Name:
B99MYrf
Estimate total volume of the water handling system between entry of biocidal product and NPDES discharge point.
On an attached sheet please provide justification for this estimate (system volume, average cycles per blowdown,
holding lagoon size, etc.)
Volume= million gallons
What is the pH of the handling system prior to biocide addition? If unknown, enter N/A.
What is the decay rate (D.K.) of the product? If unknown, assume no decay (D.K.=O) and proceed to asterisk.
The degradation must be stated at pH level within 112 pH standard unit within handling system. Enter the half life
(Half Life is the time required for the initial product to degrade to half of its original concentration). Please provide
copies of the sources of this data.
H.L.= Days
The decay rate is equal to H1 L. X 0.69 = -Decay Rate (D.K.)
Calculate degradation factor (D.F.). This is the first order loss coefficient.
D.F. _ (�oD me) + (D.K.) _ +
Calculate Steady State Discharge Concentration:
Dischg Conc. _ (D.F.)(Volume)(3785) _ ( )( ))(3785) = mg"
Calculate concentration of biocide instream during low flow conditions
(Receiving Stream Concentration)
(Dischg. Conc.) x (IWC%) ( ) x ( )
100 = 100 =
Receiving Stream Concentration
III. Calculate regulated limitation.
List all LC50 and EC50 data available for the whole product according to the following columns. (Note that units
should be in mg/I). Please provide copies of the sources of this data.
Organism Test Duration LC50/EC50 (mg/D
D.W.Q. Form 101 (612000) 2

BIOCIDE/CHEMICAL TREATMENT
WORKSHEET-FORM 101
The following calculations are to be performed on any biocidal products ultimately discharged to the surface waters of
North Carolina. This worksheet must be completed separately for each biocidal product in use. This worksheet is to be
returned with all appropriate data entered into the designated areas with calculations performed as indicated.
Facility Name_
NPDES # NC
County
Receiving Stream
7Q10 (cfs)
(All above information supplied by the Division of Water Quality)
What is the Average Daily Discharge (A.D.D.) volume of the water handling systems to the receiving water body?
A.D.D.= (in M.G.D.)
Please calculate the Instream Waste Concentration (IWC in percent) of this discharge using the data entered
above.
(A.D.D.) X 100 ( ) X 100 °
IWC = (7(�10)(0.646)+(A.D.D) - ( )(0.646) + ( ) - �0
This value (IWC) represents the waste concentration to the receiving stream during low flow conditions.
II. What is the name of the whole product chemical treatment proposed for use in the discharge identified in Part I?
Please list the active ingredients and percent composition:
What feed or dosage rate (D.R.) is used in this application? The units must be converted to maximum grams
of whole product used in a 24hr period.
D.R.= grams/24hr period
Please note, fluid ounces (a volume) must be converted to grams (a mass). The formula for this conversion is:
Grams of product = fluid oz. of product X 1 gal, water X 8.34 lbs. X specific gravity of product X 453.59g.
128 fl. oz, 1 gal. water 1 lb.

®
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
Pew Analytical Services, Inc.
rr
Ana�yhcal
205Pear MeatlmvRead - Sate A
2225RaoraldeDn
9800 Kincey Ave. Suite100
nowneAIaterwo
Ede, NO 27288
Asheville, NO 28804
Hunteraelle, NO 28078
[phone]
(820)254-]1]6
(]04)B]59092
ANALYTICAL RESULTS
Project'. OUTFALLS 4122
Pace Project No.: 92155362
_
Sample; OUTFALL#4DRY `
Lab ID: 92155362003 Collected: 04/22/13 3:45
Received: 04/22/131553
Matrix: Water
Parameters- }
Results Units Report Limit DF
Prepared Analyzed
CAS No. Qual
Flow Monitoring Data Analytical Method:
Date(s) 4122113 1 05/01/13 10:54
Times) 13:45 1 05101/1310:54
Flow DRY 1 06101/1310:54
REPORT OF LAEIbRATORY ANALYSIS
This report shall not be repro ld,cd except in full,
Date 05103/201301,47 PM without the whiten consent of Pace Analytical Saranac, Inc Page 6 o114

aceAnalytical
weerpecaddli
Project: SW OUTFALL 2/26
Pace Project No. 92149310
Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
205 East Meadow Road -SalaA 2225 RIvane d. 0, 98001lInce Ave. Schelde
Eden, NO 272BB Parity e, NO 28804 Huolereville, NO 26078
(3361 [phone] (]04)8]5-9092
ANALYTICAL RESULTS
5ampl U'pFA'"01.'.OA Lab ID: 92149310001 Callectetl/ 62I28/1318Received : 02/26/131I:25 Matrix : Water
:wsut I \l
Parameters Results Units Report lYnil--D Prepared Analyzed CAS No. Oual
Flow Monitoring Data
Date(.)
T hro(s)
Flow
Field Data
Collected By
Collected Date
Collected Time
Field pH
Field Temperature
HEM, Oil and Grease
Oil and Grease
200.7 MET ICP
Copper
Lead
Zinc
25401) Total Suspended Solids
Total Suspended Solids
Dale: 05/03/2013 0142 PM
Analytical Method
2/26113
1
03/12/1318:1
1630
1
03/12/1318:17
30 GPM
1
03/1211318a7
Analytical Method:
MPS
1
03112M 318,16
2128113
1
03/12/13 18:16
16:30
1
0311211318:16
7.4 Std. Units
0.10
1
ON1211318:16
8.2 deg C
0.50
1
03/12/1318:16
Analytical Method: EPA 1064B
ND mg/L
5.0
1
02127/1311:12
Analytical Method: EPA 200.7 Preparation Method,
EPA 200.7
5.6 ug/L
5.0
1
02/28/13 19 35
03/01/1323:40
7440-50-8
ND ug/L
5.0
1
02128/1319:35
0310111323,40
7439-92-1
,aug/L
10.0
1
02/28/1319'.35
0310111323:40
7440-66-6
Analytical Method : SM 2540D
12.6 ml
25
1
03/01/1316:40
REPORT OF LABORATORY ANALYSIS
This mean shall not be reproduced, except In full,
without the writtan consent of Pace AnalyliGl SaNicae, Inc..
Page 4 of 16

�aceAnaijidical"
wn car"Ide cer.
Project SW OUTFALL 2126
Pace Protect No.: 92149310
Paea Analytical Services, Inc. Pace Analytical Service; Inc. Pace Analytical 3ewlces, Inc.
205 East Meadow Road -SendA 2225 Riverside Jr. 9800 KIncey Ave. Suite 100
Eden, NC27288 Asheville, NC 28804 HuntersWlla, NC 28078
[phone] [phone] (]04)8]5-9092
ANALYTICAL RESULTS
Sample GhOUTfjALLp
Lab ID: 92149310002 Collected'
02/26/1315:45 Received:
02/26/1317:25 Matrix:
Wafer
Parameters
Results Units
Report Limit OF Prepared
Analyzed
CAS No. Qual
Flow Monitoring Data
Analytical Method:
Dale(.)
V26113
1
03/1311317:06
Thrusts)
15:45
1
03113/1317:06
Flow
15 GPM
1
0311311317:06
Field Data
Analytical Method:
Collected By
MPS
1
03113/131705
Collected Data
2126/13
1
03/13/13 11:05
Collected Turns
15:45
1
03/13/13 17:05
Field pH
6.8 Sit Units
0.10 1
03/1311317'.05
Field Temperature
9.8 deg C
0,50 1
03/13/13 17R5
HEM, Oil and Grease
Analytical Method: EPA 1664E
Oil and Grease
NO m9/L
5.0 1
02/27/1311:12
200.7 MET ICP
Analytical Method: EPA 200.7 Preparation Method EPA200.7
Copper
NO Ri
5.0 1 02/28/1319:35
0310111321:12
7440-50-6
Lead
NO ug/L
50 1 02/2811319:35 03/0111321:12
7439-92-1
Zinc
28.0 ug/L
10.0 1 02/28/1319:35 03/01/1321:12
7440-66-6
2540D Total Suspended Solids
Analytical Method : SM 2540D
Total Suspended Solids
ND mg/L
5.0 1
0310111316'.40
Date'. 05/03/2013 0142 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be Rproduced, except in full,
without the written consent of Pace Anelylical Services, Inc
Page6 of 16

Analytical
Project: SW OUTFALL 2/26
Pace Project No.: 92149310
Pace Analytical Services, Ina. Pace Analytical Serieee, led. Pace Analytical Servlce; Inc.
205 East Meadow Road - SuitsA 2226 Riverside Dr. 9800 Nincay Ave. Suite 100
Eden, NC 27288 Achy ills, NC 28804 Hunlsociills, NC 28078
[phone] (e28)25441]8 (701
ANALYTICAL RESULTS
Sampli;; T' JF Lab ID: 92149310003 Collectetl 02/26/1318:05 Received: 02126/131]:26 Matrix: Water
Parameters Results Units Report Liml Prepared Analyzed CAS No. Qual
Flow Monitoring Date
Analytical Method:
Dates)
2/26113
1
03/13/1317 07
Times)
16:05
1
OW13/1317 07
Flow
12 GPM
1
03/1311317:07
Field Data
Analytical Method:
Collected By
MPS
1
03/13/13 17,06
Collected Date
V26/13
1
03/1311317:06
Collected Time
16:05
1
03/13113 17 08
Field pH
7.3 Sol Units
0.10
1
03/13/1317:08
Field Temperature
9.2 deg C
0.50
1
0X13/1317:06
HEM, Oil and Grease
Analytical Method: EPA 1664B
Oil and Grease
ND mg/L
5.0
1
02127/1311:12
200.9 MET OR
Analytical Method: EPA 2007 Preparation Method:
EPA200]
Copper
NO ug/L
5.0
1 0212811319:35
0310111321:24 7440-50-8
Lead
NO ug/L
6.0
1 02/2811319:35
03/01/1321:24 7439-92-1
Zinc
24.3 All-
100
1 02128/1319:35
03101/132124 7440-66-6
2540D Total Suspended Solids
Analytical Method: SM 2540D
Total Suspended Solids
NO mg/L
25
1
0310111316'41
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05103/20130142 PM w,m.tth. widen concert of Paw Analyewl Services,so,
Page 6 of 16

WAI
AMA �o
NCDENR
Irtment of Environment and Natural Resources
Division of Water Quality
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
JUL 3 1 2007 �'/ OTICE OF RENEWAL INTENT
Application or ea al of existing coverage under General Permit NCG500000
WATER QUALITY 5 l l0
ASREVIL LE I�f _cioNr-.�i?t} �ing Certificate of Coverage (CoC): NCG500 06
,,s ? (Please print or type)
1) Mailingaddress*. of facility owner/operator: - -
Company Name . R An 1r, oS i S I o FL &,K
Owner Name K? f#Yx a:( AA R D S O �77�fC/'i0n c rYlanns er
Street Address OnE Q1ta1 :Tl SAL
City m A k 20. State n t ZIP Code - 22 9sa
Telephone Number 8aY 171Z/- tf000 Fax: 43
Email address rrl C%drbs & resis-ioller: Cow[
" Address to which sll permit correspondence should be mailed
2) Location of facility producing discharge:
Facility Name C B A ✓1 C - yK &:p ��f c-ro F i EX
Facility Contact MR1CVl� Z. /4HN a oe-&
Street Address O h 8 Q _u a l' T[, LJ.n t.
City rYi)+F, lniz State 1_(_ ZIP Code -,R
County M G. DQeL ) GLL y�
Telephone Number � %a zi - -1l Fax: %cl �- 5P44a
Email address rnh&A6'0C'K @ rGA,Ss itoyir . lb!N
3) Description of Discharge:
a) Is the discharge directly to the receiving stream? O Yes XNo
(If no, submit a site map with the pathway to the potential receiving waters clearly marked. This includes tracing the pathway of the
storm sewer to the discharge point, if the storm sewer is the only viable means of discharge.)
b) Number of discharge outfalls (ditches, pipes, channels, etc. that convey wastewater from the property):
3' rct)
c) What type of wastewater is discharged? Indicate which discharge points, if more than one.
/'Non -contact cooling water Outfall(s)#: OUbir f'o32. oO
�
X Boiler Blowdown Outfall (s) #: OO 0R
Page 1 of 3

NCG500000 renewal application
❑ Cooling Tower Blowdown Outfall (a) #:
❑ Condensate Outfall (s)#:
❑ Other Outfall (a) #:
(Please describe "Other")
d) Volume of discharge per each discharge point (in GPD):
#001:IW� #002: 00 #003: a J cU #004 CbO
4) Please check the type of chemical [s] added to the wastewater for treatment, per each separate discharge
point (if applicable, use separate sheet): _
❑ Chlorine ❑ Biocides ❑ Corrosion inhibitors ❑ Algaecide ❑ Other
X None
5) If any box in item (4) above [other than None]. was checked, a completed Biocide 101 Form and
manufacturers' information on the additive must be submitted to the following address for approval:
NO DENR / DWQ / Environmental Sciences Section
- Aquatic Toxicology Unit
1621 Mail Service Center
Raleigh, NO 27699-1621
6) Is there any type of treatment being provided to the wastewater before discharge (i.e., retention ponds,
settling ponds, etc.)? ❑ Yes KNo
(Ii yes, please include design specifics (i.e., design volume, retention time, surface area, etc.) with submittal package. Existing
treatment faculties should be described in detail.)
7) Discharge Frequency
a) The discharge is: ❑ Continuous 19 Intermittent ❑ Seasonal*
i) If the discharge is intermittent, describe when the discharge will occur:
'T%,✓ 6>r ��w .0 A A6
I
ii) *Check the month(s) the discharge occurs:;4 Jan ¢ Feb fo Mar. R Apr H May B Jun ® Jul
2 Aug. 19 Sept. IN Oct. ® Nov. dd Dec.
b) How many days per week is there a discharge? X a r
c) Please check the days discharge occurs: ❑ Sat. ❑ Sun. (AMon. litTine. R Wed. SiThu. C� Fri.
6) Receiving stream[s]:
a) To what body or bodies of water (creek, stream, river, lake, etc.) does the facility discharge
wastewater? If the site discharges wastewater to a separate storm sewer system (4S), name the
operator of the 4S (e.g. City of Raleigh). 00q - oo� u J i 'L ] 1 f 1# Ej &' oat ?0 C.ARU4
R+✓�r
b) Stream Classification: 1�— [.J aA-5 j H '-7'A e r aT4L 6eZ /2i;ber &9Le',
Page 2 of 3

NCG500000 renewal application
Additional Application Requirements:
The following information must be included in triplicate [original + 2 copies] with this application or it will
be returned as incomplete.
➢ Site map. If the discharge is not directly to a stream, the pathway to the receiving stream must
be clearly indicated. This includes tracing the pathway of a storm sewer to its discharge point.
➢ Authorization for representatives. If this application will be submitted by a consulting.
engineer (or engineering firm), include documentation from the Permittee showing that the
consultant submitting the application has been designated an Authorized Representative of the
applicant.
Certification
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.
Printed Name of Person Signing: ' `T14 'rl t e" p 'j C
Title:
(Date Signed)
North Carolina General Statute 143-215.6le (i) provides that:
Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan or other document
filed 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.)
This Notice of Renewal Intent does NOT require a separate fee.
The permitted facility already pays an annual fee for coverage under NCG500000.
Mail the original and two copies of the entire package to:
Mr. Charles H. Weaver
NCDENR/DWQ/NPDES
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Page 3 of 3

Latitude: 35*40'59* (001)
Longitude: 82*03'W (001) NCO039934
Quad E 10NE
Stream Class: Crane ResWoftex
Subbasin: 30830
ReceMng`$tream: Ur Catawba River
SCALE 1:24000

Michael F. Easley
Governor
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Duality
January 9, 2004
Mr. J. Todd Potent, Operations/Engineering Manager
Crane Resistoflex
1 Quality Way
Marion, NC 28752
Subject: General Permit No. NCG500000
Can. of Coverage NCG500616
Crane Resistoflex
McDowell County
Dear Mr. Poteat:
In accordance with your application for discharge, the Division is forwarding herewith the subject Certificate of _I
Coverage to discharge under the subject state-NPDES general permit. This permit is issued pursuant to the requirements
of North Carolina General Statue 143-215 .1 and the Memorandum of Agreement between North Carolina and the US
Environmental Protection agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this general permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit application.....
Unless such demand is made, the certificate of coverage shall be final and binding. -
Please take notice that this Certificate of Coverage is not transferable except after notice to the Division of Water -!
Quality. The Division of Water Quality may require modification or revocation and reissuance of the certificate of - - -
coverage.
This permit does not affect the legal requirements to obtain other permits which may be required by the Division
of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act or any other
Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Mack Wiggins at telephone number 919/733-
5083, extension 542.
cc: Central Files
Asheville Regional Office, Water Quality
Stormwater and General Permits Unit
McDowell County Health Department
AR ft
Customer Service Dlvislon of Water Duality
1 800 623-7748
Sincerely,
ORIGINAL SIGNED BY
WILLIAM G. MILLS
Alan W. Klimek, P.E.
[1 jAN 15
R'WA'i I:I? OUALIIY,SEf,110P1�
_, ASNFVILLCC RfG10JA4 Df PIG,F,,,,v,a
1617 Mail Service Center Raleigh, NC 27699-1617 [phone]

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG500000
CERTIFICATE OF COVERAGE No. NCG500616
TO DISCHARGE NON -CONTACT COOLING WATER, COOLING TOWER AND BOILER BLOWDOWN,
CONDENSATE AND SIMILAR WASTEWATERS 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,
'Crane Resistoflex
is hereby authorized to discharge boiler'blowdown; non -contact cooling water and cooling tower blowdown front the
site
Crane Resistoflex
:ri Quality Way
Pleasant Gardens -
McDowell County
to receiving waters designated as the Catawba River in the Catawba River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III
and IV of General Permit No. NCG500000 as attached.
This certificate of coverage shall become effective January 9, 2004
This Certificate of Coverageshall remain in effect for the duration of the General Permit.
Signed this day January 9, 2004
ORIGINAL SIGNED BY
WILLIAM C. MILLS
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

8- W

t�
;CRANE
RESISTOFLEX
ONE QUALITY WAY, MARION NC 28752
June 26, 2003
Water Quality Section
N.C. Division of Water Quality
1623 Mail Service Center
Raleigh, NC 27699-1623
To Whom 1t May Concern:
TELEPHONE: (828) (24-4000
FAX:[phone]
1
+i iil
f � At 1 4 2003
The purpose of this letter is to request that Crane Resistoflex Individual Permit No. NC0039934,
be rescinded. Out fall 001 is now piped into the new Pleasant Garden Sewer Extension and the
Package Treatment Plant has been removed from service. I am also requesting that our non -
contact cooling water discharges 002, 003, and 004 (004 has been in existence, but was not used
as non contact cooling. It will be used as such with our new expansion) be changed to a General
Wastewater Discharge Permit, along with our already existing General Stormwater Permit No.
NCG030499. Discharge 002, 003, and 004 are pre-existing discharges presently in use at this
facility. Attached is a completed Notice of Intent.
Sincerely,
,D
Pad
Totent
Operations/Engineering Manager
ISO 9001
CERTIFIED

' n �
rOR AGENCY USF OM P I
Dat R a
r M h Dav
1.1Z 5=19n Ot S1`aY¢2 ('1Ugltt} N'arf[ lfllaltt, �'£CS1Cn
�^Y� �F iece[ fC x,aF
NCDENNational Pollutant Discharge Elimination System ci,a xx a m
NCG500000
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG500000: Non contact cooling water, cooling tower and boiler blowdown, condensate, exempt
stormwater, cooling waters associated with hydroelectric operations and similar wastewaters
(Please print or type)
1) Ownerloperator
Company Name: _L t'Rrl e. _rl egijs {d Fleur____
Contact Person: sL�AA—
_
Street Address: l__G"✓�tizg,gv__ _ ______ _
City: R,—/_ T _ State:,O, C- ZIP Code: cZ r? 7 6a
Telephone No.: o.rcom_ %a 4'Zi00d Fax: tPold'
2) Location of facility producing discharge: -.
Facility Name:
�rRne R�.<;.�l r� -le
Contact Person:
'Street Address:
LQu,aI - �V &-;AV
—
City:
_ State:. 'IL-C_ ZIP Code: 49,r7
County:
jc-
Telephone No.:
_�*,y _°�vlyi' y0dv Fax_
3) Permit Contact (complete this section if permit contact is different from facility contact)
Contact Person:
Street Address:
City: ' - State:_ ZIP Code:
County:
Telephone No.: _ _. Fax:
4) Physical location information:
5)
A copy of an USGS quad map or county map with the facility clearly located on the map IS REQUIRED to
be subreAtted with this application.
Please provide a narrative description of how to get to the facility (use street ames, state road numbers,
and distance and direction from a roadway intersection): ee T4NL�i _
This NPDES permit application applies to which of the following
Ar New or Proposed ❑ Modification -- Sc e q—r—,
Please describe the modification:
❑ Renewal
Please specify existing permit number and original issue date
Page 1 of 4
SWU 212-080102

NCG500000 N.O.I.
13) Does this facility have any other NPOF_S permits, including stormwater general permits?
❑ No d yes /✓ (A C-0. 5 y
If yes list the nnrmR nnmhars fnr ih _ Yngiliry- L t`
7) What is the nature of thebusinessapplying for this permit? -ft)C,r$u�(2c
8) Description of Discharge:
a) Total number of discharge points that convey wastewater from the property, including ditches, pipes,
channels, etc.:-7_k✓ec ___________—_-
_________ __—_ _______________ --
b) What type of wastewater is discharged and from which discharge points?
R( Non -contact cooling water
Discharge point(s) # : CC' a`
❑ Boiler Slowdown
Discharge point(s) #
❑ Cooling Tower Slowdown
Discharge points) #:
❑ Condensate
Discharge points) #:
❑ Other
Discharge point(s) # :
(Please describe "Other") : __ _ _ ___
c) Approximatevolumeof discharge for each discharge point (in GPD):
#1: co;L--j7(0OP #2:#3:-aogI YOGC),#4
9) Please check the type of chemical added to the wastewater for treatment for each separate discharge:
point (if applicable, use separate sheet):
❑ Biocides Name:_ _ Manuf.:
❑ Corrosion Inhibitors Name: _ Manuf.:
❑ Chlorine Name: Manuf.:
❑Algaecide Name:Manuf.:
❑Other Name:Manuf.:
1 None
If any box above, other than none, was checked, a completed Biocide 101 Form and mamufacturers
information, including MS/DS sheets on. the. additive. IS REQUIRED tobe: submitted with the atppiication
for the Division's review. -
10) Discharge Frequency:
a) The discharge is: ❑ Continuous 1)(Intennittent ❑ Seap spnal
i) If the discharge is intermittent, describe when the discharge will occur: 'tea =—
ii) If seasonal check the month(s) the discharge occurs: El Jan. ❑ Feb. []Mar. ❑ Apr..
❑ May ❑ Jun. ❑ Jul. []Aug. © Sept. D Oct. []Nov. ❑ Dec.
b) How many days per week is there a discharge? _ F%t-e_
11) Receiving waters:
a) What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that Rho facility
wastewater discharges end up in? If the site wastewater discharges to a separate storm sewer
system (4S), name the operator of the 4S (e.g. City of Raleigh) :
(`4'VA w6, fL Ov.. 4r03 'inW Ca,wwb. gcvcr.
b) Stream Classification(WS-IV, NSW, etc..): S_vyw.�fvi-•t_i--- .t
Page 2 of 4
SWU-212-080102

n C�
NGG500000 N.O.I.
c) Is the discharge directly to the receiving water? ❑ Yes X No
If no, a site map with the pathway to the potential receiving waters clearly marked IS REQUIRED to
be submitted with the application. This includes tracing the pathway of the storm sewer to the
discharge point, If the storm sewer is the only viably means of discharge
12) is there any type of treatment being provided to the wastewater before discharge (i.e., retention ponds,
settling ponds, etc.)? ❑ Yes WNo
If yes, please include design specifics (i.e., design volume, retention time, surface area, etc.) with
submittal package. Existing treatment facilities should be described in detail. Design criteria and
operational data (including calculations) should be provided to ensure that the facility could comply with
the requirements of the General Permit. The treatment shall be sufficient to meet the limits set by the
general permits.
Note: Construction of any wastewater treatment facilities requires submission of three (3) sets of plans
and specifications along with the application. Design of treatment facilities must comply with the
requirements of 15A NCAC 2H .0138. If construction applies to this discharge, include the three
sets of plans and specifications with this application.
13) Pollutants:
Please list any known pollutants that are present In the discharge, per each separate discharge point (if
applicable, use separate sheet) : r\0 A e
14) Alternatives to Direct Discharge:
Address the feasibility of implementing each of the following non -discharge alternatives
a) Connection to a Regional Sewer Collection System
b) Subsurface disposal. (including nitrification field, infiltration gallery, injection wells, etc.).
c) Spray irrigation
The alternatives to discharge analysis should include boring logs and/or other information indicating that a
subsurface :system is neither feasible nor practical as wall as -written confirmation indicating.. that.
connection to a' POTW is not an option. It should also include a present value of costs analysis as
outlined in the Division's "Guidance For the Evaluation of Wastewater Disposal Aftematives".
15) Additional Application Requirements:
For new or proposed discharges, the following information MUST BE INCLUDED in triplicate with this
application or it will be returned as incomplete.
a) 7.5 minute series USGS topographic (quad) map (or a photocopied portion thereof) with discharge
location clearly indicated.
b) Site map. If the discharge is not directly to a stream, the pathway to the receiving stream must be
clearly indicated. This includes tracing the pathway of a storm sewer to its discharge point.
c) If this application is being submitted by a consulting engineer (or engineering firm), include
documentation from the applicant showing that the engineer (Or firm) submitting the application has
been designated an authorized Representative of the applicant.
d) Final plans for the treatment system (if applicable). The plans must be signed and sealed by a North
Carolina registered Professional Engineer and stamped -"Final Design -Not released for construction".
Page 3 of 4
SWU 212-ee0102

NCG500000 N.O.I.
a) Final speuifications for all major treatment components (if applicahle). The specifications must be
signed and sealed by a North Carolina registered Professional Engineer and shall include a narrative
i0scriotlon 0f the treament wetem in, be , r nstnfcted.
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.
Printed Name of Person Signing: _ a _ r, 11 f G am___
North Carolina General Statute 143.215.6 b (I) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan
or other document filed or required to W nainfasied under Article 21 or regulations of the Environmental Management
Commission implaTep{ing that Article, or who falstrres, tampers with or knowinglyi rP{rders inaccurate any momding or
monitoring device or method required he be operated or maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, shall be godly of a misdemeanor punishable by a tine not N exceed
$10,000, or by Imprisonment not to exceed six morlle, or by both. (18 U.S.C. Section 1001 provides a panishment by a fine
ofnof more than $10, 000 or lmpdsonmem not more than 5 years, or both, fora similar ogense.)
Notice of Intent must be accompanied by a check or money order for $80.00 made payable to:
NCDENR
Mail three (3) copies of the entire package to:
Stormwater and General Permits Unit.
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Final Checklist
This application will be returned as incomplete unless all of the following items have been
Included:
❑ Check for $80 made payable to NCDENR
❑ 3 copies of county map or USGS quad sheet with location of facility clearly marked on map
❑ 3 copies of this completed application and all supporting documents
❑ 3sets of plans and specifications signed and sealed by a North Carolina P.E.
❑ Alternatives analysis including present value of costs for all alternatives
Note
The submission of this document does not guarantee the issuance of an NP®ES permit
Page 4 of 4
SWU-212-080102

�i
Ell
a
141a r...
7�
Latitude: 35640-59* (001) Facility
Longitude: 82'03'59" (001) NCO039934
Locuad# MONE 'Location
stream Ones: C Crane Resistoftex
Subbasin: 30830.
Receiving`Strvaxn: UT CataWba River IV I SCALE 1:24000

C� n
DIRECTIONS HOW TO GET TO RESISTOFLEX FROM INTERSTATE 40
COMING FROM EAST:
Take exit 86 (Marion; McDowell Tech College & HWY 226).
Turn right at traffic light (HWY 226 N). Go straight through the next 2 traffic
lights. This puts you on the 4 lane By Pass. Stay on this until you get to the
traffic light at Wal-Mart, Taco Bell, and Comfort Inn.
Turn left which puts you on HWY 70 West. Go approximately 4 Miles. Take the
first road on the left (Resistoflex Road) after Tom Johnson camping center. At
the stop sign, turn right. Go about % mile and turn right on Quality Way, this will
take you into the parking lot.
COMING FROM WEST:
Take first Old Fort Exit (72). Go straight through the red light and through the
town of Old Fort, this will turn into Hwy 70 East.
After approximately 7 miles you will reach a traffic light. Take the first road to the
right (Resistoflex Road) after the traffic light. At the stop sign, turn right. Go
about'h mile and turn right on Quality Way, this will take you into the parking lot.

�oY '
R rye
August 11, 2003
Mr. J. Todd Poteat, Operations/Engineering Manager
Crane Resistoflex
1 Quality Way
Marion, NC 28752
Dear Mr. Poteat:
Michael F. Easley
( ) Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek. P.E.
Director
Division of Water Quality
AUG r 5 2003
Subject: Application No. NCG500616
Crane Resistoflex
McDowell County
This is to acknowledge receipt of the following documents on August 5, 2003:
X Completed Notice of Intent (Application form),
Engineering Proposal (for proposed control facilities),
Request for certificate of coverage.
X Application processing fee of $80.00.
Wastewater Disposal Alternatives,
Specifications of system.
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
X Other:.County Topographic map showing all three discharge points.
The items checked below are needed before review can begin:
Completed Notice of Intent (Application Form),
Engineering proposal (see attachment),
Application Processing Fee of $00.00,
Delegation of Authority (see attached),
Biocide Sheet (see attached).
Engineering Economics Alternatives Analysis,
_ Engineering Plans and Specifications
Local Government Signoff,
Source Reduction and Recycling,
_ Interbasin Transfer,
Other:
If the application is not made complete within thirty (30) days, it will be returned to you and may be resubmitted when
complete.
GA
NUDLNR
Customer Service
1 800 623-7748
Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]

n
Michael F. Easley
`. Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alen W. Klimek. P.E.
Director
Division of Water Quality
This application has been assigned to Mack Wiggins (919/733-5083) Ext. 542 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.
I am, by copy of this letter, requesting that our Regional Office Supervisor prepare a staff report and recommendations
regarding this discharge. It you have any questions regarding this application, please contact the review person listed
above.
Sincerely,
ack Wiggins
Stormwater an General Permits Unit
cc: Asheville Regional Office
Permit Application File
o•;n
NCUEP�4
Customer Service
1 800 623-7748
Division of Water Quality 1617 Mail Service Center Raleigh, NO 27699-1617 [phone]

C> (�
R E S I STO F L EX TELEPHONE: [phone]
FAX:[phone]
WEB: w .resistofiwxom
ONE QUALITY WAY, MARION NC 28752
June 26, 2003
Water Quality Section
N.C. Division of Water Quality
1623 Mail Service Center
Raleigh, NC 27699-1623
To Whom It May Concern:
The purpose of this letter is torequestthat Crane Resistoflex Individual Permit No. NC0039934,
be rescinded. Out fall 001 is now piped into the new Pleasant Garden Sewer Extension and the
Package Treatment Plant has been removed from service. I am also requesting that our non -
contact cooling water discharges 002, 003, and 004 (004 has been in existence, but was not used
as non contact cooling. It will be used as such with our new expansion) be changed to a General
Wastewater Discharge Permit, along with our already existing General Stormwater Permit No.
NCG030499. Discharge 002, 003, and 004 are pre-existing discharges presently in use at this
facility. Attached is a completed Notice of Intent.
Sincerel
y,
/N
Toteat
Operations/Engineering Manager
ISO 9001
CERTIFIED

i
r
FOR AGENCY USE ONLY
�D1 Received
Year Da
Dirfsion of Water Quality !Water Quality Section
cernr am arca.er
NCDENNational Pollutant Discharge Elimination System ea mm�uno
< NCG500000 re<mrraai aeo a
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG500000: Non contact cooling water, cooling tower and boiler blowdown, condensate, exempt
stormwater, cooling waters associated with hydroelectric operations and similar wastewaters
(Please print or type)
t) Ownerloperator:
Company Name:
ej"fine- rl C,Sis'%d �E
Contact Person
��o iy.¢__yAe35 _ __—
— -- —
Street Address:
1 —C' uAli L Je1a9
City:
1Y1 r ,'rlrt / State:L1 C_
ZIP Code: a,? 7 Soi
Telephone No.:
_ d�_ Tat/-410d6 .Fax: _rf',),P
_2oZ d6F
2) Location of facility producing discharge: 5'F-
.. .
Facility Name:
4'rq-e i J e) F
_
Contact Person:
1u' .2ryi��., /man c o
Street Address:
J 0 0 1 i +V 1,c )AV" _•_ _
- City:
jY err ort 1 State:.11 -C _.
ZIP Code:
County:
z Lk1e I(
Telephone No.:
_8�b'.]L— _7a - OBCi__ Fax:
3) Permit Contact (complete this section if permit contact Is from facility contact) : ..r ..
Contact Person:
Street Address:
City: " -- �;.,:`— State:_ZIP Code.
County: ..
Telephone No.: _ Fax:-
4) Physical location information:
5)
A copy of an USGS quad map or county map with the facility clearly located on the map IS REQUIRED to
be submitted with this application.
Please provide a narrative description of how to get. to the facility (use street parnes, state road numbers,
and distance and direction from a roadway intersection): 'ee- Tt�1--___---
This NPDES permit application applies to which of the following :
Ar New or Proposed ❑ Modification -i{-Sb1 A-r71c4eJ
Please describe the modification
0 Renewal
Please specify existing permit number and original issue date:
coveat j-TMIZ
SW W212-080102
Page 1 of 4

n n
NCG500000 N.O.I.
6) Does this facility have any other NPDES permits, including stormwater general permits?
El No .9yes AlG 003PVY
If yes, list the permit numbers for this facility- _ C,6 __ /V _t G_o_3 o y9 Z___
7) What is the nature of the business applying for this permit? -3
Fe,- .,,a 'Tr-flon- _<L,sgewc
8) Description of Discharge:
a) Total number of discharge points that convey wastewater from the property, including ditches, pipes,
channels, etc.: _fL ee
b) What type of wastewater is discharged and from which discharge points?
X Non -contact cooling water Discharge point(s) # : B U a___------
0 Boiler Slowdown Discharge point(s) #
❑ Cooling Tower Slowdown Discharge point(s) #:
❑Condensate Discharge point(s)#:
❑Other. Discharge point(s)#:
(Please describe "Other):
c) Approximate volume of discharge for each discharge point (in GPD):
#I: Cba— eop #2:603 =a#3.'Oo �l _iC1vU' #4_
9) Please check the type of chemical added to Via wastewater for treatment for each separate disdhargw.
point (if applicable, use separate sheet):
❑ Biocides Name:Manuf.:
❑. Corrosion inhibitors Name:___ _ Manuf.:
❑ Chlorine Name:Manuf.:
❑ Algaecide Name:_ - Manuf.:
a Other Name:__ ---_ Manuf.:
".l None
- if any box above; other than none, was -checked; -a. completed Biocide 101 Form and manufacturers
�+ infofmation, including MSIDS-sheets on the; additive IS REQUIRED to be submitted with the °application ....
for the Division's review. - -
10) Discharge Frequency: -
a) The discharge is:. ❑ Continuous Intermittent 0 Seas pnal
i) If the discharge is intermittent, describe when the discharge will occur : 1Q/p 7h.
ii) If seasonal check the month(s) the discharge occurs: 0 Jan. 0 Feb. 0 Mar. 0 Apr_
❑ May 0 Jun. 0 Jul. 0 Aug. 0 Sept_ 0 Oct. 0 Nov. ❑ Dec.
b) How many days per week is there a disclharge? Flog
11) Receiving waters:
a) What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that 0he facility
wastewater discharges end up In? If the site wastewater discharges to ae�separate storm sewer
system ((4S), name the operator of the 4 0 (e.g. City of Raleigh) : 0 J _�t111 ��%%��u I evy
L�ATRWbw 4.;ve••• 003 '10'. Ga.-'nwb•, 'WY,011
b) Stream Classification (WS-IV, NSW, etc..): - t taLftico__y__
Page 2 of 4
SWus12-0e0102

NCG500000 N.O.I.
c) Is the discharge directly to the receiving water? ❑ Yes X No
If no, a site map with the pathway to the potential receiving waters clearly marked IS REQUIRED to
be submittedwith the application. This includes tracing the pathway of the storm sewer to the
discharge point, if the storm sewer is the only viable means of discharge.
12) Is there any type of treatment being provided to the wastewater before discharge (i.e., retention ponds,
settling ponds, etc.)? ❑ Yes RrNo
If yes, please include design specifics (i.e., design volume, retention time, surface area, etc.) with
submittal package. Existing treatment facilities should be described In detail. Design criteria and
operational data (including calculations) should be provided to ensure that the facility could comply with
the requirements of the. General Permit. The treatment shall be sufficient to meet the limits set by the
general permits.
Note: Construction of any wastewater treatment facilities requires submission of three (3) sets of plans
and specifications along with the application. Design of treatment facilities must comply with the
requirements of 15A NCAC 2H .0138. If construction applies to this discharge, Include the three
sets of plans and specifications with this application.
13) Pollutants:
Please list any known pollutants that are present In the discharge, per each separate discharge point (if
applicable, use separate sheet) : Adn (,__ _
14) Alternatives to Direct Discharge:
Address the feasibility of implementing each of the following non -discharge alternatives
a) Connection to a Regional Sewer Collection System . -
b) Subsurface disposal. (including nitrification field, Infiltration gallery, injection Wells, etc.)
c). Spray irrigation - -
The alternatives to discharge analysis should include boring logs and/or other information indicating that a: -
subsurface system is `neither feasible nor practical as well As Written''` confirmation indicating-.that-
connection"to if POTW is not an option. It should also includdli present value of'costs�analysls as,.,,
outlined in the Division's "Guidance For the Evaluation of Wastewater Disposal Alternatives" . .
15) Additional Application Requirements:
For new or proposed discharges, the following information MUST BE INCLUDED in triplicate with this
application or it will be returned as incomplete.
a) 7.5 minute series USGS topographic (quad) map (or a photocopied portion thereof) with discharge
location clearly indicated.
b) Site map. If the discharge is not directly to a stream, the pathway to the receiving stream must be
clearly indicated. This includes tracing the pathway of a storm sewer to its discharge point.
c) If this application is being submitted by a consulting engineer (or engineering firm), include
documentation from the applicant showing that the engineer (Or firm) submitting the application has
been designated an authorized Representative of the applicant.
d) Final plans for the treatment system (if applicable). The plans must be signed and sealed by a North
Carolina registered Professional Engineer and stamped -"Final Design -Not released for construction".
Page 3 of 4
SWU-212-080102

NCG500000 N.O.I.
a) Final specifications for all major treatment components (if applicable). The specifcations must be
signed and sealed by a North Carolina registered Professional Engineer and shall include a narrative
description of the treatment system to be constructed.
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.
Printed Name of Person Signing: - __Pb4e o- _____ ----
North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan
or other document filed or required to be melntebred under Artlate 21 or regulations of the Envirenmental Management
Commission Implwgerling that Article, or who fakifies, Pampers with or knowingly riepders inaccurate any recording or
monlfodng tleWce or method required to be operated or maintained under ArtiWa 21 or regulations of the Environmental
___..
Modell emenf.Commisslon Implementing that Articfa, shall be guilty of a misdemeanor punishable by a floe not to exceed
$10,000, or by Impdsonment not to exceed six months, or by both. (18 U.S.C.:Seogon 1001 provides a punishment by a fine
of not more than $10,000 or Imprisonment not more then 5 years, wboth, fora similar offense.)
Notice of Intent must be accompanied by a check or money order for $80.00 made payable to:
NCDENR
Mail three (3) copies of the entire package to:
Stormwater,,2nd� General Permits Unit - - -
4 on of Wati<r Quality
1617 Mail Service Center -
Raleigh, North Carolina 27699-1617 -
Final Checklist
This application will be returned as incomplete unless all of the following items have been
included:
❑ Check for $80 made payable to NCDENR
❑ 3 copies of county map or USGS quad sheet with location of facility clearly marked on map
❑ 3 copies of this completed application and all supporting documents
❑ 3 sets of plans and specifications signed and sealed by a North Carolina P.E.
❑ Alternatives analysis including present value of costs for all alternatives
Note
The submission of this document does not guarantee the issuance of an NP®ES permit
Page 4 of 4
SWU-212-080102

u
6 ;Z.
it
<
Latitude: 35640'59(001) NCO039934 Facilityr.
Quad# MONE -Location
Longitude: 82'03'59" (001)
stream Clazs: C Crane Resistoflex
Subbasi.: 30830
Receiving'.Sfteazn: Ur Catawba River SCALE 1:24000

DIRECTIONS HOW IQ GET f0 RESIS"I.OFLEX FROM IN I LK61AI E 40
COMING FROM EAST:
Take exit 86 (Marion; McDowell Tech College & HWY 226).
Turn right at traffic light (HWY 226 N). Go straight through the next 2 traffic
lights. This puts you on the 4 lane By Pass. Stay on this until you get to the
traffic light at Wal-Mart, Taco Bell, and Comfort Inn.
Turn left which puts you on HWY 70 West. Go approximately 4 Miles. Take the
first road on the left (Resistoflex Road) after Tom Johnson camping center. At
the stop sign, turn right. Go about Y mile and turn right on Quality Way, this will
take you into the parking lot.
COMING FROM WEST:
Take first Old Fort Exit (72). Go straight through the red light and through the
town of Old Fort, this will turn into Hwy 70 East.
After approximately 7 miles you will reach a traffic light. Take the first road to the
right (Resistoflex Road) after the traffic light. At the stop sign, turn right. Go
about'/2 mile and turn right on Quality Way, this will take you into the parking lot.

R ES I STO F L EX TELEPHONE: [phone]
FAX :(828)]24-9489
W EB:.. re sistotlex.com
ONE QUALITY WAY, MARION NC 28752
June 26, 2003
Water Quality Section
N.C. Division of Water Quality
1623 Mail Service Center
Raleigh, NC 27699-1623
To Whom It May Concern:'
The purpose of this letter is to request that Crane Resistoflex Individual Permit No. NC0039934,
be rescinded. Out fall 001 is now piped into the new Pleasant Garden Sewer Extension and the
Package Treatment Plant has been removed from service. I am also requesting that our non -
contact cooling water discharges 002, 003, and 004 (004 has been in existence, but was not used
as non contact cooling. It will be used as such with our new expansion) be changed to a General
Wastewater Discharge Permit, along with our already existing General Stormwater Permit No.
NCG030499. Discharge 002, 003, and 004 are pre-existing discharges presently in use at this
facility. Attached is a completed Notice of Intent.
Sincerely,,
T dd Poteat
Operations/Engineering Manager
ISO 9001
CERTIFIED

FOR AGENCY USE ONLY
��
DivisionDivision Of Waterafer Quality! Water Quality
Date
Rerehed
Year
Monts Da
cerurraceorca.•er
NCDENRNational
Pollutant Discharge Elimination System
C„ etk a
nceoaav
waE,
NCG500000 cerm¢nsiaeem
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG500000: Non -contact cooling water, cooling tower and boiler blowdown, condensate, exempt
stormwater, cooling waters associated with hydroelectric operations and similar wastewaters
(Please print or type)
1) Owner/operator:
Company Name:
�rRr1ef�i is%d FlelC______
Contact Person:,in
Street Address:
�C i281.i_i _L _--_
City:
.4 r d�-L_ State: 0 ZIP Code: a Y'7 S -
Telephone No.:
d� Ton �/- Z/� _ .Fax: ('6� _�e2�2�bF
2) Location of facility producing discharge:
Facility Name:
y�rR✓.g_ 11 I JF�C ___
Contact Person:
Street Address:.
City:
)},_ r i orL______ State. ZIP Code: �a
County:
�k-iel� _ •----_----�__
Telephone No.:_��-�0001__--
Fax:jE '
3) Permit Contact (complete this section if permit contact Is different from facility contact)
Contact Person:
Street AddressF
City: -`
State;__ ZIP Code:
. County:
Telephone No.:
_ Fax:-
4) Physical location information:
5)
A copy of an USGS quad map or county map with the facility clearly located on the map IS REQUIRED to
be submitted with this application.
Please provide a narrative description of how to get. to the facility (use street ames, state road numbers,
and distance and direction from a roadway intersection): _ 'ee pr7ntbg�_______
This NPDES permit application applies to which of the following :
N' New or Proposed ❑ Modification - Ssre qrr ney�-a
Please describe the modifications
❑ Renewal
Please specify existing permit number and original issue date: —_____
court Lr: rrre
Page 1 of 4
SWU-212-080102

NCG500000 N.O.I.
6) Does this facility have any other NPDES permits, including stormwater general permits?
❑No XIYes /lye nd3993y
If yes, list the permit numbers for this facility- _ C6 C�Izm�e[_Sz_���Y2__ _
7) What is the nature of the business applying four this permit? _ ] 6-
'La-' .__16261y
6) Description of Discharge:
a) Total number of discharge points that convey wastewater from the property, including ditches, pipes,
channels, etc.: =TLrec ___----- ____
b) What type of wastewater is discharged and from which discharge points?
Non -contact cooling water Discharge point(s) # : 0 U
❑ Boiler Slowdown Discharge point(s)#: 003 _
❑ Cooling Tower Slowdown Discharge point(s) #
❑ Condensate Discharge point(s) #
❑ Other Discharge point(s) #
(Please describe "Other") :
c) Approximate volume of discharge for each discharge point (in GPD):
A:Coa #2:003 $ tf3` =9ove #4
9) Please check the type of chemical added to the wastewater for treatment for each separate disdharge+:':
point (if applicable, use separate sheet):
❑ Biocides Name: _ Manuf.:
❑ Corrosion inhibitors Name: _ Manuf.:
❑ Chlorine Name: Manuf.:
❑ Algaecide Name:_____ : Manuf.:
❑Other Name:_P _ Manuf.:
.. None —. __—_ __
_
-Jf any box above, other than none, was checked; -a. completed Biocide 101 Form and marnufacturers'
- information, including MSIDS sheets on the: additive IS (REQUIRED to be submitted with the afppiication
., for the Division's review. -
10) Discharge Frequency:
a) The discharge is: ❑ Continuous intermittent ❑ Seespnal
i) If the discharge is intermiftenl, describe when the discharge will occur :.xp:y'LJ-V 7yi�e_
Fr-1w_
11) If seasonal check the month(s) the dlischarge occurs: 0 Jan. ❑ Feb. []Mar. 0 Apr_
❑ May 0 Jun. 0 Jul. 0 Aug. 0 Sept. 0 Oct. 0 Nov. ❑ Dec.
b) How many days per week is there a discharge? _ F, be______ _
11) Receiving waters:
a) What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that tithe facility
wastewater discharges end up i'in? If the site wastewater discharges to a separate storm sewer
system (4S), name the operator of the 4S (e.g. City of Raleigh) :.k _S,Lhnawe �� f%�e I evY
Cv.A't-RW1 V,"00— 003 }nio CATawb, 19ty-,
b) Stream Classification (WS-IV, NSW, etc..):
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NCG500000 N.O.f.
c) Is the discharge directly to the receiving water? ❑ Yes W No
If no, a site map with the pathway to the potential receiving waters clearly marked Is REQUIRED to
be submittedwith the application. This includes tracing the pathway of the storm sewer to the
discharge point, if the storm sewer is the only viable means of discharge.
12) Is there any type of treatment being provided to the wastewater before discharge (i.e., retention ponds,
settling ponds, etc.)? ❑ Yes RrNo
If yes, please include design specifics (i.e., design volume, retention time, surface area, etc.) with
submittal package. Existing treatment facilities should be described in detail. Design criteria and
operational data (including calculations) should be provided to ensure that the facility could comply with
the requirements of the General Permit. The treatment shall be sufficient to meet the limits set by the
general permits.
Note: Construction of any wastewater treatment facilities requires submission of three (3) sets of plans
and specifications along with the application. Design of treatment facilities must comply with the
requirements of 15A NCAC 2H .0138. If construction applies to this discharge, include the three
sets of plans and specifications with this application.
13) Pollutants:
Please list any known pollutants that are present in the discharge, per each separate discharge point (if
applicable, use separateeheet)
14) Alternatives to Direct Discharge:
Address the feasibility of implementing each of the following non -discharge alternatives
a) Connection to a Regional Sewer Collection System
b) Subsurface disposal (including nitrification field, infiltration gallery, injection wells, etc.)
c). Spray irrigation: -
The alternatives to discharge analysis should include boring logs and/or other information indicating that a -
subsurface system is "neither feasible nor practical as well as written'bonflrmation indicating_. that.,
-- connection to a>AOTW is not an option. It should also indluds' a'p"resent value of'costs,analysis as
outlined in the Division's "Guidance For the Evaluation of Wastewater Disposal Alternatives". ..
15) Additional Application Requirements:
For new or proposed discharges, the following information MUST BE INCLUDED in triplicate with this
application or It will be returned as incomplete.
a) 7.5 minute series USGS topographic (quad) map (or a photocopied portion thereof) with discharge
location clearly indicated.
b) Site map. If the discharge is not directly to a stream, the pathway to the receiving stream must be
clearly indicated. This includes tracing the pathway of a storm sewer to its discharge point.
c) If this application is being submitted by a consulting engineer (or engineering firm), include
documentation from the applicant showing that the engineer (Or firm) submitting the application has
been designated an authorized Representative of the applicant.
d) Final plans for the treatment system (if applicable). The plans must be signed and sealed by a North
Carolina registered Professional Engineer and stamped -"Final Design -Not released for construction".
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NCG500000 N.O.I.
e) Final specifications for all major treatment components (if applicable). The specifications must be
signed and sealed by a North Carolina registered Professional Engineer and shall include a narrative
description of the treatment system to be constructed.
1 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.
Printed Name of Person Signing: —j-_?oILI LRo4ewt ______ _______
North Carolina General Statute 143.215.6 b (1) provides that
Any person who knowingly makes any falssstatement represedeflon, or certification in any application, moors, report, plan
or other document filed or required to be maintained under Article 21 or regulations of the En horavenial Management
Commission Implerllearm, that Article, or who Manses, tampon: with or knowinglyi residers inaccurate any recording or
monitoring device or method required to be operated or maintained under Article 21 or regulations or the Envans metand
Management Commisson implementing that AMcle, shelf be guilty of a misdemeanor punishable by a floe not to exceed
$10, 000, or by Impdsonmont not to exceed six months, or by both. (ia U.S.CCSecthm 1001 provides a punishment by a fine
of not more than $10,000 or imprisonment not more than 5 years, or both, for a similarogenseJ
Notice of Intent must be accompanied by a check or money order for $80.00 made payable to:
NCI3ENR
Mail three (3) copies of the entire package to:
1
; Storfnwaterand General Permits Unit .
11 1ll! terQuality ..
7 Mail Service Center
Raleigh, North Carolina 27699-1617
j
Final Checklist
This application will be returned as incomplete unless all of the following items have been
included;
❑ Check for $80 made payable to NCGENR
❑ 3 copies of county map or USGS quad sheet with location of facility clearly marked on map
❑ 3 copies of this completed application and all supporting documents
❑ 3 sets of plans and specifications signed and sealed by a North Carolina P.E.
❑ Alternatives analysis including present value of costs for all alternatives
Note
The submission of this document does not guarantee the issuance of an NP®ES permit
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SWU-212-080102

oil
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I
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77
Latitude: 35°4084- (001) FaC1l1Ty lWIM
I,oagituae: a2^o3sa^ (ool) NCO0.39934-Location'' �Quaan EIONlave Crane Resistoflex
Stream Class: C
eubbasin: 30830.
Receiving $trdam: UT Catawba River Na is SCALE 1:24000

DIRECTIONS HOW TO GET r0 RESIS t-OFLEX FROM IN I ERS 1AI E 40
COMING FROM EAST:
Take exit 86 (Marion; McDowell Tech College & HWY 226).
Turn right at traffic light (HWY 226 N). Go straight through the next 2 traffic
lights. This puts you on the 4 lane By Pass. Stay on this until you get to the
traffic light at Wal-Mart, Taco Bell, and Comfort Inn.
Turn left which puts you on HWY 70 West. Go approximately 4 Miles. Take the
first road on the left (Resistoflex Road) after Tom Johnson camping center. At
the stop sign, turn right. Go about ^/2 mile and turn right on Quality Way, this will
take you into the parking lot.
COMING FROM WEST:
Take first Old Fort Exit (72). Go straight through the red light and through the
town of Old Fort, this will turn into Hwy 70 East.
After approximately 7 miles you will reach a traffic light. Take the first road to the
right (Resistoflex Road) after the traffic light. At the stop sign, turn right. Go
about''/] mile and turn right on Quality Way, this will take you into the parking lot.