NCG500616_Regional Office Physical File Scan Up To 6/2/2020

ROY COOPER
G„I.......
MICHAEL S. REGAN
s.-+vl
Water Resources S. JAY ZIMMERMAN
INVIHO NMEN igL Q.A1111
Oae,inr
July 26, 2017
Mr. Johnnie Davis
CRANE ChemPharma & Energy
One Quality Way
Marion, NC 28752
-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CoC NCG500616 is rescinded, effective immediately.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 (919) 807-6391 or via e-mail [[e-mail]) .
15 erely,
oc C �
for S. Jay Zimmerman, Director
Division of Water Resources
cc: Asheville Regional Office / Daniel Boss
NPDES files 1 - .._
Teresa Revis / Budget 01, ivaJ n�,oa ,ee
AUG 1 0 P017
Water Ouailly Rayiorlal OpavaHone Slate of North Carolina Envnonmenta1 Quality IWater Resources -�.._ Ash�m In qeq;�,. Ipgico
1617 Mail Service Center�Raleigh,NC 27699-1617 --------- +
\ 919 807 6300 919-807-6389 FAX
https://deq.nc.gov/about(divisions/wamr-reseurces/water-resources-permits/wastewate brmchlnpdes-wastewater-permits
1

ROY COOPER
q ,y GAG
MICHAEI.S.REGA
Water Resources S.JAY ZIMMERMAN
Fmvir.nmen6d Quality 7Jirvcfar
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
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\WQQN.D.well\Waetewater\GeneraINCG 50\ esit Flex\ C5.102017\Ipep Lull 5-10-2017.d.ex
hrlot�2�ng 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 Pmtectlon 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 111111 1111111 II 11 26
Inspection Work Days Facility Self-Monitoring Evaluation Rating 31 QA - --------------Reserved----------------
671 I
L� 70 J 71L 72 L ' 73 I 74 71 ILL LL LL 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
Marvin L Hancock,i Quality Way Marion NC 28752/IB28424-0000/8287249469 Contacted
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//828-296-4658/
Signature ofM 7t Q A Reviewer Agency/Off/Phone and Fax Numbers SlDaI
t t I �-
EPA Form 3560-3(Rev 9-94)Previous editions are obsolete.
Page# 1

i
NPnES yr/mo/day Inspection Type 1
(Cont.)
31 NGG500616 I71 12 1➢/05/10 17 18 t.
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]
Ali
Page# 2

Permit: NCG500616 Owner-Facility: Crepe Resistotlex
Inspection Date: 05/10/2017 Inspection Type: Compliance Evaluation
Permit Yes No NA NE
i(If the present permit expires in 6 months or less). Has the permittee submitted a new ❑ ❑ 0 ❑
application?
Is the facility as described in the permit? ❑ M ❑ ❑
#Are there any special conditions for the permit? ❑ 0 ❑ ❑
Is access to the plant site restricted to the general public? 0 ❑ ❑ ❑
Is the inspector granted access to all areas for.inspection? 0 ❑ ❑ ❑
Comment: The facility Is no longer using noncontact cooling water.
Page# 3

Pace Anatytical Services,LLC
aceAna1j4; l® 2226 Riverside28 04
wwvicienana.wm Asheville,NC ae
[phone]
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
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,
A-
Chris Derouen
[e-mail]
[phone]
Project Manager
Enclosures
cc: Manny Molica,Crane Resistoilex
*—A -v
REPORT OF LABORATORY ANALYSIS
This report shall not he repmtlucetl ai in full,
vilhout the wrttan consent of Pece Anelylcal 5ervices,LLC. Page 1 of 10

Pace Analytical Services,LLC
aceAnalXWlcal e ===5�a
wnxpasas. NSM1eville,NCG
28804
i (828)254-]1]8
CERTIFICATIONS
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 repod shall not be reproducer.except 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,NCC2529ee4
/ [phone]
ANALYTICAL RESULTS
Project: Residual Chlorine 4130
Pace Project No.: 92338919
Sample: UPSTREAM Laidig: 92338919001 Collected: 04/301171200 Received: 0413011713:30 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Field Data Analytical Method
Collected By - Bart 1 04130/17 12'00
Fizpatrlck
Collected Data 4130117 1 04/3011712:00
Callected Tlme 12:00 1 04/30/1712:00
Fled pH 7.13 Sid.Units 0,10 1 04/30/17 12 00
Field Temperature 20.6 deg 0.50 1 04MO/I71200
Chlorine,Total Residual ND mg/L 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 Paco Analytical Services,LLC. Page3o110

Pace Analytical Services,LLC
(
aceAnaljftal® zzzs 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 04/3011712:10
Fitzpatrick
Collected Date 4130117 1 04130/1712.10
Collected Time 12:10 1 0413011712'.10
Fieltl pH 7.10 Sid.Units 0.10 1 04130117'12:10
Field Temperature 20.1 deg 0.50 1 0413011712:10
Chlorine,Total Residual .040 mg/L 0.050 1 04MO117 12,10 7782-50-5
REPORT OF LABORATORY ANALYSIS
The report shall not be rep oduc s! except in full.
Date:0 5/02/2017 1 2:51 PM wtinstteweffil fnevent of Pace Analytical Services,LLC. Page 4 of 10

Pace Analytical Services,i
116
axAnalytieal® al riverside
/ am¢subasb.. asheviue, c sesp4
l (a29)254-01I6
ANALYTICAL RESULTS
Project: Residual Chlorine 4130
Pace Project No.: 92338919
Sample: 003 Lab ID: 92338919003 Collected: 0 4/30117 12:15 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 1215
Times) 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 report shall not be reproduced,exrept in full,
Data:05/02/2017 12:51 PM without the written consent of Pace AmllNical Services,Li Page 5 of 10

Pace Analytical Services,LLC
2225 aceAnalytical a ASM1evill R"ervide Dr
wrvreparele0smm e,NC 2eae4
(a29)lb4]1 76
ANALYTICAL RESULTS
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
Uale(s) 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

Pecs Ana lintel 6ervlcee,LLC
aceAnalytical® 2225 Riverside Nr
wmvcelebvw Aah.vile.NC 28804
828)254-7176
QUALIFIERS
Project: Residual Chlorine 4130
Pace Project No.: 92338919
DEFINITIONS
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 repotting limit.
MDL-Adjusted Method Detection Limit.
PDT-Practical Quantitation Limit.
RL-Rapt ing 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 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)
DUE-Sample Duplicate
RPD-Relative Percent Difference
NC-Not Calculable.
SG-Silica Get-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 TNI accredited.Contact your Pace PM for the current list of accredited chalets,
TNI-The NELAC Institute.
LABORATORIES
PASI-C Pace Analytical Services-Charlotte
REPORT OF LABORATORY ANALYSIS
This repot)shall not be reproduced except in full,
Date:0510212017 12:51 PM without the written consent of Pace Analytical Sarccxa,LLC. Page 7 of 10

,1�. Pace Analytical Services,LLC
Dt
aceAnalyheal o 2226 RiversideNC28 04
wnw.pecele5cwm Asheville,NC 26ad4
j (626)264]1]6
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Residual Chlorine 4130
Pace Project bri, 92338919
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
92338919003 003
92338919004 002
92338919001 UPSTREAM
92338919002 DOWNSTREAM
92338919003 003
92338919004 002
REPORT OF LABORATORY ANALYSIS
This report shall net be reproduced,except in full
Date:05/02/2017 12:51 PM without the written consent of Pace analyllcal Service,LLC. Page 8 of 10

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Document Revieedaune 20, pace AnalNical Services,Inc.
II Ugcument Name: 2013 2225 Riversitle Drive Asheville NC
a�P7�na� �G`(11 AVL lgold Blank Cal Form Pege lo£1
I - Phone:828.254.]fl0
DOCVmant7-No.: Issuing Authorities:
F-AV4F-00rev-00 Pace Asheville quality OfOce
Client Date:
Ttme on Site: 11 to I a3p
Time Site pH Irmo Flaw TRC Other
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Page 10 of 10

TELEPHONE:[phone]
FACSIMILIE:[phone]
WEBSITE:www.cranacpe.com
RESISTOFLEX® ONE QUALITY WAY MARION, NC 28752 USA
April 11, 2017
State of North Carolina
Environmental Quality
Water Resources
2090 U.S. Hwy 70
Swannanoa, INC 28778
Dear Mr. Boss:
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
bivisEC 1-1 Encos
LAPR13 2017 lole Operations
ienal 0llice

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:

j 3 ROY COOPER
l,. .., G'overnnr
MICHAEL S.REGAN
Sccre(ory
Water Resources S.JAY ZIMMERMAN
Erivironmental Quality Dwem,
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:
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,
er
Daniel J. Boss
Environmental Specialist
Asheville Regional Office
Enclosed: Inspection Form
cc: MSC 1617-Central Files-Basement
Asheville Files
G:\WR\WQWv Dowell\Wastewater\Gencral\NCG 50\Crane ResismRex\CEI.3.14.2017&sV loner 3.15-2017.doex
^'..'�'"Nothtrog compares':-�
Srnle dNmrh Carolina tanvironmentd Quality I tvawr Resnomes
2090 U.S.Highway 70,Swannanoa,Nonh Carolina 28778
828-2964500

What slates FrOmrmantal Protedion Agency Form Appmvatl.
EPA Washington,D.C.20460 OMB No.2040-0057
Water Compliance Inspection Report Approval exphes 3-31-98.
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-Monitoring Evaluation Rod, B1 CA Reserved —
67 70L J 71LJ 72 . 73I I 74 75L W I__L_L J_80
Section B:Facility Data
Name and Location of Facility lnapected(For Industrial Users discharging to POTW,also include Entry Time/Dale Permit Used,.Data
POTVJ name antl NPDES permit Number) 10:00AM 17/03/14 16/0425
Cane Resistoflex
1 Quality.Way Ent Timalnate Permit Expiation Date
Marion NC 28752 11:50AM 17/03/14 20107/31
Name(s)of0naite Representative(s)/Titles(spPhone and Fax Nu ater(s) Other Facllity Data
111
Name,Address of Responsible OaicialfritlelPhone and Fax Number
'Marvnr dsacak,lQusllry Way Marion NC 2875&/826TRPaVV16287249469 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//820-2e6-4686/ 'act-ka
Signature of Maria ease WA Reviewer Agency/Otflce/Phone and Fax Numbers Date
3r of
EPA Farm 3580-3(Rev B-e4)Pavioua etliliona are obsolete.
Pagel

NPDES yrlmako, Inspection Type (Cont.) 1
3I NCeaoeate 11 12 191a3119 17 19 u
Section D:Summary of Finding/Comments(Attach additional sheets of 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 stilt
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.
it
,I
I
Page# 2

Permit: NCG500616 Owner-Facility: Crane Resisrollex
Inspection Date: 03I1412017 Inspection Type: Compliance Evelualion
Permit Yes No NA NE
(If the present permit expires in 6 months Orissa). Has the permittee submitted a new ❑ ❑ 0 ❑
application?
Is the facility as described in the permit? ❑ M ❑ ❑
#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 ❑ ❑ ❑
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.substenoe,stored away.Rom.chlorine containers? .. .:; ❑,:.0,.:.® ❑ ..:
Comment:
Are the tablets the proper size and type? ❑ ❑ M ❑
Are tablet de-chlorinators operational? ❑ ❑ ❑
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? ❑ ❑ ❑
Comment:
Effluent Sampling Yes No NA NE
Is composite sampling flow proportional? ❑ ❑ 0 ❑
Pagest 3

Permit NCG500816 Owner.Fadllly: Crnnaeesietcilex
Inspection Dale: 0311412017 Inspection Type: Compliance Evoluelion
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 Summary.
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)?
I
Comment:
ii
Page# 4

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CRANE RECEIVED
AUG - 1 2013
July 26, 2013 DWQ/Surrau weer Prawflon Sudan
Ashville Re ional Office
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

� , �
� ��
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f �� „�u n �,n�.,,v..!
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12r1NE Resistollex Revision L
One Quality Way
Marion,NC 28752
y
t OOO OALLON'I"ROYAN'E STORAGE � �'� � ��/�.
(MOTOR FUEL) I 3ONVHDSIO DW-100 � bo
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DISCI I AR( I
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(Exhibit 6.2)
PROC NAME/FOLDER: CON'I ENGENCY PLAN&EMERGENCY/EHS DATE PRINTED 03/08/17

Pace Analyucal8enipea,LLa
No
Analytical' 2225 Rlv 28 0c
ASM1eville,NC 2a6o4
awxpammtia.om
[phone]
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
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 raport shall not be repnodti thcepfm full,
wIthcut the wntsh consent of Pace Analytical service.,LLC. Page 1 of 10

Pace Analytical Services,LLC
ceAnalytical® 2225 Riverside Or
Asheville,NC 28804
w^+'ocelate. (e28)254-]1]6
CERTIFICATIONS
Project: Residual Chlorine 319
Pace Project No.: 92332908
Charlotte Certification IDs
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
aceAnalyticat Asheville.
® 2225 R NC 28 ee 04
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: 0 3/0 911 7 1 3:31 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 13:31
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:0 311 0/2 01 7 11:45 AM without the written consent of Pace Analytical Services LLC. Page 3 of 10

Pace Analytical Services,LLC
aceAnaiytical® s RivMC 28 04
gahevllle,NC 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 13:24
Fitrpatrlck
Collected Dale 3/9117 1 03109/171324
Collected Time 11:24 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:03/1 0/2 01 7 11:45 AM without the written consent of Pace Analytical SBNloes,U.C. Page 4 of 10

Pace Analytical Sts icee,LLC
aceAn ' RI 0r
alytcal Asheville,NO 288p4
.Pea6Aw (822 .
ANALYTICAL RESULTS
Projl Residual Chlorine 319
Pace Project No.: 92332908
Sent 002 Lab ID: 92332908003 Collected: 03/091171347 Received 031091171508 Matrix:Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
Flow Monitoring Data Analytical Method:
Doll 319/17 1 03109/1713:47
Trusts) 13:47 1 03/09/17 13:47
Flow cl GPM 1 03109/1713:47
Field Data Analytical Method:
Collected By Bart 1 03109/1713:47
Fitzpatrick
Collected Date 319117 1 OQTO/1713:47
Collected Time 13:47 1 03/0911713:47
Field pH 7.31 Sid.Units 0.10 1 03109/1713:47
Field Temperature 10.3 deg 0.50 1 03/0911713:47
Chlorine,Total Residual 85 mg/L 0.050 1 0310911713:47 7782-50-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced except in full,
Dale:03110/201711:45 AM without the written concert of Pace Analytical Services LLC. Page 50f 10

Pace Analytical Semicea,LLC
aceiytical® 2225 Riverside 28 0c
Ana Asheville,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 mul 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 wimout the carmen consent of Pace Ana t...I Services,LLC. Page 6 of 10

Pace Analyllcal Services,LLC
® 2225 Riverside Dr.
�ace
Analytiol Asheville,NC 28804
.mw.pe"Iscon. (e28)2544176
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.
MDL-Adjusted Method Detection Limit.
PQL-Practical Quantitation Limit.
RL-Reporting Limit.
S-Surrogate
1,2-Dlphenylhydra2lne decomposes to and cannot be separated from A2obenxene using Method 8270.The result for each analyte is
a remained 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 preservation may not be appropriate for 2 Chlcrcethylvinyl 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 decomposes and cannot be separated from Dipher ylamine using Method 8270. The result reported for
each analyte Is a combined concentration.
Pace Analytical is TN accredited.Contact your Pace PM for the cunrent list of accredited anslytes.
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 wrircen consent of Pace Analytical Services,LLC. Page 7 of 10

Pace Analytical Services,LLC
nalXio' 2225 Riv8 Dr.
H Asheville,NG NC 280e4
m'm',p±ss'd6YW'n [phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Residual Chlorine 319
Pace Project No.: 92332908
Analytical
Lab ID Sample ID OC Batch Method OC Batch Analytical Method Balch
92332908003 002
92332908004 003
92332908001 DOWNSTREAM
92332908002 UPSTREAM
92332908003 002
92332908004 003
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date:031101201711:45 AM without the written consent of Pace Anaphcal Services,LLC. Page 8 of 10

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Weaver, Charles � V
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 ,A) %
alnr
Division of YJ icr Hesourcea MOORI ,il I,.,
orncr-
MAY 17 2016
Water Qllellty Rnpional Operations
1

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 observations 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\McDewell\Wmste er\G..ere CG 50\G1ane RuutoHcx\CELApnl2014.doc
Water Quality Regional Operations-Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX [phone]
Internet http:llportalmodrumorg(weeA l
An Equal OppuaunitylAfOrmatilm Actlen Employer

United Slates Environmental Profedon Agency Form Approved.
EPA Washington,D.C.2a4ag OMB No.2040-0057
Water Compliance Inspectmon Reparl. - _... . - 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
21II I I Jill I I I I I I I I 11 I I I I I II I I I I III I I I III I III I I I
6
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
Section B: Facility Data L
Name and Location of Facility Inspected(For Industrial Users discharging to POTW,also include Entry Time/Date Permit Effective Data
POND name and NPDES permit Number)
Crepe Resistoflex 02.30 PM 14/04/16 12/OB101
10uality Way Exit Time/Date Permit Expiration Date
Marion NC 28752 04:00 PM 14/04/16 15/07/31
Name(s)of Omits Representabve(su-fitlea(ayPhone and Fax Numbers) Other Facility Data
///
Name,Address of Responsible Officialf I-We/Phone and Fax Number
Marvin L Hancockj Duality Way Madan NC 2875211828-724-4000/8287249469 Contested
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 checklists as 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.
I
Page# 2

Permit: NCG600616 Owner-Facility: Crane Resistoflex
_. Inspection Date: 0 411 612 014 Inspection Type:, Compllancs.Evaluetion
Operations& Maintenance Yea No NA NE
Is the plant generally clean with acceptable housekeeping? ■ 0 0 0
Does the facility analyze process control parameters,for ex:MLSS,MCRT,Settleable Solids, pH,DO,Sludge ■ 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 Yea 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? 110 ■ ❑
Is sample collected below all treatment units? ■ 0 0 0
Is proper volume collected? 00 ■ 0
Is the tubing clean? ❑ 0 In 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:..0 41162 01 4 Inspection Type Compliance Evalualion.
Effluent Sampling Yes No NA NE
Is the facility sampling performed as required by the permit(frequency,sampling type representative)? ■ 0 0 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 Washington,D.C. proved.
EPA .2040-0 057
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
211 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1Rem1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
16
Inspection Work Days Facility Self-Monitoring Evaluation Rating 31 CA —---------------------Reserved---------------------
671 169 701J 71 Ili I 721 N I 7311J 74 75I 11 I I Bo
L Section B: Facility Data L
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
1 Quality Way Exit Time/Date Permit Expiration Date
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
Marvin L Hal 1 Quality Way Marlon NO 28752/1828-724-4000/8287249469 Contacted
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 1
3I NCG500616 I11 121
14/04/03 I17 18 a
Section D: Summary of Finding/Comments(Attach additional sheetsof narrative and checklists as necessary)
Page# 2
i

Permit: NCG500616 Owner-Facility: Crane Resistonex
Inspection Date: 0410MG14 Inspection Type: Compliance Evaluation
Operations $Maintenance 4)a, VJ ves No A NE
Is the plant generally clean with acceptable housekeeping? D 0 D Cl
Does the facility analyze process control parameters,for ex: MILES, MCRT,Settleable Solids,pH,DO,Sludge 0 El 0 0
Judge,and other that are applicable? , I C- yy �m��
Comment: J°-
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? Y ❑ 0 0 ❑
If effluent (diffuser pipes are required) are they operating properly? q/ ❑ 0 D 0
Comment:
De-chlorination ////// Yes No NA NE
Type of system? /r
Is the feed ratio proportional to chlorine amount(1 to 1)? N r ❑ 0 0 0
Is storage appropriate for cylinders? 1,AA D 0 0 0
#Is de-chlorination substance stored away from chlorine containers? 110 0 0
Comment: 1 ,
Are the tablets the proper size and type? V ❑ 0 0
Are tablet de-chlorinators operational?� 0 0 0 0
Number of tubes in use? 91
Comment:
Effluent Sampling Yes No NA NE
Is composite sampling flow proportional? r4 r Cl 0 0 0
Is sample collected below all treatment units? 7 (//� "�yi ❑ 0 0 ❑
Is proper volume collected? Ai'A ! D 0 0 0
Is the tubing clean? VA 0 Cl 0 0
#Is proper temperature set for sample storage(kept at less than or equal to 6.0 degrees Celsius)? D 0 0 ❑
Is the facility sampling performed as required by the permit(frequency,sampling type representative)? ❑ D 0 ❑
Comment:
Page# 3

Pace Analytical Services,Inc.
�eAnalytical® 2225 Rl wmido Dr.
wxxpacabEs com Asheville,NC M804
[phone]
April 11, 2014
Mr. Jerry Freeman
Crane Energy
1 Quality Way of 70W
Marion, NC 28752
RE: Project: OUTFALLS 417
Pace Project No.: 92196336
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,Crane Resistofiex
REPORT OF LABORATORY ANALYSIS
This report shall not be reproauceL,except In roll,
9 without the wnven consent of Pace Analytical services,Inc.. Page I of 5

Paco Analytical Services,Inc.
.aAnaiXical Asheville,NC® 22251a,NC 28 04 wrxpe[ahfv.mm [phone]-]1]6
CERTIFICATIONS
Project: OUTFALLS 417
Pace Project No.: 92196336
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 Certification#:99006001
REPORT OF LABORATORY ANALYSIS
This report shall not be rappaduceb,except In full.
wWout the wrlaen wnaent of Pace AnalyOcal Services,Inc.. Page 2 of 5

Pace Analytical Services,Inc.
.ceMalXical` 2228"Nerslae
AaM1eville,NC 2860404
mrapsaNDl.cam (829)281d178
QUALITY CONTROL DATA CROSS REFERENCE TABLE
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 iepraeuced,except In full,
Date:04/111201403:02 PM wIhmt he weaen consxl Pecs Anelyticel 6ervlca%Inc.. Page 3 of

ITEM# co
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Dbcame - ` `x;•.
DaoameM Name: gCAkvtsed lane;a, Paceanayunl samosa,mo:
:.RQ73 22 AWf ldeoYNe Aahawlle.No
AVL FIeId Blank Cal Form .pa ayp}j, "' -
DocpfneM No:: I a PhMaone; 54.91te
as iq `14uthtl,nie
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Time on site: T to (J-,P?
Time Site pH Tmp Flow TRC Other
LT to
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Page 5 of 5

Pace An.tyncal Services,Inc. Pace Analytical Service.,Inc. Pace Analytical S.M.. ,Inc.
acmnalXical 05 East MentionEde ,NO 27288 Ashsvllsl NO 28804 9800Hun1ersrlle,NO 28078
anextacahs 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
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 Pace Ana"cal Services,Inc.. Page 7 of 10

Pace Analytical Services,Inc. Pace Analytical Sawlces,Inc. Pace Analytical Services,Inc.
aceAnalytical® 205 Eesi MaeticEden,NC 2]200 Aahenllle!NCI28804 de Dr. 9000Funne lla,NC Suite
28078
.'scslaes.mm (336)62M921 (8201254-]i]8 [phone]
ANALYTICAL RESULTS
Project: BI-WEEKLY OUTFALLS
Pace Project No.: 92186173
Sample: 003 Lab ID: 92186703004 Collected: 01/16/1414:15 Received: 01/16/1415:50 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Oual
Flow Monitoring Data Analytical Method:
Dates) 01/16114 1 01/1611417:08
Time(s) 14:15 1 01/1611417: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 01116/1417:09
Field pH 6.6 Sec.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 01/16/1417:09 ]]82-50-5
REPORT OF LABORATORY ANALYSIS
This report shall not he rearoduced,except In full,
Date:01/29/201401:52 PM Without me wrtlen consent of Pace AnalyNwl Services,Inc.. Page 6 of 10

Pee:Analytical services,Inc. Pace Analytical Services,Inc. Pace Analytical Services,Inc.
aceAnalytical® 205 E at Worm Road-BuysA 2226 Riverside Dr. 9800KInceyAve. suIa100
Edon,NC 27288 Asheville,NC 28804 Huntelaville,NC 28078
mrxpaalehe.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 CAB 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 wlthoul the wMlen consent of Pace Analylical Servlcea,Inc.. Page 5o/10

Pee e Analytical Services,Inc. Pace Analytical Services,Inc. Pace Analytical Samiesa,Inc.
�JMMajfyftale 205 East Meadow Read-Suite A 2225 RIvarslde Dr. 9800 KIncey Avo. Sulte 100
Eden.NC 27288 Aah.Alla,NC 28804 Humerevllle,NC 28078
Mrepecent. a t336i623-6921 (926)25M7176 [phone]
ANALYTICAL RESULTS
Project: BI-WEEnYOUTFALLS
Pace Project No.: 92186773
Semple: DOWNSTREAM Lab ID: 92186773002 Collected: 01/16/1414:05 Received: 01/16/1415:50 Matrix:Water
Parameters Results Units Report Limk OF Prepared Analyzed CAS No. Oual
Field Dale 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
U v it
REPORT OF LABORATORY ANALYSIS
This repo small not he reproduced,except In Nil,
Date:01/2912014 01:52 PM wuhouUhawrinen conaentof Pace Analytical services,Inc.. Page 4 of 10

Pace Analytical Services,Inc. Pace Analytical Services,Inc. Pace Analytical 9ervlws,Inc.
aceMalytical 205 East Meadow Road-BearA 2225 Riverside Dr. 9800KIncey Ave. Sulte100
Eden,NC 27288 Asheville,NC 28804 Huntersville,NC 28078
swasum kImeam (330)623A921 [phone] [phone]
ANALYTICAL RESULTS
Project: BI-WEEKLY OUTFALLS
Paco Project No.: 92186773
Sample: UPSTREAM Lab ID: 92186773001 Collected: 01/16I7414:00 Received: 0111 6/1 4 1 550 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Oual
Field Data Analytical Method:
Collected By MPS 1 01110/1417:05
Collected Date 01/10114 1 0IM6/1417:05
Collected Tons 14:00 1 0111611417:05
Field PH 7.0 Bid.Units 0.10 1 01116/1417:05
Field Temperature 7.0 deg 0.50 1 01116/1417:05
Chlorine,Total Residual LT10 mg/L 0.050 1 01/10/14 17:05 7782-50-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except In full,
Date:01129/2014 01:52 PM without the wrsren consent of Pace AnalyBwl Services,Inc.. Page 3 of 10

Pace Analytical Services,Inc. Pace Analytical Services,Inc. Pecs Analytical Services,Inc.
aceAnalylicala 205 East Moscow Road-Suite A 2225 Riverside Dr. 9800 Well Suie 100
Eden,NC 27288 Achavllla,NC 28804 Humerevllle,NC 20D78
wxxpecusb. [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-Nltrosodlphenylamine 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 of 10

Pace Analytical Services,Inc. Pace Analytical Services,Inc. Pace Analytical Services,Inc.
aceAnalyticala 205:net Meadow Road-SulteA 2225 Rlverslae Dr. 9800 KInmy Ave. Suite 100
Eden,NC 27288 Asheville,NC 280D4 Huntedille,NC 28078
..'easbacon [phone] (820)2547176 (704)8754092
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: BI-WEEKLY OUTFALLS
Pace Project No.: 92186773
Analytical
Lab ID Sample ID OC Batch Method QC Batch Analytical Method Batch
92186773003 002 FLD/
92186773004 003 FLD/
92186773005 004 FLD/
92186713001 UPSTREAM FLD/
92186773002 DOWNSTREAM FLD/
92186773003 002 FLD/
92186773004 003 FLD/
92186773005 004 FLD/
REPORT OF LABORATORY ANALYSIS
This repay shall not be reproduced,except In full,
Date:01/29/2014 01:52 PM without the written consent of Pace Analytical Services,Inc.. Page 9 of 10

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Page 10 of 10

Document Name: Document Revised Juae.20,. Pane Analytical Services,Inc.I
,t���ry +igyb AVL FIeId Blank Cal Form 2013 2225 Riverside Drive Asheville NO
Page 1 of 1
Document No.: Phone:[phone]
Issuing Authorities:
F-AVL-F-007-rev.00 Pace Asheville Quagty Dffice
Client: &2/} , Date:
Time on Site(6 00 to ( >0 J
Time Site i'
PH Tmp Flow C Other
16 l ups44r
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Document Revised:June 201 pace Analytical Services,Inc.
EEEE
Name: 20I - 2225 Riverside Drive Asheville NC Cal Form Page 1 of 1 No.: . Phone:e28.264.7176
Issuing Authorities.-rev.00 Pace Asheville quality Office
Client. C2 is „ IC F ®ate:
Time on Site: q J to
Time Site pH Tmp Flow TRC Other
A"
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/�' 3u 00tF 7E /,{ . ) loGPh Ip � tHRn

Pece Analyllcel Services,Inc.
aceAnalytical e 2225 Riverside Dr.
Rsheville,NC 20004
sawpxvlms.
(020)26471]8
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
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 servloss,Inc.. Page 1 of 10

Pace Analytical Services,Inc.
aceAnalytical 2225 Riverside Or.
Asheville,NC 28804
(020)26471]fi
CERTIFICATIONS
Project: 01 WEEKLY OUTFALLS
Pace Project No.: 92195406
Charlotte Certification IOs
9800 KIncey Ave.She 100,Huntersville,NC 28078 Flodda/NELAP Certification#:E87627
North Carolina Drinking Water Cedl0ca8on#:37706 Kentucky UST Certification#:84
North Carolina Field Services Certification#:5342 West Virginia Certification A 357
North Cerollne Wastewater Certification#:12 VlrglnlaNELAP Certification#:460221
South Carolina Certification#:99006001
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except In full,
without the written consent of Pace Analytical Servlwa,Inc.. Page 2 of 10

Pace Anelytlaal Undoes,Inc.
aceAnalytical® 2225 Riverside 2 Dr.
AeM1avllle,NC�'PR'°1e5t'C01n (820)2547176]1]8
ANALYTICAL RESULTS
Project: BI WEEKLY OUTFALLS
Pace Project No.: 92195406
Semple: 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:U9
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 D4/03I1409:09 7782-50-5
REPORT OF LABORATORY ANALYSIS
Thla repo".hall not be reproduced,except In full,
Data:04/031201403:01 PM wiNou the wri6en conaem of Para Analyllral 6ervlcea,Inc.. Page 3 of 10

Pace Analytical Services,Inc.
aceAnalytical® 2226.11 R,NC 28
AeheNle NC 8804
xwapambba.mm (629)254-]1]8
ANALYTICAL RESULTS
Project: BI WEEKLY OUTFALLS
Pace Project No.: 92195406
Sample: DOWNSTREAM Lab ID: 92195406002 Collected: 03/27/1412:50 ReceNed: 03/28/1415:40 Matrix: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 mglL 0.050 1 04/03/1409:10
REPORT OF LABORATORY ANALYSIS
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Data:04/031201403:01 PM AM..t the Wd9en consent of Pecs Anelyticel Services,Inc.. Page 4 of 10

Pace Analytical Services,Inc.
aceOn
Anallftal eO 225 R,NO amide
04
PSM1evllle,NC 20004
'I bar' [phone]
ANALYTICAL RESULTS
Project: BI WEEKLY OUTFALLS
Pace Project No.: 92195406
Sample: 002 Lab ID: 92195406003 Collected: 03/27/141310 Received: 03/29/1415:40 Metrik 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 7152-50-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,sxcapt In full,
Data 041031201403:01 PM without the wdaen consent of Pace AnalyBcal Scrams,Inc.. Page 5 of 10

Pace Analytical Services.Inc.
ceMalytical Y2R5a`NNC l28 or
04
ASM1evllIe.NC xww.pxeN6sean [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 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Coal
Flow Monitoring Data Analytical Method:
Dennis) 03127/14 1 04/03/14 09:12
Tlme(s) 12:55 1 04/03/14 09:12
Flow 4 1 0410311409:12
Field Data Analytical Method
Collected By MPS 1 04/03/14 09:11
Collected Data 03127114 1 0410311409:11
Collected Time 12:55 1 0410311409.11
Field pH 6.8 Sid.Units 0.10 1 04/0311409:11
Field Temperature 14.3 dog 0.50 t 04/0311409:11
Appearance CLEA 1 04/03/1409:11
Chlorine,Total Residual 255 all 0.050 1 04/03/14 09:11 7782-50-5
)-t7
REPORT OF LABORATORY ANALYSIS
This reportshall not be reproduced,except In full,
Date:04/03/201403:01 PM wNpul the wdden consentof Paco Anslyficel Service.,Inc.. Page 6 of 10

Pace Analytical Services,Inc.
aceAnalXical a 2225 Blvemme
AehaNlle,NC 3a004
04
waa:pecaMaecnm (528)254]1]8
ANALYTICAL RESULTS
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
Tlme(s) 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,Total 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 wdltan consent of Pace Analytical SeMces,Inc.. Page 7of 10

Pace Analytical services,Inc.
aceAna1Xica1 a 2226 R NC 28 0
-Asheville,.NC 20g4
xww.peaNM.nm [phone]
QUALIFIERS
Project BI WEEKLY OUTFALLS
Pace Project No.: 92195406
DEFINITIONS
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-AdjustedMall Detection Limit.
PRL-Pace Reporting Limit.
RL-Reporting Limit.
S-Surrogate
1,2-Dlphenylhydrazlne(82]0 listed enalyle)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 is 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 of accredited analyles.
TNI-The NELAC Institute.
LABORATORIES
PASI-C Pace Analytical Servioas-Charlotte
REPORT OF LABORATORY ANALYSIS
This repot shell not be reproduced,except In full,
Data 04/03/2014 03:01 PM wimout the written consent of Pace Analytical Services,Inc.. Page 8 of 10

Pen Analytical Services,Inc.
de Dr.
aOA1781j6cal11 2225 R NC 28
AaM1evllle,NC 004
Nmm:ME0bM.0en
(020)25471]fi
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: BI WEEKLY OUTFALLS
Pace Project No.: 92195406
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
92195406003 002 FLD/
92195406004 003 FLD/
92195406005 004 FLD/
92195406001 UPSTREAM FLD/
92195406002 DOWNSTREAM FLD/
92195406003 002 FLD/
92195406004 003 FLO/
92195406005 004 FLD/
REPORT OF LABORATORY ANALYSIS
This report shall not be repmdu d.except In fNI,
Date:04/03/201403:01 PM WM00 th.wdtlen consent of Pace Analytical S.M..Inc. 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 aturalljiv

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,
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 ResislafleACSLMay2013.doc
i

United states Environmental Protection Agency
WesM1ingtan,O.C.20460 [Appoval
vetl.
EPAWater Gampliance. Inspection Report -- 040-0057
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 31 NCG500616 111 121 13/05/01 117 iBlel 191c1 201J
I:J Ll Remarks U IJ
21111111111111111111111111111111111111 Jill Jill 1116
Inspection Work Days Facility Self-Monlloring Evaluation Rating 81 CA Reservetl
671 I69 7DU 711 ty 1 721_jN 73W 1 I 74 76 I I I I I80
Section B: FacilityData L1J
Name and Location of Facility Inspected(For Industrial Users discharging 0 POTVJ,also include Entry Time/Date Permit Effective Data
POTW name and NPDES permit Number)
10:00 AM 13/05/01 12/08/01
Crane Resistoflex
1 Quality Way Exit Time/Date Permit Expiration Dale
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 0fficialRitle/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 0Operations&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 S Wiggs ARID WQ/182&296-4500 Fxt.4653/ 6/le3
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? n D ■ n
Is the chain-of-custody complete? ■ D D 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 Cl
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.
I
I
I
Page# 6

RRESISTOFLEX TELEPHONE:(828)i244000
.........._...,.... _. .- W.. FAX:[phone]
ONE QUALITY WAY,MARION NC 28752
June 26, 2003
Water Quality Section
N.C. Division of Water Quality I, JUL I Q 2003
1623 Mail Service Center
Raleigh,NC 27699-1623 bV,WE
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

Michael F. Easley
0
�oFWarF9QG
Governor
r William G. Ross Jr,,Secretary
y North Carolina Department of Environment and Natural Resources
O T
Alan W. Klimek, P.E. Director
Division of Water Quality
October 16, 2003
Mr. Todd Poteat
Crane Resistoflex Company
One Quality Way
Marion, North Carolina 28752
Subject: TTO test waiver request
Crane Resistoflex
Permit NCG030499
Dear Mr. Poteat:
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 your attentionto 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/��, ®�
4 X. "—'
Ken Pickle
cc: DWQ Central Files
Asheville Regional Office
Kevin Woods, Trigon, 6200 Harris Technology Blvd., Charlotte, NC 28269
IS t!
OCT 2 8
WATEfl UALITVS C110N
ASHEV L R UU FIC6
NA
NCDENR
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 (919)730�7015
1 800 623-7748

United States environmental Protection Agency =ForovedEPA Washington,D.C.20460 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 1 51 31 NCG500616 1 11 121 13/04/30 1 17 ks IJ Asj 191 S I 201LJ I
Remar
21111111111111111111111111111111111111111111111116
Inspection Work Days Facility Self-Monitoring Evaluation Rating B1 CA -------------------Reserved-----------------
671 169 701 1 711 J 1 721,1 73 W 74 751 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
1 Quality Way Frit Time/Dete Permit Expiration Date
Marion NC 28752 12'00 PM 13/04/30 15/07/31
Names)of Credits Representative(si"Intles(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 12I 13/04/30 I17 18' 1
Section D: Summary of Finding/Comments(Attach additional sheetsof narrative and checklists as necessary),
Ck -
_. LPG s;
r dx;�
(ar✓1 �✓, lh� 9�R�,
ccll
J�o (,nl TY)5")
Page# 2

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? ❑ ❑ ❑ ❑
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 ❑ ❑ 0 0
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

b
Permit: NCO500616 Owner-Facility: Cram,Resiseflax
Inspection Date: 04/30/2013 Inspection Type: Compliance Sampling
Record Keeping Yes No NA NE
!I 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 Yee No NA NE
Is composite sampling flow proportional? n n n 0
Is sample collected below all treatment units? ❑ n 0 n
Is proper volume collected? El 11 El El
I
Is the tubing clean? n 0 n 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:
cJ 1- 7 �
Page# 4

Pace Analytical Services,Inc. Pace Analytical Services,Inc. Pace Analytical Services,Inc.
aceAnalytical4 205 East Meadow Road-SuiteA 2225 RIversidd Ds 9800 Nroey Ave. Suite 100
eva'adeleba 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: 0412 2/13 1 5:63 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Flow Monitoring Data Analytical Method
Dales) 4122113 1 05101/1310:54
Time(s) 13:30 1 05/01/1310:54
Flow 10 GPM 1 05/0111310:54
Field Data Analytical Method:
Collected By MPS 1 05/0111310:53
Collected Data 4/22/13 1 0510111310:53
Collected Time 13:30 1 05/01/1310:53
Field pH 6.8 Bid.Units 0.10 1 05/01/1310:53
Field Temperature 16.8 deg C 0,50 1 0510111310'53
HEM,Oil and Grease Analytical Method:EPA 1664B
Oil and Grease ND ml 50 1 04/29/13 08:09
200.7 MET ICP Analytical Method:EPA 2007 Preparation Method:EPA200.7
Copper NO ug/L 5.0 1 04/2311323:00 04/27/1301:09 7440-50-8
Lead ND ug/L 5.0 1 04123/1323,00 04127/1301'.09 7439-92-1
Zinc 16.0 ul 10.0 1 04123/1323:00 04127/1301.09 1440-66-6
2540D Total Suspended Solids Analytical Method:SM 2540D
Total Suspended Solids NO uni 25 1 04/24/13 09:27
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date:05103120130147 PM without the written consent of Pace Analyboal Services,Inc.. Page 5of 14

q q/I�g ® Paca Analytical Semicea.Inc. Pace Analytical Services,In, Pace Analytical Services,Inc.
NCY AnalXlcal 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 (y�(j,. -4�""""n
Pace Project N0 .g2155362 1 •
Sample OUTFALLk2 J Laidig: 92156362001 Collectetl: 04122/13 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 Anelyeral Services,Inc.. Page 4 of 14
it

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/1) = DC(grams/million gal) x 1 x106 ug/q = pg/I
3.785 x 108 liters/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 )o =
)
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:
0
IMC = M x WC 01 = pg/I x 100 /� = p9/I
Regulated limitation of metal (from below): pg/I
NC General Statutes 15A NCAC 213.0211 define:
Copper-7 pg/I water quality action level" Zinc-50 pg/1 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#: NC
1 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:
mg/liter
From Part II enter the receiving stream concentration:
mg/liter
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 Date
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
i
D.W.Q.Form 101 (612000) 3

Facility Name: NPDES#: NC
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 ( ) _ mg/1
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.
I. Facility Name
NPDES# NC Outfall#
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 = (7Q10)(0.646) + (A.D.D) - ( )(0.646) + ( ) - �0
This value(IWC) represents the waste concentration to the receiving stream during low flow conditions.
l II. What is the name of the whole product chemical treatment proposed for use in the discharge identified in Part I?
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.
,I 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.

rr ® Pace Analytical Services,Inc. Pace Analytical Services,Inc. Pew Analytical Services,Inc.
aceAna�yhcal 205 Pear Meanov Read-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:
Dates) 4122113 1 05/01/13 10:54
Times) 13:46 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

/I pg ® Pace Analyllcal3ervlces,Inc. Pace Analytical Services,Inc. Pace Analytical Services,Inc.
aceAnalyhcal 205 East Meatlow Read-SuilaA 2225 RIvera d.0, 98001ince Ave. Suile100
a'nniandab 9n Eden,NO 272BB Asheville,NO 28804 Hualeraville,NO 26078
[phone] [phone] (]04)8]5-9092
ANALYTICAL RESULTS
Project: SW OUTFALL 2/26
Pace Project No. 92149310 -- -
Sainpl UTFAH�;2 Lab ID: 92149310001 Collected' 02/26/1316:30 Received 02/26/13 17 25 Matra:Water
'�F S
Parameters Results Units Report Dmil--D Prepared Analyzed CAS No. Oual
Flow Monitoring Data Analytical Method:
Date(.) 2/26113 1 03/12/1318:17
T hre(s) 1630 1 03/12/1318:17
Flow 30 GPM 1 03/1211318a7
Field Data Analytical Method:
Collected By MPS 1 03112M 318,16
Collected Date 2128113 1 03/12/13 18:16
Collected Time 16:30 1 031121131816
Field pH 7.4 Std.Units 0.10 1 ON1211318:16
Field Temperature 8.2 deg 0.50 1 03/12/1318:16
HEM,Oil and Grease Analytical Method:EPA 1064B
Oil and Grease ND mg/L 5.0 1 02127/1311:12
200.7 MET ICP Analytical Method:EPA 200.7 Preparation Method:EPA 200.7
Copper 5.6 ug/L 5.0 1 02/28/13 19 35 03/01/1323:40 7440-50-8
Lead ND ug/L 5.0 1 02128/1319:35 0310111323,40 7439-92-1
Zinc ,Zug/L 10.0 1 02/28/1319'.35 0310111323:40 7440-66-6
25401)Total Suspended Solids Analytical Method:SM 2540D
Total Suspended Solids 12.6 nui 25 1 03/01/1316:40
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except In full,
Dale:05/03/201301:42 PM withoutthewritmn consent of Pace Analylical5arvicas,Inc.. Page 4 of 16

q Q /�q .g ® Paea Analytical Services,Inc. Pace Analytical Service;Inc. Pace Analytical 3ewlces,Inc.
PCYAIINI�IV/�(aI 2o5East Meadow Road-SoldA 2225 Riverside Jr. 9800 KIncey Ave. Suite 100
aw,ca yl6l)Acere Orion,NC 27288 Asheville,NC 28804 Hune lla,NC 28078
[phone] [phone] (]04)8]5-9092
ANALYTICAL RESULTS
Project: SW OUTFALL 2126
Pace Project No.: 92149310
SamplathOUTgALLpz1,:'_;" Lab ID: 92149310002 Collected 02/26/1315:45 Received: 02/26/1317:25 Matrix:Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. pual
Flow Monitoring Data Analytical Method:
Dale(.) V26113 1 03/1311317:06
Times) 15:45 1 03113/1317:06
Flow 15 GPM 1 0311311317:06
Field Data Analytical Method:
Collected By MPS 1 03113/131705
Collected Dale 2126/13 1 03/13/13 11:05
Collected Trans 15:45 1 03113113 17 05
Field pH 6.8 Sid.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 mg/L 5.0 1 02/27/1311:12
200.7 MET ICP Analytical Method:EPA 200.7 Preparation Method EPA200.7
Copper NO ug1L 5.0 1 02/28/1319:35 0310111321:12 7440-50-6
Lead NO ug1L 50 1 02/2811319:35 03/0111321:12 7439-92-1
Zinc 28.0 ug1L 10.0 1 02/2811319:35 03/01/1321:12 7440-66-6
2540D Total Suspended Solids Analytical Method:SM 2540D
Total Suspended Solids ND al 5.0 1 0310111316'.40
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date'.05103/201301:42 PM without the written consent of Pace Analytical Services,Inc- Page 6 of 16

/I ® Pace Analytical Services,Ina. Pace Analytical Serieee,led. Pace Analytical Servlce;Inc.
aceMalytieal 205 East Meadow Road-Suits A 2226RiversideDr. 9800 Kii Pw, Suits 100
aans,ossal.. Eden,NC 27288 Achy ills,NC 28804 Hunlsovills,NC 28078
[phone] (828)2544178 (701
ANALYTICAL RESULTS
Project: SW OUTFALL 2/26
Pace project No.: 92149310 �- _
Sampleffy OUTF%&AA Lab ID: 92149310003 Collected 02/26/1316.05 Received: 02126/131Z25 Matrix:Water
Parameters Results Units Report Liml Prepared Analyzed CAS No. Qual
Flow Monitoring Oat, 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 03/13/13 17:06
Collected Time 16:05 1 03/13113 17 08
Field pH 7.3 Std,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
200.7 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:05103/201301:42 PM w,m.tth.areas oonsemaf Paw Analytical Services,roc.. Page 6 of 16

NCDENR
- - No13hCarolina.Departri of Environment and Natural Resources
Division of Water Quality
yrGovsmo I William G. Ross,Jr.,Secretary
Alan W. Klimek, P.E., Director
k � JUL 3 1 2007 NOTICE OF RENEWAL INTENT
- — Application or ea wall of existing coverage under General permit NCG500000
`< WATERQUALITYS ll0
AsREvu�r•I�rcioNr-. i?t} ing Certificate of Coverage (CoC): NC13500 0-4
(Please print or type)
1) Mailing address*of facility owner/operator: - -
Company Name p R Ail a o S i S To FL &,K
Owner Name K? f#YX a: ( AA R D S O�77�fC/'i0n c rYlanns er
Street Address OnP Qua) i ii SAL
City m A k 20. State n t ZIP Code - 22 9sa
Telephone Number 8aY 71 Z/- tf000 Fax: 43{_f rld V- ?" re
Email address rticharbs & resis-Iofler , Cow[
" Address to which sll permit correspondence should be mailed
2) Location of facility producing discharge:
Facility Name L B A ✓1 C - R&: Ff c-ro i EX
Facility Contact M *K yj 1 Z . 14 HN e OLk
Street Address O h 0-
City rYi)+P, 1 ei4 State 1_( _ZIP Code -,R
County M!. t)l GLL y�
Telephone Number � 7a Z -/000 Fax: 7c1�- 5P44a
Email address nqhe.pynGK PGS%S-10�YeY lYJ/vl
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 ' rc_)
c) What type of wastewater is discharged?Indicate which discharge points,if more than one.
/ 'Non-contact cooling water Outfall(s)#: OUd,r f o3 2. 00
�
�l Boiler Blowdown Outfall(s)#: OO 0R
Page 1 of 3

I
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: Alll'� 4002: 00 #003: a J oU #004 OtDO
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:
�JIY4 /">/4tk .0 A j6
I
ii) *Check the month(s)the discharge occurs:;4 Jan ¢Feb fo Mar. R Apr H May B Jun ®Jul
le Aug. 19 Sept. IN Oct. ®Nev. f$Dec.
b) Hew many days per week is there a discharge? X r r
c) Please check the days discharge occurs: ❑ Sat, f7 Sun. (A Mon. f$Tue. R Wed. f@ Thu. 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). doq-oo� u J i'L ] 1 C 1# io, oat %o CARU4
i R+✓•r
b) Stream Classification: 1�— [.J a,4te5 j H '-7'A e r aT4L 4.eZ /2i;ber &qse',
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: On eri A
(Signature ofApplicant (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.
P�xPx4P�xPixP>kP>'�PixP"uP,�P�'sPzkP
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

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Latitude: 35p40'59° (001) FaClilt}r
Longitude: 82"03W (001) NCO039934 "Location '
Quaa M >l 10NE
: C Strea Crane ResWoflex
m Class:
Subbasin: 30830
Receiving`$tream: UT Catawba River l�1D7'2�1J SCALE 1 :24000

10
aQF warF9QG � ` � Michael F.Easley
Governor
h r William G.Ross Jr.,Secretary
� -y Department of Environment and Natural Resources
p -t Alan W.Klimek,P.E.,Director
Divislon of Water Guallry
January 9, 2004
Mr.J.Todd Potent, Operations/Engineering Manager
Crane Resistoflex
1 Quality Way
Marion, NC 28752
Subject: General Permit No. NCG500000
Cart. 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
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.
Sincerely,
ORIGINAL SIGNED BY
WILLIAM G. MILLS
Alan W. Klimek, P.E.
cc: Central Files
Asheville Regional Office, Water Quality
Stormwater and General Permits Unit ...:............._,m»..--._..,,.�,.:_...._....__-.
McDowell County Health Department
� 1 jAN 15 vooa �w) �
R'WA'fI:I?OUALIIY,SEf,1lOP1�
.—Anti 20",
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 [phone]
1 800 623-7748

n C
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
9 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.
i
This certificate of coverage shall become effective January 9,2004
This Certificate of Coverage shall 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

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;' CRANE i RESISTOFLEX TELEPHONE:(828) (24-4000
_. . (t FAX [phone]
ONE QUALITY WAY, MARION NC 28752
June 26, 2003 f0IV
Water Quality Section i „ 19
N.C. Division of Water Quality if l� )UI 14 7�03 rice
f
1623 Mail Service Center '
Raleigh,NC 27699-1623 VNAIEIi011ALII15C6liJld�
asO vIl rrclo r rr
To Whom 1t 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 P ,D
adotent
Operations/Engineering Manager
ISO 9001
CERTIFIED

' n �
rOR AGENCY USF OM P I
Dat R a
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+�qrl� �r [nee[ fC e,aF
NCDENRNational Pollutant Discharge Elimination System cna xx ameum
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: ,7
Company Name: _L t'Rrl e. _fl ;1"is{d>=/2X____
Contact Person: sL�AA—
_
Street Address: l __G"✓�tizg ,gv__ _ ______ _
City: J ' ;J� —/_ T _ State:,O, C- ZIP Code: cZ r? 7 6 a
Telephone No.: u.rc_ 7a 4'/-/0dd Fax: tPold'
2) Location of facility producing discharge:
Facility Name: �rRne e
Contact Person: [1L.2ry;n L Nand
'Street Address: 1—Go I �V &-�AV
City: _ State:. 'IL-C_ ZIP Code: 49,r7
County: jc-
iel _ _
Telephone No.: �� _°�' ��' 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:
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):
5) This NPDES permit application applies to which of`the following : 11
Ar New or Proposed ❑ Modification -.f-.Sc e q—r—, d Go✓F'�d �zT16rZ
Please describe the modification:
❑ Renewal
Please specify existing permit number and original issue date:
Page t of 4
SWU.212-090102

NCG500000 N.O.I.
13) Does this facility have any other NPOF_S permits, including stormwater general permits?
❑ No igj yes /✓(A L'd.-S y
j 5
If yes list the nermR nnmhars I,ih_ Yngiliry
- LC(,,. Oi �(�,t'q_ /4 ( (°-�` � Yf
7) What is the nature of the businessapplying for this permit?-ft)C,r$u�(2c
8) Description of Discharge:
a) Total number of discharge points that convey wastewater from the properly, including ditches, pipes,
channels, etc.: -7_k✓" c ___________—_- ___________—_ _______________ --
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) Approximate volumeof discharge for each discharge point(in GPD):
#1:co;L -- bfLOP #2: ft-aogI fovc) #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.:
j ❑ 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 manufacturers
information, including MS/DS sheets on.the.additive.IS REQUIRED to be:submitted with the atppiication
for the Division's review. -
10) Discharge Frequency:
a) The discharge is: ❑ Continuous 1)(Intennittent ❑ Seas nal
i) If the discharge is intermittent,describe when the discharge will occur: =VZ, ___
ii) If seasonal check the month(s)the discharge occurs: El Jan. ❑ Feb. Olivier. ❑ 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 0he 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) W.y 1,LQ2w
I-4V,1.w6w R-,11- (yo3 't nia Ga�pw b+ River. Y - - rY
b) Stream Classification(WS-IV, NSW, etc..) : S_(y w.�fri-•(-_ yvy__�g5_1
Page 2 of 4
SWU-212-080102

NGG500000 N.O.I.
c) Is the discharge directly to the receiving water? ❑ Yes 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.
b Final speullicaAons for all major treatment components(if appllcahle). 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: _ _r4"' c@� f C� �___
Title: ue.rZ �ern�t5.�
_ _ - - `6
(Si afore ofApplicant) ( ate Signed)
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 maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, or who falsifies, tampers with or knowingly;random inaccurate any recording or
1 monitoring device or method required he be operated or maintained under Article 21 or regulations of the Emdronmental
Management Commission implementing Met Article, shall be godly of a misdemeanor punishable by a fine not be exceed
$10,000,or by Imprisonment not to exceed six morale,or by both. (18 U.S.C.Section 1001 provides a panishment by a fine -
( ofnot more than$10,000 or lmpdsonmem not more than 5 years,or both,fora similar-fens-.)
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:
Storrnwater,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
❑ 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

J
IOI.
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�• � r t IY' L^y _'
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]�z333i
Latitude: 35640'59' (001) Facility a.�
Longitude: 82'Q3.59^ (001) NCO0.39934 "Location °' �.
stream Class: C Crane Resistofiex �a
Subbasin: 30830 . - -
Receiving`Stream: UTCatawbaRiver AIDt'L�t/: SCALE1 :24000

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.

Michael F.Easley
Governor
✓W,`/`➢ William G. Ross,Jr,Secretary
1[ Department of Environment and Natural Resources
Alan W.Klimek.P.E.
Director
P Division oI,Water Quality
August 11, 2003
Mr. J. Todd Poteat,Operations/Engineering Manager
Crane Resistoflex AUG I
1 Quality Way U
Marion, NC 28752 WATE
A NEVI(1PREG10NA1010C
Subject: Application No. NCG500616
Crane Resistoflex
McDowell County
Dear Mr. Poteat:
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
Ni
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 [phone]
1 800 623-7748

Michael F.Easley
Governor
✓�/�/` [ William Q.Ross,Jr.,Secretary
Department of Environment and Natural Resources
O ..eGbxs-46 .� Alen W.Klimek.P.E.
kq „ Dlreotor
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
T5 4
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh,NO 27699-1617 [phone]
1 800 623-7748

AI1I E. RESISTOFLEX TELEPHONE:{828)724-4000
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 to requestthat 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

r
FOR AGENCY USE ONLY
S Data Received
Year Da
Dirfsion of Water Quality!Water Quality Section
carer am arca.er
NCDENNational Pollutant Discharge Elimination System ea nmauno
e.. ..ox a.� < NCG500000 rerm¢a ai aed 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)
1) Ownerloperator:
Company Name: (jrgne.
Contact Person ��o iy.¢__yAe35 _ __— — -- —
Street Address: 1 —C' t AliL 161�
City: 1Y1 r ,'drt State:L1 C_ ZIP Code: a,? 7 Sri
Telephone No.: _ d�_ 7at/-NdR�a __ .Fax:
2) Location of facility producing discharge: .
Facility Name: 4'rq-e J e)Fr" 5'- _
Contact Person: 1u'.2rYi 14 d-L o '
Street Address: J 0 0 1 i +V L.JA _•_ _
-City: jY err ort__ _ State:.11 -C ZIP Code:
County: z Lk1e I(
Telephone No.: _8�b'.]L— _7a - OBd__ 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:
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- T�1 --___---
5) This NPDES permit application applies to which of the following
�I ik New or Proposed ❑ Modification -S�e �ndbej ee+vt3 LiY7€Q
Please describe the modification
Q Renewal
Please specify existing permit number and original issue date:
Page 1 of 4
SW W212-080102

n C)
NCG500000 N.O.I.
6) Does this facility have any other NPDES permits, including stormwater general permits?
El No .9Yes Al 003PVY
If yes, list the permit numbers for this facility- _ C•6 C J1Ury3_e[__IVt GO o _9_7___
7) What is the nature of the business applying tort his permit?-3
Fv_-PI2s-r C—Rn�'Te Flon_ L i wt e.� - x—S e *X-------
8) Description of Discharge:
a) Total number of discharge points that convey wastewater from the property,including ditches,pipes,
channels,etc.: _']_tree ____
b) What type of wastewater is discharged and from which discharge points?
X Non-contact coaling water Discharge point(s)# : B U a___------
0 Boiler Slowdown Discharge point(s)#
❑ Cooling Tower Slowdown Discharge point(s)#: d ___
❑ Condensate Discharge point(s)#:
❑ Other. Discharge point(s)#:
(Please describe"Other) :
c) Approximate volume of discharge for each discharge point(in GPD):
#I:Cba=Aleop #2:603 #3i'O0 #4_
9) Please check the type of chemical added to the wastewater for treatment for each separate disdhargw.
point(if applicable, use separate sheet):
d ❑ Biocides Name:_ Manuf.:
❑.Corrosion inhibitors Name:___ _ Manuf.:
❑ Chlorine Name: Manuf.:
❑ Algaecide Name:_ ___Manuf.:
❑Other Name: _ Manuf.:
". None . .
-if any box above,other than none, was-checked;-a.completed Biocide 101 Form and manufacturers
�+ infofmalion, 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
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 disdharge? FIof
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) : � J _�t111 ��%%��u I evy o
L�ATRWbw 4096•• 003 '10'. Ga.-'nwb•, 'WY,0•^•
b) Stream Classification (WS-IV, NSW, etc..):
Page 2 of 4
SWII-212A80102

NCG500000 N.O.I.
c) Is the discharge directly to the receiving water? ❑ Yes 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 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 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.
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: J-� � O-� t _f_______
Title: er T, _1✓�2n2��r___-- _—_______ 77/, 7/I��
(Sr ature of Applicant)-------- ----_--- --( e� to SaJlred)
i
North Carolina General Statute 143-215.6 te(i)provides that:
Any person who knowingly makes any false statement representation,or certification in any application,mcced,report,plan
or other document filed or required to be melntebred under Article 21 or regulations of the Envirenmental Management
Commission Impipriiopeng that Article, or who bishies, hampers with or knowinglir qudiers inaccurate any recording or
monlfodng tleWce or method required to be operated or maintained under ArtiWa 21 or regulations or the Environmental
Management Gommisslon Implementing that Articfa, shall be guilty of a misdemeanor punishable by a floe not to exceed
$10,000,or by Imprisonment not to exceed six months,orby both. (18 U.S.C.:Section 1001 provides a punishment by a fine
of not more than$10,000 wlmpdsonment net more than 5 years,whom,,bra similaroffense.)
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 Di Lion of Wat6r Quality .
r,,
' 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

ft
3 ]
00,
aM
BY /n��J" ,l 13334
1 . I• n #k'.' � Ynq F -'
I d 1Fb wq 141p ?' P•
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`0 t +•-- tI71$ph3 C plaint .QQ�
( 0
a PoitiC
Point Q
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Latitude:35640'59 (001) Facility ,- wmf-
SubbiLongitude82°03'59" (001( NCO039934 Quad# E10NE LocatiostreamC1aas: C Crane Resistoflex 30830
Receiving'Stream: UT Catawba River NO / SCALE 1 :24000

DIRECTIONS HOW TO GET FO RESIS-IOFLEX FROM IN I EK61AIE 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.

n C�
I�mE RESISTOFLEX 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
Date Rerehed
Division of Water Quality!Water Quality Section veer mo„m Da
A*
ceruaraceorco.•er
NCDENRNational Pollutant Discharge Elimination System ChI.tk a Amo ,
waE, NCG500000 cerm¢wsi Gera
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: �f nne Remis%o F_l_elC______
Contact Person:
Street Address: � C i281.i_� _L _--_
City: 4 t state: 10 ZIP Code: a 8 2 S
Telephone No.: d� 70��/-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:
Telephone No.: _ ��-�OOo—_-- Fax: jE
'
3) Permit Contact(complete this section if permit contact Is different from facility contact)
Contact Person:
Street Address
City: — Stale;__ ZIP Code:
County:
Telephone No.: _ Fax:-
4) Physical location information:
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�_______
5) This NPDES permit application applies to which of the following
!$' New or Proposed ❑ Modification
4-,5"e 4-r-,nebj cu4,3 Le77r1Z
Please describe the modifications
❑ Renewal
Please specify existing permit number and original issue date:
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 Yes /lyt: no3993y
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?_0j A
e-fIon _ i n l r?J �eroS��n�-ak—s ' ___
6) Description of Discharge:
a) Total number of discharge points that convey wastewater from the property,including ditches, pipes,
channels,etc.: =TLrec
i b) What type of wastewater is discharged and from which discharge points?
Non-contact cooling water Discharge point(s)#: 00 0
❑ Boiler Slowdown Discharge point(s)#: 003 _
j ❑ 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` =9ovv #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 o.
C�.AT hwbv. V,"00— 6,03 }n\o CATawb, 19ty-,
b) Stream Classification (WS-IV, NSW, etc..):
Page 2 of 4
S W u-212-080102

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 submitted with 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 eheet): Ile
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'bonffrmation indicating_.that.,
-- connection to a>AOTW is not an option. It should also idluds'a'p"resent value of'costs,analysis as
... . n .
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.
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.
i
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: _?� __�D �t______ _------
Title:_Orer T, _111tine�sr— _--------
—f_/_— __---
D �� --
(Si ature of Applicant) ( ate Signed)
North Carolina General Statute 143.215.6 b(1)provides that: - -
Any person who knowingly makes any False statement representelion,orcedification in any application,mount,report,plan
or other document filed or required to be maintained under Adfcle 21 or regulations of the Erwhon"mal Management
Commission Implgrl(enfing that Article, or who faf iffes, tampars with or knowingly,rienders inaccurate any recording or
monitodng device or method required to be operated or maintained under Adicle 21 or regulations of the ErrvbonmenNI
Management Commission implementing that AMde, shelf be gullly si ,misdemeanor punishable by a fine not to ...ad
$10,000,or'by hodeonment not to exceed six months,w by both.(ia U.S.CCSection 1001 anw1das a prmishment by aline -....
of not mo.th.sic 000 wimpdswment not more than 5 years,orboth,far a similaro%enseJ
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
; Storfnwaterantt General Permits Unit .
11 1nflil2 ter Quality ..
7 Mail Servidb 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
Page 4 of 4
SWU-212-080102

"F 01, `
` IIx9
� q�' tp Yhea
P1GasasE d�
BM 1
tt \ \ I
I7i5 Ch3Y C Pbftrt A03 ;, "e iX
154Ya'� 0 P0111t ��N " t leti �:
D;SC11 PO1nL
W 1�VV
Latitude:35°4084- (001) Facility
Loagituae>82"03'59" (001) NC0039934 -Location
Stream Class:
Sues n awe C Crane Resistoflex �t
eubbasin: 30830 .
Receiving$trdam: UT Catawba River N 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.