WQ0005207_Modification_20241030

Initial Review
Reviewer nathaniel.thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WO0005207
Applicant/Permittee Jackson Paper Manufacturing Company
Applicant/Permittee Address 152 W. Main Street, Sylva, NC 28779-2928
Is the owner in BIMS? Yes No Is the facility in BIMS?
Owner Type
Facility Name
County
Fee Category Closed -Loop Recycle
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Organization
Jackson Paper Manufacturing - Sylva CLRS
Jackson
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount
Complete App Date
10/30/2024
$0
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO
Yes No

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
......................................................................................................................................................................................................................................................................................... ... ... ... ... ... .. ... ... ... ... ..
Name* Carolyn Hawkins
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
9192380479
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number:*
WQ0005207
Has Current Existing permit number
Applicant/Permittee *
Jackson Paper Manufacturing Company
Applicant/Permittee Address*
152 W. Main Street, Sylva, NC 28779-2928
Facility Name*
Jackson Paper Manufacturing - Sylva CLRS
Please provide comments/notes on your current submittal below.
Attached are updated Plans/Specs and Application for Approval for the Jackson Paper Closed Loop
Recycle System Permit Modification. This project consists of adding new basin lift pumps out of the floodway.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
Jackson Paper Submittal.pdf 10.18MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 10/30/2024

1/ WithersRavenel
Our People. Your Success.
115 Macl<enan Drive
Cary, NC 27511
t: 919.469.3340 1 f: 336.605.3009
TO: North Carolina Department of Environmental Quality
512 N. Salisbury Street
Raleigh, NC 27604-1170
WE ARE SENDING YOU ❑x Attached
THE FOLLOWING ITEMS ❑ Shop Drawings
❑ Copy of Letter
Letter of Transmittal
10/29/2024 •: • 24-0444
Nathaniel Thornburg
Jackson Paper Closed Loop Recycle System Permit
Modification
❑ Under Separate Cover via
❑ Prints ❑X Plans ❑ Samples
❑ Change Order ❑ Diskette ❑X Other
1 10/15/24 1 Cover Letter
1 10/15/24 1 Application and Supporting Documentation
1 10/15/24 1 Existing Permit
1 10/15/24 1 Project Plans
1 10/15/24 1 Pump Specifications
1 10/15/24 1 Calculations
ThESE ARE TRANSMITTED as checked below
❑x For approval ❑ Approved as submitted ❑ Resubmit
❑ For your use ❑ Approved as noted ❑ Submit
❑ As requested ❑x Returned for corrections ❑ Return
❑x For review and comment ❑ Other
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
❑x Specifications
Application &
Calculations
copies for approval
copies for distribution
corrected prints
REMARKS: Attached are updated Plans/Specs and Application for Approval for the Jackson Paper Closed Loop
Recycle System Permit Modification. This project consists of adding new basin lift pumps out of the floodway.
Thank you,
Carolyn Hawkins, PE
[phone]
[e-mail]
COPY TO: SIGNED: Carolyn Hawkins
If enclosures are not as noted, kindly notify us at once.

-0 WithersRavenel
.. Our People. Your Success.
1 North Carolina Department of Environmental Quality
512 N. Salisbury Street
Raleigh, NC 27604-1170
Attn: Nathaniel Thornburg
CC: Kiesha Bridges, Manager of Safety, Environmental & Technical
From: Carolyn Hawkins, PE
Date: October 29, 2024
Project: Jackson Paper Closed Loop Recycle System Permit Modification
WR Project Number: 24-0444
Subject: Minor Permit Modification - Basin Lift Pumps
To whom it may concern,
On behalf of Jackson Paper Manufacturing Company, WithersRavenel is submitting the attached application
package to your office for review and approval for a minor permit modification. Jackson Paper
Manufacturing Company has a Closed Loop Recycle System under permit number WQ0005207. The project
consists of the addition of two basin lift pumps that are located out of the floodway. The existing pumps will
be utilized as spares. In June 2024, WithersRavenel discussed the project and applicable application sections
with Nathaniel Thornburg and Zachary Mega. The application and permit package have been prepared
based on the discussion.
Below is a list of the items included in this submittal:
1. Application and Supporting Documentation
2. Existing Permit
3. Sealed Plan Set
4. Pump Specification
5. Calculations & Pump Curve
Please do not hesitate to contact me at [phone] or at chawkinsPwithersravenel.com should you
have any questions or concerns.
Sincerely,
WithersRavenel
Carolyn Hawkins, PE
Project Manager
115 MacKenan Drive, Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

Docusign Envelope ID: 7DBF6CF4-EE67-4E1F-B8C9-301009BAF87A
DWR
Divislon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .1000 --- CLOSED -LOOP RECYCLE SYSTEMS
INSTRUCTIONS FOR FORM: CLRS 06-16 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with 15A NCAC 02L .0100. 15A NCAC 02T
.0100, 15A NCAC 02T .1000, Division Policies and eood eneineerine practices. Failure to submit all required items will
necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non Discharge Permitting Unit website
General — When submitting an application to the Water Quality Permitting Section's Non -Discharge Permitting Unit, please use the
following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking
the provided boxes will help produce a quicker review time and reduce the amount of requested additional information,
Unless otherwise noted. the Applicant shall submit one orieinal and two conies of the anplication and sunuortine documentation.
A. Cover Letter (All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
[J Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ). The appropriate fee amount for new and major modification applications may be found at: Standard Review
Proiect Fees.
C. Closed -Loop Recycle Systems (FORM: CLRS 06-16) Application (Ali Application Packages):
® Submit the completed and appropriately executed Closed -Loop Recycle Systems (FORM: CLRS 06-16) application. Any
unauthorized content changes to this form shall result in the application package being returned. If necessary for clarity or due
to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the
section and item to which they refer.
® If the Applicant Type in Item 1.2. is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2. is a partnership or dlbla, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The facility name in Item H.1. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 7 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Eneineer.
® The Applicant's Certification on Page 7 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(e). an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
➢ If this project is for a renewal without modification, use the Non -Discharge Svstem Renewal (FORM: NDSR) application.
➢ Certain existing closed -loop facilities maybe deemed permitted under Rule 15A NCAC 02T 1003. Follow the instructions in
the Closed -Loon Recycle Svstem Rescission Reouest (FORM: CLRSRR) application to determine if your facility is deemed
permitted.
D. Property Ownership Documentation (All Application Packages):
➢ Per 15A NCAC 02T .1004(d). the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment and recycle facilities:
❑ Legal documentation of ownership (i.e., Gam, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
❑ Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and recycle facilities.
INSTRUCTIONS FOR FORM: CLRS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 6

Docusign Envelope ID: 7DBE6CF4-EE67-4EtF-BBC9-301D09BAFB7A
E. Water Balance (All Application Packages that include new or modified recycling systems, or changes in flow/storage):
❑ Per 15A NCAC 02T .1004(b)(4), submit a water balance that has been signed, sealed and dated by a qualified professional and
includes at a minimum:
❑ At least a two-year iteration of data computation that considers precipitation into and evaporation from all open atmosphere
storage impoundments, and uses a variable number of days per month.
❑ Precipitation based on the 80'h percentile and a minimum of 30 years of observed data.
❑ Potential Evapotranspiration (PET) using the Thornthwaite method, or another approved methodology, using a minimum
of 30 years of observed temperature data.
F. Engineering Plans (All Application Packages):
® Per 15A NCAC 02T .1004(blil , submit standard size and 11 x 17-inch engineering plan sets that have been signed, sealed and
dated by a North Carolina licensed Professional Eneineer, and shall include at a minimum:
® Table of contents with each sheet numbered.
® A general location map with at least two geographic references and a vicinity map.
❑ A process and instrumentation diagram showing all flow, chemical, electrical and wasting paths.
® Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), as well as their dimensions and elevations.
® Details of all piping, valves, pumps, blowers, mixers, diffusers, recording devices, fencing, auxiliary power, etc.
❑ A hydraulic profile from the treatment plant headworks to the highest recycle point.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
G. Specifications (All Application Packages):
® Per 15A NCAC 02T .1004(bl(2). submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Eneineer, and shall include at a minimum:
❑ Table of contents with each sectiontpage numbered.
® Detailed specifications for each treatment/storage/recycle unit, as well as all piping, valves, equipment (i.e., pumps,
blowers, mixers, diffusers, flow teeters, etc.), audible/visual high water alarms, liner material, etc.
❑ Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
❑ Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
❑ Electrical (i.e., control panels, transfer switches, automatically activated standby power source, etc.)
❑ Means for ensuring quality and integrity of the finished product, including leakage, pressure and litter testing.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
H. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .1004(b)(3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Eneineer, and shall include at a minimum:
❑ Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1. were determined.
® Sizing criteria for each treatment unit and associated equipment (i.e., blowers, mixers, flow meters, pumps, etc.).
❑ Total and effective storage calculations for each storage unit.
® Friction/total dynamic head calculations and system curve analysis for each pump used.
® Manufacturer's information for all treatment units, pumps, blowers, mixers, diffusers, flow meters, etc.
❑ Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
❑ Documentation that adequate freeboard is provided to ensure containment of the 25-year, 24-hour storm event and
continues to ensure structural integrity of the unit (Consideration should be given to drainage area, slope, soils, impervious
areas, etc.).
❑ A demonstration that the specified auxiliary power source is capable of powering all essential treatment units.
INSTRUCTIONS FOR FORM: CLRS 06-16 & SUPPORTING DOCUMENTATION Page 2 of 4

Docusign Envelope ID: 7DBE6CF4-EF67-4EIF-BBC9-30tD09BAF87A
Site Map (All Application Packages):
❑ Per 15A NCAC 02T .1004(c). submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Ennineer and/or Professional Land SurvevOr, and shall include at a minimum:
❑ A scaled map of the site with topographic contour intervals not exceeding 2 feet and showing all facility -related structures
and fences within the wastewater treatment, storage and recycle areas.
❑ The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and recycle sites.
❑ Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and .0108.
❑ Setbacks as required by 15A NCAC 02T .1006.
❑ Site property boundaries within 500 feet of all wastewater treatment, storage and recycle sites.
❑ All habitable residences or places of public assembly within 500 feet of all treatment, storage and recycle sites.
NOTE — For clarity, multiple site maps of the facility with out sheet annotations may be submitted.
J. Power Reliability Plan (All Application Packages):
❑ Per 15A NCAC 02T .1005(b)(3), submit documentation of power reliability that shall consist of one of the following:
❑ An automatically activated standby power supply onsite that is capable of powering all essential treatment units under
design conditions; or
® The ability to conduct a complete system shutdown; or
❑ Means to prevent improperly treated wastewater from entering a treated wastewater storage structure or from being
recycled.
K. Operation and Maintenance Plan (All Application Packages):
❑ Per l5A NCAC 02T .1007, submit an operation and maintenance (O&M) plan encompassing all wastewater treatment, storage
and recycle systems that shall include at a minimum a description of:
❑ Operation of the wastewater treatment, storage and recycle systems in sufficient detail to show what operations are
necessary for the system to function and by whom the functions are to be conducted.
❑ Anticipated maintenance of the wastewater treatment, storage and recycle systems.
❑ Safety measures, including restriction of access to the site and equipment.
❑ Spill prevention provisions such as response to upsets and bypasses, including how to control, contain and remediate.
❑ Contact information for plant personnel, emergency responders and regulatory agencies.
NOTE — A final O&M Plan shall be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0116. however, a preliminary O&M Plan shall be submitted with each application package.
L. Residuals Management Plan (Ali Application Packages with new, expanding or replacement wastewater treatment systems):
❑ Per 15A NCAC 02T .1004(e) and .100& submit a Residuals Management Plan that shall include at a minimum:
❑ A detailed explanation of how generated residuals (including trash, sediment and grit) will be collected, handled, processed,
stored, treated, and disposed.
❑ An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals.
❑ A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application.
❑ If oil/grease removal and collection are a designed unit process, submit an oil/grease disposal plan detailing how the
oil/grease will be collected, handled, processed, stored and disposed.
INSTRUCTIONS FOR FORM: CLRS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 4

Docusign Envelope ID: 7DBE6CF4-EE67-4E1F-B8C9-30iD09BAF87A
M. Additional Documentation:
➢ Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(l) and 1004 a provide the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be
served by the wastewater treatment and recycle system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected,
➢ Existing Permit (Ail Modification Packages):
® Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(Le„ compliance schedules, permit description, monitoring, permit conditions, etc.).
➢ Final Environmental Document (All Application Packages using public monies or lands subject to the North Carolina
Environmental Policy Act under 15A NCAC 01C .0100 to .0400):
❑ Per 15A NCAC 02T .0105(c)(4), submit one copy of the environmental assessment and three copies of the final
environmental document (i.e., Finding of No Significant Impact or Record of Decision).
❑ Include information on any mitigating factors from the Environmental Assessment that impact the design and/or
construction of the wastewater treatment and disposal system.
➢ FIoodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
recycle system is located within the 100-year floodplain):
❑ Per 15A NCAC 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with all local ordinances regarding construction or operation of wastewater treatment and/or recycle facilities
within the floodplain..
➢ Threatened or Endangered Aquatic Species Documentation (All Application Packages):
❑ Per 15A NCAC 02T .0105(c)(10), submit documentation from the Department's Natural Heritage Program demonstrating
the presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment,
storage and recycle facilities.
❑ If the facility directly impacts such species, this documentation shall provide information on the need for permit conditions
pursuant to 15A NCAC 02B .0110.
➢ Wastewater Chemical Analysis (All Application Packages treating Industrial Waste):
❑ Per 15A NCAC 02T .1004(fl, provide a complete Division certified laboratory chemical analysis of the effluent to be
recycled for the following parameters (For new facilities, an analysis from a similar facility's effluent is acceptable):
❑ Ammonia Nitrogen (NH3-N) ❑ Nitrate Nitrogen (NO3-N) ❑ Total Organic Carbon
❑ Calcium ❑ pH ❑ Total Phosphorus
❑ Chemical Oxygen Demand (COD) ❑ Phenol ❑ Total Trihalomethanes
❑ Chloride ❑ Sodium ❑ Total Volatile Organic Compounds
❑ Fecal Coliform ❑ Sodium Adsorption Ratio (SAR) ❑ Toxicity Test Parameters
❑ 5-day Biochemical Oxygen Demand (BODs) ❑ Total Dissolved Solids
❑ Magnesium ❑ Total Kjeldahl Nitrogen (TKN)
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL, SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Suecial Deliverv:
512 N. SALISBURY ST.
RALEIGH. NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: CLRS 06-16 & SUPPOR'11NG DOCUMENTATION Page 4 of 4

Docusign Envelope ID:7DBE6CF4-EE67-4E1F-B8C9-3OiD698AF87A
State of North Carolina
F)WR Department of Environmental Quality
Division of Water Resources
Divislan of Water Resources 15A NCAC 02T .1000 — CLOSED -LOOP RECYCLE SYSTEMS
FORM: CLRS 06-16
I. APPLICANT INFORMATION:
1. AppIicanVs name: Jackson Paner Manufacturing Comnanv
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
3. Signature authority's name: Kiesha Bridses per 1 SA NCAC 02T .0106(b) Title: Manager of Safetv. Environmental. &
Techincal
4. Applicant's mailing address: 152 W. Main Street
City: Sylva State: NC Zip: 28779-2928
5. Applicant's contact information:
Phone number: 828 586-5534 Email Address: KBrideesi }a.iacksonnaner.net
H. FACILITY INFORMATION:
1. Facility name: Jackson Parser Manufacturing Comnanv
2. Facility status: Existing
If this facility is existing, was it originally permitted prior to September 1, 2006? ® Yes or ❑ No
If yes, does this facility meet the criteria in I SA NCAC 02T .1003? ❑ Yes or ® No
If yes, discontinue use of this form and complete the Closed -Loon Recvcle Svstem Rescission Request (FORM: CLRSRRI
3. Facility type: Maior (> 10.000 GPD or � 300 disnosal acres)
4. Facility's physical address: 152 West Main Street
City: Svlva State: NC Zip: 28779-2928 County: Jackson
5. Wastewater Treatment Facility Coordinates (Decimal Degrees): Latitude: 35.37558' Longitude:-83.21653'
Datum: NAD83 Level of accuracy: Nearest dearee Method of measurement. Address matching
6. USGS Map Name:
III. CONSULTANT INFORMATION:
1. Professional Engineer: Carolyn Hawkins License Number: 054923 Firm: WithersRavenel
Mailing address: 84 Coxe Avenue.
Suite 260
City: Asheville State: NC
Zip: 28801-3684
Phone number: [phone]
Email Address: chawkins(a)withersravenel.com
2. Soil Scientist:
License Number: Firm:
Mailing address:
City: State:
Zip: -�
Phone number: (_} ^
Email Address:
3. Geologist:
License Number: Firm:
Mailing address:
City: State:
Zip: -�
Phone number: (_) ^-_
Email Address:
FORM: CLRS 06-16 Page 1 of

Docusign Envelope ID: 7DBE6CF4-EE67-4E1F-B8Cg-301D09BAF87A
IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100:
1. Application type: ❑ New ❑ Major Modification ® Minor Modification
If a modification, provide the existing permit number: WQ0005207 and most recent issuance date: March 18.2024
2. Application fee: $0 - Minor Modification
3. Does this project utilize public monies or lands? ❑ Yes or ® No
If yes, was an Environmental Assessment required under 15A NCAC 01 C? ❑ Yes or ❑ No
If yes, which final environmental document is submitted? ❑ Finding of No Significant Impact or ❑ Record of Decision
Briefly describe any mitigating factors from the Environmental Assessment that may impact this facility:
4. What is the status of the following permiWcertifications applicable to the subject facility?
Permit/Certification Date Date Permit/Certification Agency Reviewer
! Submitted Approved Number
Collection Svstem (O > 200.000 GPD)
Dam Safetv
Erosion & Sedimentation Control Plan
Nationwide 12 / Section 404
Pretreatment
Sewer Svstem
Stormwater Management Plan
Wetlands 401
Other:
5. What is the wastewater type? ❑ Domestic or E industrial (See 15A NCAC 02T .0103(20)i
Is there a Pretreatment Program in effect? ® Yes or ❑ No
Has a wastewater chemical analysis been submitted? ❑ Yes or ® No
6. Wastewater flow: GPD
Limited by: ❑ Treatment, ❑ Storage or ❑ Recycle Quantity
7. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or ❑ Representative Data
Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes or ❑ No
Establishment Type Daily Design Flow a No. of Units Flaw
gall GPD
gall GPD
gall GPD
gall GPD
gall GPD
l gall GPD
Total GPD
See 15A NCAC 02T .0114(b), fd, � and (el(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
FORM: CLRS 06-16 Page 2 of 7

Docusign Envelope ID: 7DBE6CF4-EE67-4E1F-BBC9-301D09BAF87A
W. GENERAL REQUIREMENTS --15A NCAC 02T .0100 (continued):
8. What is the nearest 100-year flood elevation to the facility? 2049.6 feet mean sea level. Source: NC FRIS
Are any treatment, storage or disposal facilities located within the 100-year flood plain? ® Yes or ❑ No
>� s If yes, which facilities are affected and what measures are being taken to protect them against flooding? New basin
are two feet above floodwav elevation
If yes, has the Applicant submitted written documentation of compliance with & 143 Article 21 Part 6? ® Yes or ❑ No
9. Has the Applicant provided documentation of the presence or absence of threatened or endangered aquatic species utilizing
information provided by the Department's Natural Heritaee Program? ❑ Yes or ❑ No
10. Does the facility have a proposed or existing groundwater monitoring well network? ❑ Yes or ❑ No
If no, provide an explanation as to why a groundwater monitoring well network is not proposed:
If yes, complete the following table (NOTE — This table may be expanded for additional wells):
Well Name Status Latitude d Longitude " Gradient Location
Select 0- Select Select
Select 0- Select Select
Select 0- D Select Select
Select o- Select Select
Select o- Select Select
Provide the following latitude and longitude coordinate determination information:
Datum: Select Level of accuracy: Select Method of measurement: Select
11. Is the Applicant a Privately -Owned Public Utility? ❑ Yes or ® No
If yes, has the Applicant submitted a Certificate of Public Convenience and Necessity? ❑ Yes or ❑No
12. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.613? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(217 ❑ Yes or ® No
V. CLOSED -LOOP RECYCLE FACILITY DESIGN CRITERIA --15A NCAC 02T .1005:
1. How does the Applicant propose to prohibit public access to the closed -loop recycle facilities? Private facility
2. Is potable water proposed to supplement the closed -loop recycle system? ❑ Yes or N No
If yes, is there an air gap separation between the potable water system and the closed -loop recycle system? ❑ Yes or ® No
3. Can the closed -loop recycle system: ❑ Stop production of effluent?
❑ Return the effluent back to the treatment facility?
❑ Store the effluent?
❑ Discharge the effluent to another permitted wastewater treatment facility?
" Permit number:
❑ None of the above
FORM: CLRS 06-16 Page 3 of 7

Docusign Envelope ID: 7DBEBCF4-EE67-4E1F-BBC9-301D09BAF87A
--* Are essential treatment units provided in duplicate? ® Yes or ❑ No
4. If the wastewater treatment and storage systems are located within the 100-year flood plain, are there water -tight seals on all
treatment/storage units or a minimum of two feet protection from the 100-year flood plain elevation? ® Yes, ❑ No,
or ❑ NIA
FORM: CLRS 06-16 Page 4 of 7

Qocusign Envelope IQ: 7DBE6CF4-FF67-4F1F-BBC9-3DID09BAF87A
V. CLOSED -LOOP RECYCLE FACILITY DESIGN CRITERIA —15A NCAC 02T .1005 (continued):
5. If open atmosphere storage units are present, are they capable of containing the accumulation of water from a 25-year, 24-hour
storm event? ❑ Yes or ❑ No
6. If an influent pump station is part of the proposed facility (i.e., within the wastewater treatment plant boundary), does the
influent pump station meet the design criteria in 15A NCAC 02T .0305(h)? ❑ Yes, ❑ No, ❑ NIA — To be permitted
separately, or ❑ NIA — Gravity fed
7. If septic tanks are part of the wastewater treatment facility, do the septic tanks adhere to the standards in 15A NCAC 18A
.1900? ❑ Yes, ❑ No or ❑ NIA
8. Provide the requested treatment unit and mechanical equipment information:
a. TREATMENT:
Treatment Unit No. of Manufacturer or Dimensions (ft)1 Volume Plan Sheet Specification
Units Material Spacings (in) (gallons) Reference Reference
I
I
b. PUMPS
Location No. of Purpose Manufacturer I Capacity Plan Sheet Specification
Pumps Type GPM TDH Reference Reference
Northwest corner of 2 Suction Lift Pumps Summit 2196 ANSI 132 39 C1.00 4323 13.27
basin
c. BLOWERS
Location
No. of Units Served
Manufacturer I
Capacity
Plan Sheet
Specification)
Blowers
Type
(CFK
Reference
Reference
I
d. MIXERS
Location
No. of
Units Served
Manufacturer /
Power
Plan Sheet
Specification
Mixers
Type
(hp)
Reference
Reference
c. RECORDING DEVICES & RELIABILITY
Device
No. of Location
Manufacturer
Maximum
PIan Sheet
Specification
I
Units
Capacity
Reference
Reference
FORM: CLRS 06-16 Page 5 of 7

Docusign Envelope ID: 7DBE6CF4-EE67-4E1 F-B8C9-301 D09BAFB7A
VI. EARTHEN STORAGE IMPOUNDMENT DESIGN CRITERIA --15A NCAC 02T A005:
IF MORE THAN ONE EARTHEN STORAGE IMPOUNDMENT. PROVIDE ADDITIONAL COPIES OF THIS PAGE AS
NECESSARY.
1. What is the earthen impoundment type? Select
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: Longitude: - °
Datum: Select Level of accuracy: Select Method of measurement: Select
3. Do any impoundments include a discharge point (pipe, spillway, etc)? ❑ Yes or ❑ No
4. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? ❑ Yes or ❑ No
5. Is the impoundment designed to receive surface runoff? ❑ Yes or ❑ No
If yes, what is the drainage area? ft2, and was this runoff incorporated into the water balance? ❑ Yes or ❑ No
6. If a liner is present, how will it be protected from wind driven wave action?
7. Will the earthen impoundment water be placed directly into or in contact with GA classified groundwater? ❑ Yes or ❑ No
If yes, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? ❑ Yes or ❑ No
S. What is the depth to bedrock from the earthen impoundment bottom elevation? ft
If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater than
1 x 10, cm/s? ❑ Yes, No or ❑ NIA
Has the Applicant provided predictive calculations or modeling demonstrating that surface
water or groundwater standards will not be contravened? ❑ Yes or ❑ No
If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ❑ NIA
4. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom
elevation, how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)?
10. If applicable, provide the specification page references for the liner installation and testing requirements:
11. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ❑ Yes or ❑ No
12. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements Earthen Impoundment Dimensions
Liner type: �❑ Clay ❑ Synthetic Top of embankment elevation:
❑ Other I ❑ Unlined
Liner hydraulic conductivity: x - cm/s Freeboard elevation:
` Hazard class: Select Toe of slope elevation:
IDesigned freeboard: ft Impoundment bottom elevation:
Total volume: It,
Effective volume: ft3
Effective storage time: days
Plan Sheet Reference:
Specification Section:
gallons Mean seasonal high water table depth:
gallons Embankment slope:
Top of dam water surface area:
Freeboard elevation water surface area:
Bottom of impoundment surface area:
ft
ft
ft
ft
R
ft2
R2
ft2
NOTE — The effective volume shall be the volume between the two foot freeboard elevation and the: (1) pump intake pipe
elevation; (2) impoundment bottom elevation or (3) mean seasonal high water table, whichever is closest to the two foot
freeboard elevation.
FORM: CLRS 06-16 Page 6 of 7

Docusign Envelope 1D: 7DBE6CF4-EE67-4E1 F-BBCD-301 D09BAF87A
VU. SETBACKS —15A NCAC 02T .1006:
1. Does the project comply with all setbacks found in the river basin rules (15A NCAC 0213.0200)? ❑ Yes or ❑ No
If no, list non -compliant setbacks:
2. Have any setback waivers been obtained in order to comply with 15A NCAC 02T .1006? ❑ Yes or ❑ No
If yes, have these waivers been written, notarized and signed by all parties involved and recorded with the County Register of
Deeds? ❑ Yes or ❑ No
3. Provide the minimum field observed distances (ft) for each setback parameter to the disposal system and treatment/storage
units (NOTE: Distances greater than 500 feet may be marked NIA):
Setback Parameter Treatment /
Storage Units
Any habitable residence or place of assembly under separate ownership or not to be maintained as part
of the project site
Any private or public water supply source
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
Any well with exception of monitoring wells
Any property Iine
FORM: CLRS 06-16 Page 7 of 7

❑ocusign Envelope ID: 7DBE6CF4-EE67-4E1 F-BBC9-301 D09BAF87A
Professional Engineer's Certification:
I, Carolyn Hawkins attest that this application for
(Professional Engineer's name from Application Item M.1.)
Jackson Paper Manufacturing Company
(Facility name from Application Item H.1.)
has been reviewed by me and is accurate, oo upliete au' coiisistGnt Wriui uic iiifilisi nuVit auppi164 in tiic plans, specifications, engineering
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions, as well as all applicable regulations
and statutes, Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
NOTE -- In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
�o�'��• CARO
` iffigned 6y:
• : oFE S S/q 9 ` lrt. U OUAtIA.S
0 A9f469...
SEAL.
054923 =
�f,,,,,,
Applicant's Certification per 15A NCAC L_02T .0r�106(bl: 1
I, 4--�t�1 *� <; +��` \ 1a5•aV,) attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
lack'son %13er Man"facl+u�Cownpatnt�
(Facility name from Aptr�q ication Item H.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0I05(el.
NOTE — In accordance with General Statutes 43-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any a lica ' package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 ell civil pe p to ,000 per violation. a
Signature: s._14 Date:
FORM: CLRS 06-16 Page 8 of

8/9/24, 8:26 AM
North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification
List • View Filings • Print a Pre -Populated Annual Report form • Print an Amended a Annual Report form
Business Corporation
Legal Name
JACKSON PAPER MANUFACTURING COMPANY
Information
Sosld: 0351551
Status: Current -Active O
Date Formed: 9/9/1994
Citizenship: Foreign
State of Incorporation: DE
Fiscal Month: December
Annual Report Due Date: April 15th
Currentgnnual Report Status:
Registered Agent: CT Corporation System
Addresses
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 1 /2

8/9/24, 8:26 AM
North Carolina Secretary of State Search Results
Mailing
152 West Main Street
Sylva, NC 28779-2928
Off icers
Principal Office
152 West Main Street
Sylva, NC 28779-2928
Chief Financial Officer President
Tammy Francis
152 West Main Street
Sylva NC 28779
Stock
Lemuel Carr Tyndall
152 West Main Street
Sylva NC 28779
Reg Office
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Reg Mailing
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 2/2

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
L. CARR TYNDALL — PRESIDENT
NORTH CAROLINA
Environmental Quality
March 18, 2024
JACKSON PAPER MANUFACTURING COMPANY
152 WEST MAIN STREET
SYLVA, NORTH CAROLINA 28779
Subject: Permit No. WQ0005207
Jackson Paper Manufacturing —
Sylva CLRS
Closed -Loop Recycle System
Jackson County
Dear Mr. Tyndall,
In response to your permit minor modification and renewal request received on October 5, 2023,
and subsequent additional information received on January 29, 2024, we are forwarding herewith Permit
No. WQ0005207 dated March 18, 2024, to Jackson Paper Manufacturing Company for the continued
operation of the subject closed -loop recycle facilities.
Modifications to the subject permit are as follows:
➢ Removal of a 12,400 gallon anaerobic selector tank.
➢ Replacement of a 500 gallon polymer mixing tank and a one horsepower (hp) chemical feed
pump with a 330 gallon tote of concentrated polymer fed through a ready to use make -down
unit used in conjunction with a small metering pump.
➢ Replacement of two 500 gallon polymer mixing tanks with two 200 gallon polymer tanks for
the Advanced Polymer Activation system and a one hp pump and spare 0.75 hp pump.
This permit is effective from the date of issuance through April 30, 2030, shall replace Permit No.
WQ0005207 issued on March 12, 2019, and is subject to the conditions and limitations therein. The
Permittee shall submit a renewal application no later than November 1, 2029.
Please pay attention to the monitoring requirements listed in Section IV for they may differ from
the previous permit issuance. Failure to establish an adequate system for collecting and maintaining the
required operational information may result in non-compliance.
The Division has removed the following permit condition since the last permit issuance dated
March 12, 2019:
➢ Old Condition IV.2 — The Division removed this condition because it is not applicable to this
facility.
EQ7> North Carolina Department of Environmental Quality j Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
mo
NORTH GAROLINI
�awm�mm F nrom�r.i m 919.707.9000

Mr. L. Carr Tyndall
March 18, 2024
Page 2 of 2
The following permit conditions are new or modified since the last permit issuance dated
March 12, 2019:
➢ Condition IIL5 — This condition requires the Permittee prevent direct cross -connections
between the closed -loop system and potable water systems, unless the Division has approved
the connection.
➢ Condition IIL6 — This condition requires the Permittee stop the production of effluent and
return the effluent to the treatment facility, store the effluent, or discharge the effluent to
another permitted wastewater treatment facility when recycling cannot occur.
➢ Condition IV.3 — The Division has modified the record keeping duration for this condition from
five years to eight years because this permit renewal shall be for eight years per 15A NCAC
02T .01I I(e).
➢ Condition IVA — The Division has modified the record keeping duration for this condition from
five years to eight years because this permit renewal shall be for eight years per 15A NCAC
02T .0111(e).
➢ Condition V.2 — The Division has modified the record keeping duration for this condition from
five years to eight years because this permit renewal shall be for eight years per 15A NCAC
02T .0111(e).
➢ Condition V1.10 —This condition requires the Permittee pay an annual fee for each year of the
term of this permit.
This permit can be contested as provided in Chanter 150B of the North Carolina General Statutes
by filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings (OAH) within 30 calendar days. Requirements for filing a Petition are set forth in Chanter 150B
of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Those
interested in filing may access additional information regarding the requirements for filing a Petition and
Petition forms at the OAH website or by calling the OAH Clerk's Office at [phone]. A party filing
a Petition shall serve a copy of the Petition on the Department of Environmental Quality's Office of General
Counsel at 1601 Mail Service Center, Raleigh, NC 27699-1601. If the party filing the Petition is not the
Permittee, then the party shall also serve the Permittee pursuant to G.S. 15013-23(a).
Included with this permit are Division -approved plans and specifications. If you need additional
information concerning this permit, please contact Leah Parente at [phone] or
le ah.narente (a,deu .nc. aov.
Sincerely,
DocuSigned by:
D1043082680C483...
Richard E. Rogers, Jr., Director
Division of Water Resources
cc: Jackson County Health Department (Electronic Copy)
Asheville Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
CLOSED -LOOP RECYCLE SYSTEM PERMIT
Pursuant to the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Jackson Paper Manufacturing Company
Jackson County
FOR THE
continued operation of a closed -loop recycle facility consisting of: a 2,015 gallon supply tank with a 50
horsepower (hp) primary clarifier supply pump and a 30 hp pump conveying excess water to the South
basin; a I10,000 gallon primary clarifier with a 7.5 hp underflow pump and a top mounted skimmer; a
500,000 gallon aeration basin with four 25 hp surface aerators and two 7.5 hp lift pumps; a 500 gallon tri-
sodium phosphate tank with a 1 hp chemical feed pump; a 13,500 gallon secondary clarifier with a 7.5 hp
underflow pump; a top mounted skimmer; a 330 gallon tote of concentrated polymer fed through a ready
to use make -down unit used in conjunction with a small metering pump; a 400 gallon scum tank with a 7.5
hp underflow pump; two 25,000 gallon sludge tanks with a 7.5 hp pump; a belt dewatering press with a 7.5
hp pump; two 200 gallon polymer tanks for the Advanced Polymer Activation System with a one hp pump
and a spare 0.75 hp pump; a 2,630 gallon seal water supply tank with two 25 hp discharge pumps; a 2,300
gallon belt press shower tank with one 10 hp motor; a 300,000 gallon basin with two 25 hp surface aerators
and two 75 hp water supply pumps; two 36,900 gallon boiler scrubber settling basins with two 30 hp
scrubber supply pumps; and all associated piping, valves, controls, and appurtenances; and the
continued operation of a sand filter basin recycle system consisting of. sand filters; a 30 hp pump; a 23,500
gallon basin with a 15 hp pump; a 300,000 gallon basin; and all associated piping, valves, controls, and
appurtenances
to serve the Jackson Paper Manufacturing — Sylva CLRS, with no discharge of wastes to surface waters,
pursuant to the application received on October 5, 2023, subsequent additional information received on
January 29, 2024, and in conformity with the Division -approved plans and specifications considered a part
of this permit.
This permit is effective from the date of issuance through April 30, 2030, shall replace Permit No.
WQ0005207 issued on March 12, 2019, and is subject to the following conditions and limitations:
WQ0005207 Version 5.0 Shell Version 230725 Page 1 of 7

I.
SCHEDULES
II.
1. If the permitted facilities change ownership or the Permittee changes its name, the Permittee shall
submit a permit modification request on Division -approved forms within 90 days of the change of
ownership. The Permittee shall comply with all terms and conditions of this permit until the Division
transfers the permit to the successor -owner. [G.S. 143-215.1(d3)1
2. The Permittee shall request renewal of this permit on Division -approved forms no later than November
1, 2029. [ 15A NCAC 02T .0105(b), 02T .0109. 02U .0105, 02U .0109]
PERFORMANCE STANDARDS
The Permittee shall operate and maintain the subject closed -loop recycle facilities so there is no
discharge to surface waters, nor any contravention of groundwater or surface water standards. In the
event the facilities do not perform as designed, including the creation of nuisance conditions due to
improper operation and maintenance, the Permittee shall take immediate corrective actions, including
Division -required actions, such as the construction of additional or replacement closed -loop recycle
facilities. [15A NCAC 02T .0108(b)(1)(A). 02U .0108]
2. This permit shall not relieve the Permittee of its responsibility for contravention of groundwater or
surface water standards resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)(A).
02U .0108]
3. The Permittee shall operate and maintain the permitted facilities pursuant to the following setbacks:
a. The Division permitted modifications to the treatment, storage, and recycle units on January 16,
1998, with an application received on December 1, 1997. The setbacks for treatment, storage, and
recycle units originally permitted or modified with an application received from February 1, 1993,
through August 31, 2006, are as follows (all distances in feet):
i. Each private or public water supply source:
100
ii. Surface waters:
50
In. Each well with exception of monitoring wells:
100
iv. Each property line:
50'
v. Nitrification field:
20
' Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[ 15A NCAC 02H .0219(i)(5)]
WQ0005207 Version 5.0 Shell Version 230725 Page 2 of 7

III. OPERATION AND MAINTENANCE
1. The Permittee shall operate and maintain the subject facilities as anon -discharge system. [15A NCAC
02U .0101]
2. The Permittee shall maintain an Operation and Maintenance Plan, which shall include:
a. A description of the operation of the system in sufficient detail to show what operations are
necessary for the system to function and who shall conduct the operations.
b. A description of the anticipated maintenance of the system.
c. Provisions for safety measures, including restriction of access to the site and equipment.
d. Spill control provisions that include response to upsets and bypasses, including control,
containment, and remediation; and contact information for personnel, emergency responders, and
regulatory agencies.
[15A NCAC 02U .0801(a)]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, the Permittee shall designate and employ a certified
Operator in Responsible Charge (ORC), and one or more certified operators as Back-up ORCs. The
ORC or its Back-up shall operate and visit the facilities as required pursuant to 15A NCAC 08G .0204
and 08G .0205.
At the time of this permit issuance, the WPCSOCC does not require an ORC and Back-up ORC for
Closed -Loop Recycle Systems. [ 15A NCAC 02T .0117. 02U .0117]
4. The Permittee shall prohibit public access to the treatment, storage, and recycle facilities. [15A NCAC
02U .0404(b)(1)]
5. If the Permittee uses potable water to supplement a closed -loop recycle water system, there shall be no
direct cross -connections between the closed -loop system and potable water systems, unless the
Division has approved the connection pursuant to 15A NCAC 18C .0406. [15A NCAC 02U
.0404(b)(2)]
6. The Permittee shall stop the production of effluent and return the effluent to the treatment facility, store
the effluent, or discharge the effluent to another permitted wastewater treatment facility when recycling
cannot occur. [15A NCAC 02U .0404(c)(1)]
7. The Permittee shall dispose of or utilize generated residuals in a Division -approved manner. [15A
NCAC 02T .1101. 02U .08021
8. The Permittee shall not divert or bypass untreated or partially treated recycle water from the subject
facilities. [15A NCAC 02T .0108(b)(1)(A). 02U .0108]
9. The Permittee shall provide a water -tight seal on all treatment, storage, and recycle units or provide
two feet of protection from the 100-year floodplain elevation. [ 15A NCAC 02U .0404(c)(5)]
10. The Permittee shall maintain a freeboard greater than two feet in the 300,000 gallon South basin and
the 300,000 gallon North basin. [15A NCAC 02U .0404(c)(6)]
11. The Permittee shall provide gauges to monitor freeboard levels in the 300,000 gallon South basin and
the 300,000 gallon North basin. These gauges shall have readily visible permanent markings, at inch
or tenth of foot increments, indicating the following elevations: the maximum liquid level at the top of
the temporary liquid storage volume, the minimum liquid level at the bottom of the temporary liquid
storage volume, and the lowest point on top of the dam. [15A NCAC 02U .0801(f)]
WQ0005207 Version 5.0 Shell Version 230725 Page 3 of 7

12. The Permittee shall establish and maintain a protective vegetative cover on all berms, pipe runs, erosion
control areas, surface water diversions, and earthen embankments (i.e., the outside toe of the
embankment to the maximum allowable temporary storage elevation on the inside of the embankment).
The Permittee shall remove all trees, shrubs, and other woody vegetation from earthen dikes and
embankments. The Permittee shall keep all earthen embankments mowed or otherwise controlled and
accessible. [15A NCAC 02U .0801(R)]
13. The Permittee shall test and calibrate metering equipment annually. [15A NCAC 02U .0801(d)]
IV. MONITORING AND REPORTING
1. The Permittee shall conduct and report any Division -required monitoring, including the monitoring of
groundwater, surface water or wetlands, waste, wastewater, residuals, soil, treatment processes, lagoon
or storage ponds, and plant tissue, if necessary to evaluate this facility's impact on groundwater and
surface water. [ 15A NCAC 02T .0108(c), 02U .0108]
2. The Permittee shall measure and record weekly to the nearest inch or tenth of a foot of freeboard (Le.,
the waste level to the lowest embankment elevation) in the 300,000 gallon South basin and the 300,000
gallon North basin. The Permittee shall maintain the weekly freeboard records for eight years and shall
make them available to the Division upon request. [ 15A NCAC 02T .0108(c), 02U .0108]
3. The Permittee shall maintain records of all residuals removed from this facility. The Permittee shall
maintain these records for eight years and shall make them available to the Division upon request.
These records shall include:
a. Name of the residuals hauler.
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals.
c. Residuals hauling date.
d. Volume of residuals removed.
[ 15A NCAC 02U .0802(b)]
4. The Permittee shall keep a log of all maintenance done at this facility. The Permittee shall maintain
this log for eight years and shall make it available to the Division upon request. This log shall include:
a. Visual observations of the plant and plant site.
b. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections, cleanings, etc.).
[ 15A NCAC 02U .0801(h)]
WQ0005207 Version 5.0 Shell Version 230725 Page 4 of 7

5. Noncompliance Notification:
The Permittee shall report to the Asheville Regional Office, telephone number [phone], within
24 hours of first knowledge of the following:
a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, structural, etc.) that makes the facility
incapable of adequate wastewater treatment.
c. Any facility failure resulting in a discharge to surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at the telephone number [phone]. All noncompliance notifications shall
file a written report to the Asheville Regional Office within five days of first knowledge of the
occurrence, and this report shall outline the actions proposed or taken to ensure the problem does not
recur. [15A NCAC 02T .0108(b)(1)(A). 02U .0108]
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the closed -loop
recycle facilities. [15A NCAC 02U .0801(i)]
2. The Permittee shall inspect the closed -loop recycle facilities to prevent malfunctions, facility
deterioration, and operator errors that may result in discharges of wastes to the environment, threats to
human health, or public nuisances. The Permittee shall maintain an inspection log that includes the
date and time of inspection, observations made, and maintenance, repairs, or corrective actions taken.
The Permittee shall maintain this inspection log for eight years from the date of the inspection and shall
make this log available to the Division upon request. [15A NCAC 02U .0801(h), 02U .0801(i)]
Division -authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the permitted closed -loop recycle facilities at any reasonable
time for determining compliance with this permit. Division -authorized representatives may inspect or
copy records maintained under the terms and conditions of this permit and may collect influent,
treatment process water, effluent, residual, soil, plant tissue, groundwater, or surface water samples.
[G. S. 143-215.3(a)(2)]
WQ0005207 Version 5.0 Shell Version 230725 Page 5 of 7

VL GENERAL
1. The Permittee's failure to comply with this permit's conditions and limitations may subject the
Permittee to a Division enforcement action. [G.S. 143-215.6A, 143-215.613, 143-215.6C]
2. This permit is effective only for the nature and volume of wastes described in the permit application
and Division -approved plans and specifications. [G.S. 143-215.1(d)]
3. There are no variances to administrative codes or general statutes governing the construction or
operation of the permitted facilities unless the Permittee specifically requested a variance in the
application and the Division approved the variance as noted in this permit's facility description. [15A
NCAC 02T .0105(b), 02U .0105]
4. This permit does not exempt the Permittee from complying with all statutes, rules, regulations, or
ordinances that other jurisdictional government agencies (e.g., local, state, and federal) may require.
[15A NCAC 02T .0108(b)(1)(A). 02U .0108]
5. The Permittee shall retain this permit and the Division -approved plans and specifications for the life of
the permitted facilities. [15A NCAC 02T .0105(o), 02T .0116(d). 02U .0105, 02U .0116]
6. The Permittee shall comply with all permit conditions and requirements until the proper closure of the
permitted facilities, or until another appropriate authority permits the facilities. [15A NCAC 02T
.0105(1), 02U .0105]
7. This permit is subject to revocation or modification upon 60-day notice from the Division Director in
whole or part for:
a. Violation of any terms or conditions of this permit or 15A NCAC 02U.
b. Obtaining a permit by misrepresentation or failure to disclose all relevant facts.
c. The Permittee's refusal to allow authorized Department employees upon presentation of
credentials:
I. To enter the Permittee's premises where a system is located or where the Permittee keeps any
Division -required records under the terms and conditions of this permit.
ii. To have access to any permit -required documents and records.
iii. To inspect any monitoring equipment or method as required in this permit.
iv. To sample any pollutants.
d. The Permittee's failure to pay the annual fee for administering and compliance monitoring.
e. A Division determination that the conditions of this permit conflict with the North Carolina
Administrative Code or General Statutes.
[ 15A NCAC 02T .0110, 02U .0110]
WQ0005207 Version 5.0 Shell Version 230725 Page 6 of 7

8. Unless the Division determines that the Permittee needs a permit modification for the construction of
facilities to resolve non-compliance with any environmental statute or rule, or the Division Director
grants a variance, expansion of the permitted facilities shall not occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.6B or under Federal law that would otherwise be
prosecuted under G.S. 143-215.6B, and the Permittee or any parent, subsidiary, or other affiliate of
the Permittee has abandoned or exhausted all appeals of this conviction.
b. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility in accordance with its permit
or 15A NCAC 02U.
c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty, and the Permittee or any parent, subsidiary, or other affiliate of the Permittee has
abandoned or exhausted all appeals of this penalty.
d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a permit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee pursuant to 15A NCAC 02T .0105(e)(2).
[ 15A NCAC 02T .0120(b). 02T .0120(d), 02U .0120]
9. Unless the Division Director grants a variance, the Division shall not renew this permit if the Permittee
or any affiliation has not paid an annual fee pursuant to 15A NCAC 02T .0105(e)(2). [15A NCAC 02T
.0120(c), 02T .0120(d), 02U .0120]
10. The Permittee shall pay an annual fee for each year of the term of this permit pursuant to the schedule
in G.S. 143-215.31)(a). The Permittee shall continue to pay annual fees for any facility operating on
an expired permit that the Division has not rescinded or revoked. [15A NCAC 02T .0105(e)(2). 02U
.0105]
Permit issued this the 18t1i day of March 2024
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
DocuSigned by: �J7
%7.�� / h02lt.�ct�L�
D1043082680C483... O"
Richard E. Rogers, Jr., Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0005207
WQ0005207 Version 5.0 Shell Version 230725 Page 7 of 7

FIGURE 1 — SITE MAP
Jackson Paper Manufacturing — Sylva CLRS
152 West Main Street?
Sylva, North Carolina 28779
z At
t
Wastewater Treatment Facility >i
Recycle Building �,�'�•- %- � -
? '# 4 -�' r► � V
fr
ice+ y # jl fR
North and South Basins
Permit Number: WQ0005207 Version 5.0

CONSTRUCTION PLANS
CLOSED LOOP RECYCLE SYSTEM
MINOR PROCESS MODIFICATIONS
BASIN LIFT PUMPS
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C100 SITE PLAN AND BASIN LIFT PUMP PLAN
OWNER:
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Docusign Envelope ID: AOOA3945-0511-4922-BD7B-59E3B3950937
I WithersRavenel
Our People. Your Success.
Jackson Paper Manufacturing Co.
Basin lift Pumps Specification
October 29, 2024
WithersRavenel Project No. 24-0444
RO/%^; Signed by:
�o oFESS/4C1AW�IIitS
SEAL
054923 =
C-D`
V°°NPR
Carolyn Hawkins, P.E.
WithersRavene'
84 Coxe Avenue, Suite 260 Asheville NC 28801 1 Office: 828.255.0313
Direct: 919.238.0325 1 Fax: [phone] www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro Pittsboro I Raleigh I Southern Pines I Wilmington

Docusign Envelope ID: AOOA3945-0511-4922-BD7B-59E3B3950937
October 29, 2024
4323 13.27
BASIN LIFT PUMPS
PART1 GENERAL
1.01. SCOPE OF WORK
A. CONTRACTOR shall furnish two (2) Summit 2196 ANSI 3 pumps, as shown on the Drawings
and as described in these specifications.
PART 2 PRODUCTS
2.01. BASIN LIFT PUMPS
A. 2196 ANSI 3 Pump Characteristics
1. Design Operating Point: 132 gpm flow, 39 feet head, 60.5 percent efficiency.
2. Impeller: 96M101G
3. Rotation Direction: Clockwise.
4. Operating Speed: 1200 rpm (maximum).
5. Electrical Characteristics: 230 volts ac, 3 phase, 60 Hz. 3 HP
6. Size: Within rated load driving pump at specified rpm.
7. Suction: 3 inch
8. Discharge: 2 inch
9. Motor frame: 213T
10. Motor enclosure: TEFC
PART 3 EXECUTION
3.01. EQUIPMENT INSTALLATION
A. Pump Installation
1. Pumping equipment and appurtenances shall be installed in the position indicated
and in accordance with the manufacturer's written instructions.
3.02. CONCRETE
A. Concrete shall be as specified on the Drawings.
3.03. PAINTING
A. Pumps and motors shall be thoroughly cleaned, primed, and given at least one finish coat
of high-grade paint for wet humid environmental conditions at the factory in accordance
with the recommendations of the manufacturer.
3.04. FIELD TESTING AND ADJUSTING EQUIPMENT
A. Operational Test
1. Prior to acceptance, an operational test of all pumps, drivers, and control system shall
be performed to determine if the installed equipment meets the purpose and intent
of the specifications. Tests will demonstrate that the equipment is not electrically,
Jackson Paper Manufacturing Company 24-0444 Section Number - Page 1 of 2
Closed Loop Recycle System Minor Modification - Basin Lift Pumps Horizontal Centrifugal Pumps

Docusign Envelope ID: AOOA3945-0511-4922-BD7B-59E3B3950937
October 29, 2024
mechanically, structurally, or otherwise defective; is in safe and satisfactory operating
characteristics. Prior to applying electrical power to any motor driven equipment, the
drive train shall be rotated by hand to demonstrate free operation of all mechanical
parts. Tests shall include checks for excessive vibration, leaks in all piping and seals,
correct operation of control systems and equipment, proper alignment, excessive
noise levels, and power consumption.
B. Retesting
1. If any deficiencies are revealed during any test, such deficiencies shall be corrected,
and the tests shall be reconducted.
END OF SECTION
Jackson Paper Manufacturing Company 24-0444 Section Number - Page 2 of 2
Closed Loop Recycle System Minor Modification - Basin Lift Pumps Horizontal Centrifugal Pumps

Docusign Envelope ID: AOOA3945-0511-4922-BD7B-59E3B3950937
_vVi thersRavenel
14 0 Our People. Your Success.
Design Calculations
Jackson Paper Pump Station
Jackson Paper Closed Loop Recycle System Permit Modification
Sylva, NC
Jackson Paper Manufacturing Company
152 West Main Street
Sylva, NC 28779
ATTN: Carr Tyndall
Signed by:
Cam- CARG�i�, r,AVb�IA �/. �aln/I�il� S
Prepared By: a oFESSion 9 b9Ij72 214469 .
WithersRavenel _ a`Q� -Y %I
84 Coxe Avenue, Suite 260 = SEAL =
Asheville, NC 28801 = 054923 =
Phone: [phone] -; °° ° °° c
License #: F-1479
24-0444 0�°yN
V.
October 14, 2024
Carolvn V. Hawkins. P.E.

Docuslgn Envelope ID AOOA3945-0511-4922-BD7B-59E3B3950937
%0 WithersRavenel
1/ D ..-
Headlass
Jackson Paper Pump Station
Jackson Paper Closed Loop Recycle System Permit Modification
Sylva, NC
Carolyn V Hawkins, P E
October 14, 2024
J \24\0444-Jackson Paper closed loop non -discharge wastewater permit\Utilities\02-
Permitting -Applications and Submissions\0203-DWQ\[Jackson Paper- Pump Station
Design xlsm]Headloss
Design pumping rate 133 gpm Total dynamic head 39ft
Pumps off elevation 2,04800 ft Static head 9 ft
Lead pump on elevato 2,04800ft Force main length 250ft
Additional system head In general this is used when a force main is tying into a pressurized main However, if this is the case you should probably be using modeling software to analyze the effects the pumping systems have on one another
New Pipe Old Pipe
Large Large Small Small New Old % Cumulative Cumulative Low High Additional New Pipe Old Pipe
Item Material Nominal Internal Nominal Internal Beginning Ending Pipe Reducer Pipe Pipe K Total Velocity New Old Friction Friction Static Static System Minimum Maximum Minimum Maximum
Diameter Diameter Diameter Diameter Station Station Length Length Quantity C Factor C Factor Value Flow Flow Velocity Head Headless Headless Loss 1 Loss 2 Elevation Head Head Head TDH 1 TDH 1 TDH 2 TDH 2
Pipe Entrance
Pipe
goo Bend
,Pipe
Tee(thou branch)
Pipe
190°Bend
Pipe
190°Bend
,Pipe
Tee(thou branch)�SUirless
Pipe
1225°Bend
Pipe
1225°Bend
1Pipe
1225°Bend
Pipe
190°Bend
,Pipe
190°Bend
,Pipe
190°Bend
Pipe
1225°Bend
,Pipe
I90°Bend
Pipe
190°Bend
1Pipe
Pipe Exit
Stainless SCH80
2 00 in
2 16 in NA NA NA
216 in1 NA NA 0+00
216inl NA NA NA
216ini NA NA k.0+00
216 in� NA NA NA
216 inj NA NA 0+01
216inl NA NA NA
216 in1 NA NA 0+01
216 inj NA NA NA
216 inj NA NA 0+03
216 inj NA NA NA
320 inj NA NA 0+04
320 inj NA NA NA
320 inj NA NA 1+30
320 inj NA NA NA
320 inj NA NA 1+43
320ini NA NA NA
320 in � NA NA 1+61
320 in1 NA NA NA
320 in NA NA 1+71
320 inj NA NA NA
320 inj NA NA 1+71
320 inj NA NA NA
320 inNA NA 1+81
320 inj NA NA NA
3Kin 1 NA NA 1+91
320inl NA NA NA
320 in� NA NA k.2+17
320 in NA NA NA
320 inj NA NA 2+29
320 inl NA NA NA
0+00
NA NA 1
NA
NA
050
100%
133 gpm
1168 ft/s
2 12 ft
106 ft
106 ft
106 ft
1 06 ft
2,048 00 ft
0 00 ft
0 00 ft
0 00 ft
106 ft
106 ft
106 ft
106 ft
Stainless SCH80
200 in
0+00
1ft NA NA
NA NA 1
110
100
NA
100%
133 gpm
1168 ft/s
212 ft
047ft
056 ft
153ft
162 ft
2'04933 ft
133 ft
133 ft
000ft
286 ft
286ft
295 ft
295ft
Stainless SCH80
200 in
0+00
NA
NA
057
100%
133 gpm
1168 ft/s
212 ft
121 ft
121 ft
274ft
283 ft
2,04933 ft
133ft
133 ft
000ft
407 ft
407ft
416 ft
416ft
Stainless SCH80
200m
0+01
0+01
1ft NA NA
NA NA 1
110
100
NA
100%
133 gpm
1168 ft/s
212 ft
047ft
056 ft
321ft
339 ft
2,04933 ft
133 ft
133 ft
000ft
454 ft
454ft
472 ft
472ft
Stainless SCH80
200 in
NA
NA
114
100%
133 gpm
1168 ft/s
212 ft
241ft
241 ft
562ft
580 ft
2,04933 ft
133ft
133 ft
000ft
695 ft
695ft
713 ft
713ft
Stainless SCH80
200 in
0+01
0+01
1ft NA NA
NA NA 1
110
100
NA
100%
133 gpm
1168 ft/s
212 ft
047ft
056 ft
609ft
636 ft
2,05067 ft
267ft
267ft
000ft
876 ft
876ft
903 ft
903ft
Stainless SCH80
200in
NA
NA
057
100%
133 gpm
1168 ft/s
212 ft
121 ft
121 ft
730ft
757 ft
2,05067 ft
267ft
267ft
000ft
996 ft
996ft
1023 ft
1023ft
Stainless SCH80
200 in
0+03
0+03
2ft NA NA
NA NA 1
110
100
NA
100%
133 gpm
1168 ft/s
212 ft
070ft
084 ft
800ft
841 ft
2,05067 ft
267ft
267ft
000ft
1067 ft
1067ft
1108 ft
1108ft
Stainless SCH80
200 in
NA
NA
057
100%
133 gpm
1168 ft/s
212 ft
121 ft
121 ft
921ft,
962 ft
2,05067 ft
267ft
267ft,
OOOft,
1187 ft
1187ft
1228 ft
1228ft,
Stainless SCH80
200 in
0+04
0+04
1ft NA NA
NA NA 1
110
100
NA
100%
133 gpm
1168 ft/s
212 ft
035ft
042 ft
956ft
1004 ft
2,05067 ft
267ft
267ft
000ft
1223 ft
1223ft
1270 ft
1270ft
200 in
NA
NA
114
100%
133 gpm
1168 ft/s
212 ft
241ft
241 ft
1197ft
1245 ft
2,05067 ft
267ft
26711
000ft
1464 ft
1464ft
1512 ft
1512ft
300 in
1+30
126 ft NA NA
NA NA 1
110
100
NA
100%
133 gpm
531 ft/s
044 ft
651ft
777 ft
1849ft
2022 ft
2,05067 ft
267ft
267ft
000ft
2115 ft
2115 ft
2289 ft
2289ft
300 in
1+30
NA
NA
029
100%
133 gpm
531 ft/s
044 ft
013ft
013 ft
1861ft
2035 ft
2,05067 ft
267ft
267ft
OOOft
2128 ft
2128ft
2301 ft
2301ft
Stainless SCH80
300 in
1+43
1+43
13 ft NA NA
Ni NA 1
110
100
NA
100%
133 gpm
531 ft/s
044 ft
067ft
080 ft
1929ft
2115 ft
2,05067 ft
267ft
267ft
000ft
2195 ft
2195ft
2381 ft
2381ft
Stainless SCH80
300 in
NA
NA
029
100%
133 gpm
531 ft/s
044 ft
013ft
013 ft
1941ft
2127 ft
2,05067 ft
267ft
267ft
000ft
2208 ft
2208ft
2394 ft
2394ft
Stainless SCH80
300 in
1+61
1+61
18 ft NA NA
NA NA 1
110
100
NA
100%
133 gpm
531 ft/s
044 ft
093ft
111 ft
2034ft
2238 ft
2,05067 ft
267ft
267ft
000ft
2301 ft
2301ft
2505 ft
2505ft
Stainless SCH80
300m
NA
NA
029
100%
133 gpm
531 ft/s
044 ft
013ft
013 ft
2047ft
2251 ft
2,05067 ft
267ft
267ft
000ft
2314 ft
2314ft
2518 ft
2518ft
Stainless SCH80
300 in
1+71
1+71
10 ft NA NA
NA NA 1
110
100
NA
100%
133 gpm
531 ft/s
044 ft
052ft
062 ft
2099ft
2313 ft
2,05067 ft
267ft
267ft
OOOft
2365 ft
2365ft
2579 ft
2579ft
Stainless SCH80
300 in
NA
NA
054
100%
133 gpm
531 ft/s
044 ft
024ft,
024 ft
2122ft
2336 ft
2,05067 ft
267ft,
267ft
000ft
2389 ft
2389ft
2603 ft
2603ft
Stainless SCH80
300 in
1+71
1+71
3ft NA NA
NA NA 1
110
100
NA
100%
133 gpm
531 ft/s
044 ft
016ft
018 ft
2138ft
2355 ft
2,05367 ft
567ft
567 ft
OOOft
2705 ft
2705ft
2922 ft
2922ft
Stainless SCH80
300 in
NA
NA
054
100%
133 gpm
531 ft/s
044 ft
024ft
024 ft
2161ft
2378 ft
2,05667 ft
867ft
867ft
000ft
3028 ft
3028ft
3245 ft
3245ft
Stainless SCH80
300 in
1+81
1+81
10 ft NA NA
NA NA 1
110
100
NA
100%
133 gpm
531 ft/s
044 ft
052ft
062 ft
2213ft
2440 ft
2,05667 ft
867ft
867ft
000ft
3080 ft
3080ft
3307 ft
3307ft
Stainless SCH80
300 in
NA
NA
054
100%
133 gpm
531 ft/s
044 ft
024ft
024 ft
2237ft
2464 ft
2,05667 ft
867ft
867ft
000ft
3103 ft
3103ft
3330 ft
3330ft
Stainless SCH80
300 in
1+91
1+91
10 ftj NA I NA
NA NA 1
110
100
NA
100%
133 gpm
531 ft/s
044 ft
052ft
062 ft
2288ft
2525 ft
2,05667 ft
867ft
867ft
000ft
3155 ft
3155ft
3392 ft
3392ft
Stainless SCH80
300 in
NA
NA
029
100%
133 gpm
531 ft/s
044 ft
013ft
013 ft
2301ft.
2538 ft
2,05667 ft
867ft
867ft
000ft
3168 ft
3168ft
3405 ft
3405ft
Stainless SCH80
300m
2+17
26 ft NA NA
NA NA 1
110
100
NA
100%
133 gpm
531 ft/s
044 ft
134ft
160 ft
2436ft
2698 ft
2,05667 ft
867ft
867ft
000ft
3302 ft
3302ft
3565 ft
3565ft
Stainless SCH80
300in
2+17
NA
NA
054
100%
133 gpm
531 ft/s
044 ft
024ft.
024 ft
2459ft
2722 ft
2,05667 ft
867ft
867ft
000ft
3326 ft
3326ft
3589 ft
3589ft
Stainless SCH80
300m
2+29
2+29
12 ft NA NA
NA NA 1
110
100
NA
100%
133 gpm
531 ft/s
044 ft
062ft
074 ft
2521ft
2796 ft
2,05667 ft
867ft
867ft
000ft
3388 ft
3388ft
3663 ft
3663ft
Stainless SCH80
300 in
NA
NA
054
100%
133 gpm
531 ft/s
044 ft
024ft
024 ft
2545ft
2820 ft
2,05667 ft
867ft
867ft
OOOft
3411 ft
3411ft
3686 ft
3686ft
Stainless SCH80
300 in
2+44
2+44
15 ft NA NA
NA NA
110
100
NA
100%
133 gpm
531 ft/s
044ft
078ft
092 ft
2622ft
2912 ft
2,05667 ft
867ft
867ft
OOOft
3489 ft
3489ft
3779 ft
3779ft
Stainless SCH80
300m
NA
NA
100
100%
133 gpm
531 ft/s
044 ft
044ft
044 ft
2666ft
2956 ft
2,05667 ft
867ft
867ft
OOOft
3533 ft
3533ft
3822 ft
3822ft

Docusign Envelope ID: AOOA3945-0511-4922-BD7B-59E3B3950937
Company:
Name:
Date: 08/14/2024
SUMMIT,
PUMP, Inc
Size:
2x3-10 Dimensions:
Type:
2196 ANSI Suction:
Synch Speed:
1200 rpm Discharge:
Dia:
10 in
Curve:
---
Impeller:
96M 101 G
Flow:
Head
None
132 US gpm Near Miss:
39 ft Static Head
Flow:
133 US gpm
Head:
39.6 ft
Eff:
60.5%
Power:
2.2 hp
NPSHr:
2.17 ft
Speed: 1150 rpm
ur
Shutoff Head: 47.3 ft
Shutoff dP: 20.5 psi
Min Flow: 59.2 US gpm
BEP: 60.6% @ 132 US gpm
NOL Power:
3 hp @ 191 US gpm
Curve ---
Max Power:
3 hp @ 191 US gpm
10 in
40
30
m
x
20
bin
45
Name:
Water
3 in SG:
1
Vapor Pressure:
0.256 psi a
2 in Density:
62.4 Ib/ft3
Atm Pressure:
14.7 psi a
Viscosity:
1.1 cP
Temperature:
60 °F
Margin Ratio:
1
Pump Limits:
Temperature:
---
Sphere Size:
---
Wkg Pressure:
---
--- Motor:
0 ft
Standard:
NEMA
Size:
3 hp
Enclosure:
TEFC
Speed:
1200 rpm
Frame:
213T
Sizing Criteria:
Max Power on
Design Curve
45 -
10
56 \
►0 60.6V \
/ Ou
` 55
\ \
\ 3 hp
\ ` / 2 Ilp
1.51ip
50 \ � \
sn�� \ 1 hp
0.76 hp
P
U 2 i
40 0 8 i
160 120
1a0 10b 180 US gpm
Flow
Speed
Head
Efficiency
Power
NPSHr
US gpm
rpm
ft
%
hp
ft
158
1150
35.9
57.3
2.5
3.68
132
1150
39.7
60.6
2.19
2.13
106
1150
42.7
57.6
1.98
2.76
79.2
1150
45.3
51.4
1.76
3
52.8
1150
---
---
---
---
Selected from catalog: Summit 2196 ANSI.60, Vers 24.2

Docusign Envelope ID AOOA3945-0511-4922-BD7B-59E3B3950937
10 WithersRavenel
Our people. Yaur Suaess.
Pump
Jackson Paper Pump Station
Jackson Paper Closed Loop Recycle System Permit Modification
Sylva, INC
Carolyn V. Hawkins, P.E.
October 14, 2024
J:\24\0444-Jackson Paper closed loop non -discharge wastewater permit\Utilities\02-Permitting - Applications and Submissions\02.03-DWQ\[Jackson Paper - Pump Station Design.xlsm]Pump
PUMP CURVE(S).
#
Series
Resulting
Resulting
%
Reduced
Reduced
Calculated
Calculated
Flow
Head RPM
Units Parallel
Flow
Head
RPM
Flow
Head
Variables
Flow
Head
Difference
0 gpm
47.2 ft 3,535
2
Parallel
0 gpm
47.2 ft
100%
0 gpm
47.2 ft
A=
-5.53E-09
0 gpm
47.21 ft
0.0
40 gpm
47.0 ft 3,535
2
Parallel
80 gpm
47.0 ft
100%
80 gpm
47.0 ft
B=
-1.40E-04
80 gpm
47.05 ft
-0.1
80 gpm
45.2 ft 3,535
2
Parallel
160 gpm
45.2 ft
100%
160 gpm
45.2 ft
C=
9.32E-03
160 gpm
45.08 ft
0.1
120 gpm
41.2 ft 3,535
2
Parallel
240 gpm
41.2 ft
100%
240 gpm
41.2 ft
D=
4.72E+01
240 gpm
41.28 ft
-0.1
160 gpm
35.6 ft 3,535
2
Parallel
321 gpm
35.6 ft
100%
321 gpm
35.6 ft
321 gpm
35.61 ft
0.0
192 gpm
29.9 ft 3,535
2
Parallel
383 gpm
29.9 ft
100%
383 gpm
29.9 ft
383 gpm
29.89 ft
0.0
Input Values
PU M P CU RV E TABLE
Calculated Values
Manufacturer
Manufacturer
Check Values
Model
Model
Impeller Dia
Impeller Dia
Motor HP
Motor HP
500ft
450ft
400ft
350ft
300ft
250ft
200ft
150ft
100ft
50ft
OOft
y = -5 53E-09x3 - 1 40E-04x2 + 9 32E-03x + 4 72E+01
R2 = 1 00E+00
NO
0 gpm 50 gpm 100 gpm 150 gpm 200 gpm 250 gpm 300 gpm 350 gpm 400 gpm 450 gpm
A= -5.53E-09 -5.53E-09
B= -1.40E-04 -1.40E-04
C= 9.32E-03 9.32E-03
D= 4.72E+01 4.72E+01
1 Pump 2 Pumps in Parallel
PUMP CURVE TABLE
gn pumping rate 133 gpm
I dynamic head 39 ft
c head 9 ft

Docusign Envelope ID: AOOA3945-0511-4922-BD7B-59E3B3950937
40 WithersRavenel
Our People. Your Success.
System Curve - Head Curve
Jackson Paper Pump Station
Jackson Paper Closed Loop Recycle System Permit Modification
Sylva, NC
Carolyn V. Hawkins, P.E.
October 14, 2024
J:\24\0444-Jackson Paper closed loop non -discharge wastewater permit\ Util ities\02- Permitting - Applications and Submissions\02.03-
DWQ\[Jackson Paper - Pump Station Design.xlsm]System Curve - Head Curve
Flow Range - Lowl 0 gpm
Flow Range - Highl 192 gpm
Flow
Low
Static
Head
High
Static
Head
New Pipe
Minimum Maximum
TDH TDH
Old Pipe
Minimum Maximum
TDH TDH
0 gpm
9 ft
9 ft
9 ft
9 ft
9 ft
9 ft
19 gpm
9 ft
9 ft
9 ft
9 ft
9 ft
9 ft
38 gpm
9 ft
9 ft
11 ft
11 ft
11 ft
11 ft
57 gpm
9 ft
9 ft
14 ft
14 ft
15 ft
15 ft
77 gpm
9 ft
9 ft
18 ft
18 ft
19 ft
19 ft
96 gpm
9 ft
9 ft
23 ft
23 ft
24 ft
24 ft
115 gpm
9 ft
9 ft
29 ft
29 ft
31 ft
31 ft
134 gpm
9 ft
9 ft
36 ft
36 ft
39 ft
39 ft
153 gpm
9 ft
9 ft
44 ft
44 ft
47 ft
47 ft
172 gpm
9 ft
9 ft
53 ft
53 ft
57 ft
57 ft
192 gpm
9 ft
9 ft
62 ft
62 ft
68 ft
68 ft
Flow
Manufacturer
Model
Impeller Dia
Motor HP
Manufacturer
Model
Impeller Dia
Motor HP
1 Pump
2 Pumps in Parallel
0 gpm
47 ft
47 ft
19 gpm
47 ft
47 ft
38 gpm
47 ft
47 ft
57 gpm
47 ft
47 ft
77 gpm
47 ft
47 ft
96 gpm
47 ft
47 ft
115 gpm
46 ft
46 ft
134 gpm
46 ft
46 ft
153 gpm
45 ft
45 ft
172 gpm
45 ft
45 ft
192 gpm
1 44 ftj
44 ft

Docusign Envelope ID: AOOA3945-0511-4922-BD7B-59E3B3950937
40 WithersRavenel
Our People. Your Success.
System Curve - Head Curve
Jackson Paper Pump Station
Jackson Paper Closed Loop Recycle System Permit Modification
Sylva, NC
Carolyn V. Hawkins, P.E.
October 14, 2024
J:\24\0444-Jackson Paper closed loop non -discharge wastewater permit\ Util ities\02- Permitting - Applications and Submissions\02.03-
DWQ\[Jackson Paper - Pump Station Design.xlsm]System Curve - Head Curve
System Curve V/S Pump Curve
so
70 OL
60
t'
50 /
1
x
A 40 /
r
30 /i/
20 /
10
0
0 gpm 50 gpm 100 gpm 150 gpm
Flowrate (gpm)
--* — New Pipe Mrmmum TDH
♦ Old Pipe M-- TDH
t Manufacturer Model Impeller Dia Motor HP 1 Pump
♦ Design Condition
— �,— — New Pipe M--- TDH
200 gpm 250 gpm
t Old Pipe Maxanum TDH
—� Manufacturer Model Impeller Dia Motor HP 2 Pumps in Parallel