WQ0003380_Modification_20210628

Initial Review
Reviewer Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.)*
r Yes r No
Permit Number (IR)* WQ0003380
Applicant/Permittee Georgia-Pacific Wood Products LLC
Applicant/Permittee Address 139 BreWngton Rd Dudley NC 28333
Is the owner in BIMS? r Yes r No Is the facility in BIMS? r Yes r No
Owner Type Organization
Facility Name Georgia-Pacific - Dudley Plywood Facility CLRS
County Wayne
Fee Category Closed -Loop Recycle
Is this a complete
application?*
c Yes r No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Does this need review bythe hydrogeologist?* r Yes r No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount $110
Complete App Date 06/28/2021
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

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Rease provide information on the person to be contacted by N B Staff regarding electibnittal, confirmation of receipt, other
.......................................................... electronic surece, aner correspondence.
_ -
Name * Brandy Turley
Email Address*
[e-mail]
Project Information
........ .....................................................................................................................................................
Application/Document Type* r New (Fee Req ui red)
c Modification - Major (Fee Required)
r Renewal with Major Modification (Fee
Required)
r Annual Report
r Additional Information
r Other
Phone Number*
9197050526
O Modification - Minor
C Renewal
C GW-59, NDMR, NDMLR, NDAR-1,
NDAR-2
r Residual Annual Report
r 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://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
r Wastewater Irrigation
r High -Rate Infiltration
r Other Wastewater
r Reclaimed Water
r Closed -Loop Recycle
r Residuals
r Single -Family Residence Wastewater
r Other
Irrigation
Permit Number:*
WQ0003380
Fbs Current Existing permt number
Applicant/Permittee *
Georgia-Pacific Wood Products LLC
Applicant/Permittee Address*
139 Brewington Rd Dudley NC 28333
Facility Name *
Georgia-Pacific - Dudley Plywood Facility CLRS
Please provide comments/notes
on your current submittal below.
Fee sent with paper copy to NCDEQ
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 Rans, Specifications, Calculations, Rc.)
GP Dudley Ply Closed Loop Recycle Major Mod June
21.26MB
2021.pdf
toload only 1 FLFdocurrent (less than 250 M3). Multiple docurrents rrust be combined into one R7Ffile unless file is larger than
upload linit.
* V 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 6/28/2021

Adt�k Georgia-Pacific
Georgia-Pacific Wood Products LLC
Dudley Plywood Facility
139 Brewington Road
Dudley, NC 28333
Certified Mail # 7018 1130 0000 0054 0334
June 18, 2021
Mr. Nathaniel Thornburg —Unit Program Manager
North Carolina Department of Environmental Quality
Division of Water Resources
Water Quality Permitting Section
Non -Discharge Permitting Unit
RE: Georgia-Pacific Wood Products LLC, Dudley Plywood Plant
Closed Loop Recycle Permit Major Modification Application —Two Vat Addition
Permit Number: WQ0003380 V4.1; Wayne County
Mr. Thornburg:
Enclosed is the major modification application package (original and two copies) for the addition of two
new 19,003-gallon vats to the Dudley Plywood's Closed Loop Recycle Permit.
The currently permitted seven vats recycle water through the currently permitted surge basin. The two
additional vats will utilize this same system.
The facility's current Residuals Management Plan will not change with the addition of the new vats but
is included for application completeness. A Power Reliability Plan was not created for this addition since
the vats would stop operations with the loss of power with no continued water flow.
If you have any questions or need additional information, please contact Brandy Turley at (919) 705-
0526 or via email at [e-mail].
Sincerely,
Michael Golden
Plywood Plant Manager

Aitk Georgia-Pacific
Georgia-Pacific Wood Products LLC
Dudley Plywood Facility
139 Brewington Road
Dudley, NC 28333
Attachments: Application Fee Check Number 0909977597
Major Modification Application CLRS 06-16
North Carolina Business Registration
Legal documentation of ownership
Drawing index
Engineering Plans
Site map — In engineering drawings
Operation and Maintenance Plan — Red line version
Residuals Management Plan
Existing permit— Red line
Threatened or Endangered Aquatic Species Documentation

State of North Carolina
F) Department of Environmental Quality WRDivision of Water Resources
15A NCAC 02T .1000 — CLOSED -LOOP RECYCLE SYSTEMS
Division of Water Resources 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
.01.00, 15A NCAC 02T .1000, Division Policies and good engineering 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 rvebsite
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 original and two copies of the application and supporting 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):
® 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
Project Fees.
C. Closed -Loop Recycle Systems (FORM: CLRS 06-16) Application (All 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 I.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 d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The facility name in Item II.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 Engineer.
® 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(c), 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 System Renewal (FORM: NDSR) application.
➢ Certain existing closed -loop facilities may be deemed permitted under Rule 15A NCAC 02T. 1003. Follow the instructions in
the Closed -Loop Recycle System Rescission Request (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., GIS, 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

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 801 percentile and a minnnum 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(b)(1), submit standard size and 11 x 17-inch engineering plan sets that have been signed, sealed and
dated by a North Carolina licensed Professional Engineer, 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(b)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer, and shall include at a minimum:
® Table of contents with each section/page numbered.
® Detailed specifications for each treatment/storage/recycle unit, as well as all piping, valves, equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, 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 liner 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 Engineer, and shall include at a miniinum:
❑ Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.I. 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

I. 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 Engineer and/or Professional Land Surveyor, 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 cut sheet annotations may be submitted.
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 15A 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 (All Application Packages with new, expanding or replacement wastewater treatment systems):
® Per 15A NCAC 02T. I 004(g) and.] 008, 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

M. Additional Documentation:
➢ Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) and .1004 e , 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 (All 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
(i.e., 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 01 C .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.
➢ Floodway 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 (NOs-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/Special Delivery:
512 N. SALISBURY ST.
RALEIGH NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: CLRS 06-16 & SUPPORTING DOCUMENTATION Page 4 of

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources ISA NCAC 02T .1000 — CLOSED -LOOP RECYCLE SYSTEMS
FORM: CLRS 06-16
1. Applicant's name: Georgia-Pacific Wood Products LLC
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
3. Signature authority's name: Michael Golden per 15A NCAC 02T .0106(b) Title: Plant Manager
4. Applicant's mailing address: 139 Brewington Road
City: Dudley State: NC Zip: 28333-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. FACILITY INFORMATION:
1. Facility name: Georgia-Pacific Wood Products LLC
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 15A NCAC 02T .1003? ❑ Yes or ® No
If yes, discontinue use of this form and complete the Closed -Loop Recycleystem Rescission Request (FORM: CLRSRR)
3. Facility type: Major (> 10,000 GPD or> 300 disposal acres)
4. Facility's physical address: 139 Brewington Road
City: Dudley State: NC Zip: 28333- County: Wayne
5. Wastewater Treatment Facility Coordinates (Decimal Degrees): Latitude: 35.258764' Longitude:-78.032250'
Datum: Unknown Level of accuracy: Unknown Method of measurement: Navigation quality GPS
6. USGS Map Name:
III. CONSULTANT INFORMATION:
1. Professional Engineer: Donald Baker License Number: 16942 Firm: Don Baker Engineering LLC
Mailing address: 89 Grandwater Drive
City: Suwanee State: GA Zip: 30024-
Phone number: 770) 403-4527 Email Address: [e-mail]
2. Soil Scientist: License Number: Firm:
Mailing address:
City: State: Zip: -
Phone number: (_) _- Email Address: _
3. Geologist: License Number:
Mailing address:
City: State: Zip: -
Phone number: (_) _- Email Address: _
Firm:
FORM: CLRS 06-16 Page 1 of 7

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100:
1. Application type: ❑ New ® Major Modification ❑ Minor Modification
If a modification, provide the existing permit number: WQ0003380 and most recent issuance date: October 29, 2018
2. Application fee: $110 -Major Modification
3. Does this project utilize public monies or lands? [:]Yes or Z 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 permits/certifications applicable to the subject facility?
Permit/Certification
Date
Submitted
Date
Approved
Permit/Certification
Number
Agency Reviewer
Collection System (Q > 200,000 GPD)
NA
Dam Safetv
NA
Erosion & Sedimentation Control Plan
NA
Nationwide 12 / Section 404
NA
Pretreatment
NA
Sewer System
NA
Stormwater Management Plan
NA
Wetlands 401
NA
Other: Industrial users wastewater
survey and permit application - City of
Goldsboro NC
7/20/18
5. What is the wastewater type? ❑ Domestic orF1 Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes or ® No
Has a wastewater chemical analysis been submitted? ❑ Yes or ® No
6. Wastewater flow: 38,006 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'
No. of Units
Flow
Operational vat holding capacity
19,003 gal/GPD
2
38,006 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0114(b), (d), fen and (e)(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

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100 (continued):
8. What is the nearest 100-year flood elevation to the facility? 157 feet mean sea level. Source: FEMA
IAre any treatment, storage or disposal facilities located within the 100-year flood plain? ❑ Yes or ® No
�D If yes, which facilities are affected and what measures are being taken to protect them against flooding?
If yes; has the Applicant submitted written documentation of compliance with. 143 Article 21 Part 6? ❑ Yes m ❑ 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 Heritage 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: Not applicable for this
r1? oL
If yes, complete the following table (NOTE — This table may be expanded for additional wells):
Well Name
Status
Latitude a
Longitude a
Gradient
Location
Select
0-
Select
Select
Select
0-
Select
Select
Select
0-
Select
Select
Select
0-
Select
Select
Select
-
Select
Select
a 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)(2)? ❑ Yes or ® No
V. CLOSED -LOOP RECYCLE FACILITY DESIGN CRITERIA —15A NCAC 02T .1005:
How does the Applicant propose to prohibit public access to the closed -loop recycle facilities? Guard and gate at facility
entrance
2. Is potable water proposed to supplement the closed -loop recycle system? ❑ Yes or ® 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

---> 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 ® N/A
FORM: CLRS 06-16 Page 4 of 7

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, ❑ N/A — To be permitted
separately, or ❑ N/A — 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 ® N/A
8. Provide the requested treatment unit and mechanical equipment information:
a. TREATMENT:
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft) /
Spacings (in)
Volume
(allons)
Plan Sheet
Reference
Specification
Reference
Vat _T
2
Geogia-Pacific Wood
Products LLC
69'4'x10'9"x18'
19,003
342-152-F-
024-03
b. PUMPS
Location
No. of
Pumps
Purpose
Manufacturer /
Type
Capacity
Plan Sheet
Reference
Specification
Reference
GPM
TDFI
Vat 8 Infeed
1
Water circulation
Vaughan
610
43
Appendix C
Vat 9 Infeed
1
Water circulation
Vaughn
610
43
Appendix C
c. BLOWERS
Location
No. of
Blowers
Units Served
Manufacturer /
Type—
Capacity
(CFM)
Plan Sheet
Reference
Specification
Reference
d. MIXERS
Location
No. of
Mixers
Units Served
Manufacturer /
T e
Power
(h)
Plan Sheet
Reference
Specification
Reference
e. RECORDING DEVICES & RELIABILITY
Device
No. of
Units
Location
Manufacturer
Maximum
Ca acit
Plan Sheet
Reference
Specification
Reference
FORM: CLRS 06-16 Page 5 of 7

VI. EARTHEN STORAGE IMPOUNDMENT DESIGN CRITERIA —15A NCAC 02T .1.005:
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
8. 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 ❑ N/A
(� —D 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 ❑ N/A
9. 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:
❑ ClayElSynthetic
Top of embankment elevation:
ft
❑ Other
I ❑ Unlined
Liner hydraulic conductivity:
x - cm/s
Freeboard elevation:
ft
Hazard class:
Select
Toe of slope elevation:
ft
Designed freeboard:
ft
Impoundment bottom elevation:
ft
Total volume:
ft3
gallons
Mean seasonal high water table depth:
ft
Effective volume:
ft3
gallons
Embankment slope:
Effective storage time:
days
Top of dam water surface area:
ft2
Plan Sheet Reference:
Freeboard elevation water surface area:
ft2
Specification Section:
Bottom of impoundment surface area:
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

VII. SETBACKS —15A NCAC 02T .1006:
1. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .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•ivaivers been -yritten, notarized and signed by all parties involved and recorded ith 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 N/A):
Setback Parameter
Treatment /
Stora e Units
Any habitable residence or place of assembly under separate ownership or not to be maintained as part
of the projectsite
NA
Any private or public water supply source
NA
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
190
Any well with exception of monitoring wells
430
Any property line
340
FORM: CLRS 06-16 Page 7 of 7

Professional Engineer's Certification:
I Donald W. Baker attest that this application for
(Professional Engineer's name from Application Item III.1.)
Georgia-Pacific Wood Products LLC
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the 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 143-215.6B, 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:
Applicant's Certification per 15A NCAC 02T .0106(b):
I,
6/15/2021
(Signature Authority's name & title from Application Item I.3.)
(Facility name from Application Item I1.1.)
that this application for
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 wastewaterTacilrty wit out
proper closrue, does noi"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 .0105(e).
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 cr rlialties up to $25,000 per violation.
Signature:
igd� - Date: Ors e�
�
r
FORM: CLRS 06-16 Page 8 of 7

Att�k Georgia-Pacific
Georgia-Pacific Wood Products LLC
Dudley Plywood Facility
139 Brewington Road
Dudley, NC 28333 .
Georgia-Pacific Wood Products LLC
Dudley Plywood
WQ0003380
Non -Discharge System Major Modification
Form: CLRS 06-16
The following information supplements Section III and the Applicant's Certification for Georgia-
Pacific wood products LLC's Major Modification Application for permit number WQ0003380
* Georgia-Pacific Wood Products LLC is an indirect subsidiary of Georgia-Pacific LLC and part of
the Georgia-Pacific family of companies, which includes approximately 200 manufacturing
facilities in the United States. Georgia-Pacific LLC is an independently managed and operated
company, which is ultimately owned by Koch Industries, Inc., a private company headquartered
in Wichita, Kansas. For purposes of the response in Section III and the certification in the
attached application, we have limited our responses to Georgia-Pacific LLC and its subsidiaries
and added a knowledge qualifier.

ueor+�ia-Pacific
Closed Loop Wastewater Recycle System Modification
Permit No. 0000u
f• l '' Plywood P 1
• Brewington[: •
Dudley, 28333
Page I 1

Contents
Section1: Introduction........................................................................................:......................................3
Section 2: Summary of Modifications to the Existing Hot Water Recycle System.....................................3
Section 3: Log Heating Process, Both Existing and New Vats....................................................................4
Section 4: Hot Water Recirculation System...............................................................................................4
Section 5: Water Recycle System with Reclaim.........................................................................................4
Section 6: Electrical power and controls....................................................................................................5
Section 7: Quality and Integrity of Finished Product.................................................................................6
Section8: Water Balance...........................................................................................................................6
APPENDICES
Appendix A: Plans and General Arrangements for New Construction
Appendix B: Pump Calculation Isometric
Appendix C: Pump TDH Calculations
Appendix D: Manufacturer's Information
Appendix E: Equipment Specifications
Page 12

Section 1: Introduction
The Georgia-Pacific GP) Dudley Plywood LLC facility currently operates seven log soaking vats under Permit
Number WQ0003380 that was issued by the North Carolina Department of Environment and Natural
Resources (NCDENR) on October 29, 2018 for the Closed -Loop Recycle System. This document was
prepared to describe the planned modification to the existing permitted Closed -Loop Recycle System.
Section 2: Summary of Modifications to the Existing Hot Water Recycle
Syste m
The proposed improvements include adding two new vats, two circulation pumps, two new heat exchangers
and a surrounding moat to the existing vat system. The new moat will be tied into the existing moat and no
modifications or improvements will be made or are required to the existing vat water reclaim system.
The existing vat water recycle system consists of seven vats, seven water heating systems, one continuous
moat system surrounding the seven vats, and one reclaim system to clean the vat water from the seven
vats. After the installation of the two new vats, the system will consist of nine vats, nine water heating
system, one continuous moat system surrounding the nine vats, and one unchanged reclaim system to clean
the vat water from the nine vats. No additional capacity is required at the reclaim system to allow this
system to continue to function as designed.
The system will remain closed loop, meaning no water will be discharged to the environment or to a
wastewater treatment facility.
Plans for the new vat construction are presented in the Appendix A. The Appendix A plan sheets include the
following:
Drawing Number
342-152-G-101-01
342-152-G-101-02
342-152-G-101-03
342-152-G-101-04
342-152-G-101-05
342-152-D-005-01
342-152-F-024-01
342-152-F-024-02
342-152-F-024-03
285-012-GP-028-01
Description
Cover Sheet
Dudley Vats 8 & 9 Project Site Plan
Dudley Vats 8 & 9 Arrangement
Dudley Vats 8 & 9 Existing Conditions
Dudley Vats 8 & 9 Site Layout
Dudley Vats 8 & 9 Vat Water Heating System Piping and Instrumentation Diagram
Dudley Vats 8 & 9 General Notes and Concrete Notes
Dudley Vats 8 & 9 Foundation Plan
Dudley Vats 8 & 9 Concrete Sections
Vat Heat Exchanger Standard 7 Run — Assembly & Details
Page 13

Section 3: Log Heating Process, Both Existing and New Vats
To ;produce quality plywood, it is essential to heat the logs before peeling them into veneer sheets that are
later bonded together to form plywood.
Logs sent to the vats are referred to as blocks. Blocks are full length trees that have been cut into lengths of
8 feet. Approximately 1,100 blocks are processed each 24-hour period through each vat. Once a block
enters the vat, it travels on the bottom of the vat from the vat infeed to the vat outfeed by a system of
internal drag chains. Blocks typically soak for approximately 8 hours at approximately 200 degrees 'F.
Section 4: Hot Water Recirculation System
The water contained in the vat remains at approximately 200' degrees F, as it is recirculated through a heat
exchanger and back to the vat through a closed loop continuous process. The water system for the new
vats, as detailed in drawing 342-152-D-005-01, consists of the concrete vat, a water recirculation pump, a
heat exchanger, and the connecting piping system. The new concrete vat drawing, pump data, and heat
exchanger drawing can be found herein the Appendix.
The Pump Calculation Isometric is presented in Appendix B. The pump total dynamic head calculations are
presented in Appendix C. The pump selected to circulate the hot water is a 15 horsepower Vaughan Model
HE4S6, which is rated for 625 gpm at 43' total dynamic head. The total dynamic head calculations include
the friction losses through the 6" diameter steel piping, all valves and fittings, as well as all pipe and fittings
in the heat exchanger. Based on an operating temperature of 200 degrees 'F, the water density used in the
calculations was 60.14 Ibs/ft2 (60°F water density is 62.4 Ibs/ft2).
Section 5: Water Recycle System with Reclaim
This section will provide details of the connection and operation between the new moat and existing reclaim
system. The current permitted reclaim system will remain unchanged with the addition of the new vats. The
new moat general arrangement is detailed on drawing 342-152-F-024-02.
The two new vats will be constructed with a moat that surrounds them. The new moat will tie into the
existing moat that surrounds the existing seven vats. The hot water circulated within a vat will drain through
the 12-inch drain valves on each end of the vat into the moat to remove the water and debris (bark and pine
fiber) from within the vat. The new moat floor will be sloped to drain the water and debris from the new
moat, into the existing moat, and to the existing moat sump, where it will be pumped over to the reclaim
system. After pumping the water from the moat to the reclaim, the moat is empty until the next time water
is drained from a vat.
The reclaim system consist of a drum style screen, a solids containment area, and a multi section water
containment area. The water pumped from the moat enters the drum style screen. The screen separates
the solids from the water, diverting the clean water into the hot water section of the water containment
and diverting the solids into the solid's containment area.
The solids containment is sloped to allow any residual water in the solids to drain back to a sump pump that
pumps the water and any solids back to the screen. The sump pump is controlled by a floating switch which
Page 14

activates at a set level. The solids are then allowed to sit long enough to dry and then are removed from the
system and either burned at the on -site wood -fired boiler or beneficially reused at an off -site location.
The hot water section of the reclaim system has a heat exchanger and a pump that circulates the water in a
closed loop. When the empty vat is ready to be refilled or if a vat needs additional water, a pump located at
the hot water section fills the vat through the refill piping as detailed on drawing 342-152-D-005-01.
If the hot water section of the reclaim and the vat moat is full, water is diverted from the hot water section
through the circulation pump into the cold -water section of the reclaim water containment.
The cold -water section is used to store water only when there is no room in the vats, moat, or hot water
section. The cold -water section is also used to hold excess water generated from the dryer department,
glue line department, or from excess collection of rainwater. The water in this section is kept low to be able
to hold all seven vats in any emergency.
Each one of the pumps within this Section has a spare onsite in case of failure. Drive belts and pumps are
changed out when they fail. There is enough containment capacity in each system to allow for 10 or more
hours for repairs or pump replacement.
Section 6: Electrical power and controls
The new Vats will utilize power from the existing MCC 3A to operate the water recirculation pumps
P-009 detailed on drawing 342-152-D-005-01. The on/off operation of the pump will be a push button
switch located in the existing operator control panel. The pumps will remain on circulating water until
maintenance down days when they will be turned off.
The vat fill valve is a 6" ACO-V type, which is detailed on drawing 342-152-D-005-01 and will be controlled
by push buttons located in an existing operator control panel. When the vat has been completely drained,
or when additional water is needed to maintain operational limits, the operator will push the valve open
button to open the valve and increase the water level within the vat. When the water level is at an
acceptable operational level, the operator will push the close valve button to close the valve.
The vat drain valves is a 12" ACO-V type, which is detailed on drawing 342-152-D-005-01 and will be
controlled by push buttons located in an existing operator control panel. When water levels need to be
lowered or completely drained, the operator will push the valve open button to open the valve allowing the
water to drain. When the vat has completely drained or water lowered to an acceptable level, the operator
will push the valve close button to close the valve.
Page 15

Section 7: Quality and Integrity of Finished Product
During construction, the . oncrete used to construct the new vats will be subject to testing as detailed on -
drawing 342-152-F-024-01 to ensure the quality of construction. After construction has been completed the
vat will be filled with water and held for twelve hours before operations can begin. During this time visual
inspections of the system will take place to look for visible leaks and the water level within the vat will be
marked and check for any loss of elevation at the end of the twelve-hour period.
Section 8: Water Balance
Through operation of the existing system, the actual makeup water demand has been determined. During
warm weather, makeup water is required due to evaporation of water from the moat system. The sources
of makeup water are from the dryer process, the glue line process, and two onsite groundwater wells.
Vats one through seven have a total depth of nine feet. Eight feet is the normal operating water level;
however, the vats will occasionally operate at lower water levels as water evaporates from the system. The
water level is monitored and once it drops to approximately 6 feet makeup water is added.
Makeup water is available from the cold -water storage area of the solids reclaim system. The cold -water
storage area has a total water capacity of approximately 432,000 gallons. This storage area always remains
at a low level, and the storage area's primary function is to provide emergency storage for dumping all vats.
Residual water from the dryer process is discharged to the storage area at approximately 15,000 gallons per
week, and this water is used for makeup water to the vats. If needed, additional water can be obtained
from the glue line process and/or the two onsite groundwater wells. The glue line process can provide up to
24,000 gallons per week. Water from this process is utilized to supplement the makeup water needs during
warmer months. The groundwater wells are rarely used for make-up purposes at this system.
In summary, during warmer months, makeup water is provided to the vat system at a rate of approximately
39,000 gallons per week, or approximately 5,571 gallons per vat each week. During colder weather, makeup
water needs are reduced to approximately 15,000 gallons per week, or 2,143 gallons per week per vat.
The proposed two new vats are smaller than the existing vats. Each existing vat has a maximum water
volume of 23,494 gallons during operation. The new vats will each have a total volume of 19,003 gallons
during operation. Each new vat has 81 percent of the existing vats water volume. The makeup water for
each new vat will be less than the existing vats. During warmer months, approximately 4,512 gallons per
week will be required for each vat, and during colder months approximately 1,736 gallons per week.
In summary, with the addition of the new vats, the total makeup water needs will increase to approximately
48,024 gallons per week during warmer months and approximately 19,286 gallons per week during colder
months.
The End
Page 16

Appendix A: Construction Plans

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Appendix B: Pump Calculation Isometric

Appendix C: Pump TDH Calculations

:�?``':' Llrlrncrtrirc�cl IRelrcrhrlrty
'PERFORMANCE FORMANCE CURVE
160
140
120LL
0
0
4
20
Models:
HE4S6
PE4S6 11
Back Pull -Out Casing
3-131ade Impeller
4" Discharge
6" Suction
0 50 100
CURVE
POWER
HPIKW
SPEED
RPM
IMPELLER
DIAMETER
A
50 / 37
1775
11.80" 300 mm
B
40 / 30
1775
11.30'' 287 mm
C
30 / 22
1765
10.60" 269 mm
D
25 / 18.5
1770
10.00" 254 mm
E
20 / 15
1760
9.50" 241 mm
F
15 / 11
1765
8.80" (224 mm)
DO NOT OPERATE PUMP IN DOTTED PORTION OF CURVES. PUMPS MAY
EXCEED HP SHOWN IF OPERATED IN DOTTED PORTION OF CURVE. CURVES
ARE SUBJECT TO CHANGE WITHOUT NOTICE. EFFICIENCIES SHOWN ARE
NOMINAL BOWL. GUARANTEED MINIMUM EFFICIENCIES PER H.I. LEVEL A.
CAPACITY (CUBIC METERS PER HOUR)
150 200 250 300 350 400
48
42
36
W
30 W
W
24 U
z
}
18
O
F-
6
0
0 200 400 600 800 1000 1200 1400 1600 1800
CAPACITY (U.S. GALLONS PER MINUTE) Form V370-4S2-1750 10115
i
A
35%
r �
' 40 % 45%
B
60%
70%
C
r
68
65%
i

Vat Pump Flow Calculations
Pipe Fittings and Valves
Loss Factor K is the number of velocity heads (V^2 / 2g) lost by flow though a fitting or valve.
Input
Fitting Quantity N
Standard Fitting
Factor K
N*K
Elbow, 90 deg long radii
0,45
0
0.000
Elbow, 90 deg short rad
0.75
38
28.500
Elbow, 45 deg long radii
0.20
0
0.000
Elbow, 45 deg short rad
0.35
0
0.000
Bend, 180 deg close ret
1.50
0
0.000
Tee, branch blocked
1.00
0
0.000
Tee, used as elbow
1.00
0
0.000
Coupling
0.04
0
0.000
Union
0.04
0
0.000
Gate Valve, full open
0.17
0
0.000
Gate Valve, 3/4 open
0.90
0
0.000
Gate Valve, 1/2 open
4.50
0
0.000
Gate Valve, 114 open
24.0
0
0.000
Glob Valve, full open
6.00
2
12.000
Glob Valve, 1/2 open
9.50
0
0.000
Y or Blow -off, open
3.00
0
0.000
Butterfly valve angle, 5
0.24
0
0.000
Butterfly valve angle, 10
0.52
0
0,000
Butterfly valve angle, 20
1.54
0
0.000
Butterfly valve angle, 40
10.50
0
0,000
Butterfly valve angle, 60
118.0
0
0.000
Check valve, swing
2.00
1
2.000
Check valve, disk
10.0,
0
0.000
Check valve, ball
70.0
0
0.000
Number
of fittings, £N =
41
42.500
=£(N*K)
GP Dudley Vat Addition Page 2

Vat Pump Flow Calculations
Smooth Pipe - turbulent flow friction f
Input
Fluid flow rate, q =
400.0
gpm
Pipe internal diameter, d =
6.000
in
Roughness, e =
0.0018
ft
Length of straight pipe, L =
630 —
ft
Fluid viscosity, p =
0.00000634
ft^2/sec
Fluid density, p =
60.14
Ibs/f A3
Gravitational constant, g =
32.2
ft/sec^2
Output
Pipe internal diameter, D = d/12
= 0.5000
ft
e I d= 0.0036
Pipe internal area, A= 3.1416*D^2/4
= 0.1964
ft^2
Fluid flow volume, Q = q 1448.831
= 0.891
ft^3/sec
Fluid flow velocity, V = Q I A
= 4.539
ft/sec
Fluid mass density, pm = p 132.2
= 1.8675
slugs/ftA3
Reynolds number, Re = D * V * pm I µ
= 668,495
= 6.685E+05
Smooth Pipe turbulent flow friction factor, f = .316 1 (Re A 0.25)
= 0,0111
Darcy Weisbach pressure head loss, hL = f * (LID) * (VA2 I (2 * g)
= 4.45
ft
Straight Pipe flow friction pressure drop, AP = pm * g * hL
= 267.87
Ibs/ft^2
Straight Pipe flow friction pressure drop, Ap = AP 1144
= 1.860
psi
TOTAL VALVE & FITTING PRESSURE HEAD LOSS
Input
Fluid flow rate, q =
400.0
gpm
Pipe internal diameter, d =
6.000
in
IlbS/ftA
Fluid density, p =
60.14
3
Output
Pipe internal diameter, D = d/12
= 0.5000
ft
Pipe internal area, A= 3.1416*DA2/4
= 0.1964
ft^2
Fluid flow volume, Q = q 1448.831
= 0.891
ft^3/sec
Average fluid flow velocity, V = Q / A
= 4.539
ft/sec
Input
Sum of velocity head factors above, ENK = 42.500
Output
Sum of fitting head loses, hF = F(N*K) * (V12 / (2*g))
= 13.60 ft
Fitting flow friction pressure.drop, AP = p * hL
= 817.63 Ibs/ft^2
Fitting flow friction pressure drop, !gyp = AP 1144
= 5.678 psi
TOTAL PIPE, VALVE, & FITTING PRESSURE HEAD LOSS
Static Head
Input loss from above. Input
Suction Head +10'
Sum of straight pipe head loses from above, h = 4.45 ft
Discharge Head +10'
Sum of fitting head loses, hF = 13.60 Ift
Difference Between Suction
Output
Head and Discharge Head -1'
TOTAL Pipe and Fittings pressure drop, H = h + hF
Therefore, Suction and
= 18.05 ft
Discharge Head Balance
GP Dudley Vat Addition Page 3

Vat Pump Flow Calculations
Smooth Pipe - turbulent flow friction f
Input
Fluid flow rate, q =
600.0
gpm
Pipe internal diameter, d =
6.000
in
Roughness, e =
0.0018
ft
i Png±h of strvight pipe, L =
630
ft .
Fluid viscosity, u =
0.00000634
ftA2/sec
Fluid density, p =
60.14
Ibs/ftA3
Gravitational constant, g =
32.2
ft/secA2
Output
Pipe internal diameter, D = d/12
= 0,5000
ft
e / d= 0.0036
Pipe internal area, A= 3.1416*DA2/4
= 0.1964
ftA2
Fluid flow volume, Q = q 1448.831
= 1,337
ftA3lsec
Fluid flow velocity, V = Q / A
= 6.808
ftlsec
Fluid mass density, pm = p 132.2
= 1,8675
slugs/ftA3
Reynolds number, Re = D ` V * pm I µ
= 1,002,743
= 1.003E+06
Smooth Pipe turbulent flow friction factor, f = .316 / (Re A0.25)
= 0.0100
Darcy Weisbach pressure head loss, hL = f * (LID) * (VA2 / (2 * g)
= 9.06
ft
Straight Pipe flow friction pressure drop, AP = pm * g * hL
= 544.60
IbsIftA2
Straight Pipe flow friction pressure drop, Ap = AP 1144
= 3.782
psi
TOTAL VALVE & FITTING PRESSURE HEAD LOSS
Input
Fluid flow rate, q =
600.0
gpm
Pipe internal diameter, d =
6.000
11bS/ftA
in
Fluid density, p =
60.14
3
Output
Pipe internal diameter, D = d/12
= 0.5000
ft
Pipe internal area, A= 3.1416*DA2/4
= 0.1964
ftA2
Fluid flow volume, Q = q 1448.831
= 1.337
ftA31sec
Average fluid flow velocity, V = Q / A
= 6.808
ft/sec
Input_
Sum of velocity head factors above, ENK = 42.500 � I
Output
Sum of fitting head loses, hF = i(N*K) * (VA 2/ (2*g))
= 30.59
ft
Fitting flow friction pressure drop, AP = p * hL
= 1839.68
Ibs/ftA2
Fitting flow friction pressure drop, Ap = AP 1144
= 12.776
psi
TOTAL PIPE, VALVE, & FITTING PRESSURE HEAD LOSS
Static Head
Input loss from above. Input
Suction Head +10'
Sum of straight pipe head loses from above, h =
9.06 �ft
Discharge Head +10'
Sum of fitting head loses, hF =
30.59 eft
Difference Between Suction
Output
Head and Discharge Head -1'
TOTAL Pipe and Fittings pressure drop, H = h + hF
Therefore, Suction and
= 39.65
ft
Discharge Head Balance
GP Dudley Vat Addition Page 4

Vat Pump Flow Calculations
Smooth Pipe - turbulent flow friction f
Input
Fluid flow rate, q = 800.0
gpm
Pipe internal diameter, d = 6.000
in
Roughness, e = 0.0018
It
Length of straight p'pe, L -1630
ft
Fluid viscosity, p = 0.00000634
ftA2/sec
Fluid density, p = 60.14
Ibs/ft13
Gravitational constant, g = 32.2
ft/see2
Output
Pipe internal diameter, D = d112
= 0.5000
ft
e 1 d= 0.0036
Pipe internal area, A= 3.1416*DA2/4
= 0.1964
ftA2
Fluid flow volume, Q = q 1448.831
= 1.782
ftA3/sec
Fluid flow velocity, V = Q / A
= 9.078
ft/sec
Fluid mass density, pm = p 132.2
= 1.8675
slugs/ftA3
Reynolds number, Re = D * V * pm / µ
= 1,336,991
= 1.337E+06
Smooth Pipe turbulent flow friction factor, f = .3161 (Re A0.25)
= 0.0093
Darcy Weisbach pressure head loss, hL = f * (LID) * (VA2 / (2 * g)
= 14.98
ft
Straight Pipe flow friction pressure drop, AP = pm * g * hL
= 900.99
Ibs/ftA2
Straight Pipe flow friction pressure drop, Ap = AP / 144
= 6.257
psi
TOTAL VALVE & FITTING PRESSURE HEAD LOSS
Input
Fluid flow rate, q = 80,0
gpm
Pipe internal diameter, d = 6.000
in
Fluid density, p = 60.14
Ibs/ftA3
Output
Pipe internal diameter, D = d/12
= 0.5000
ft
Pipe internal area, A= 3.1415*DA2/4
= 0.1964
ftA2
Fluid flow volume, Q = q 1448.831
= 1.782
ftA3/sec
Average fluid flow velocity, V = Q / A
= 9.078
ft/sec
Input
Sum of velocity head factors above, ENK = 42.500
Output
Sum of fitting head loses, hF = E(N*K) * (VA21(2*g))
= 54,38
ft
Fitting flow friction pressure drop, OP = p * hL
= 3270.54
Ibs/ftA2
Fitting flow friction pressure drop, Ap = OP 1144
= 22.712
psi
TOTAL PIPE, VALVE, & FITTING PRESSURE HEAD LOSS
Input loss from above. Input_
Sum of straight pipe head loses from above, h = 14.98 �ft
Sum of fitting head loses, hF = 54.38 ft
Output
TOTAL Pipe and Fittings pressure drop, H = In + hF
= 69.36 ft
Static Head
Suction Head +10'
Discharge Head +10'
Difference Between Suction
Head and Discharge Head -1'
Therefore, Suction and
Discharge Head Balance
GP Dudley Vat Addition
Page 5

Vat Pump Flow Calculations
Smooth Pipe -turbulent flow friction f
Input
Fluid flow rate, q =
1000.0
gpm
Pipe internal diameter, d =
6.000
Roughness, e =
0.0018
ft
Length of straight. pipe, L =.53p
ft:.
Fluid viscosity, p =
0,00000634
ft^2/sec
Fluid density, p =
60.14
Ibs/ft^3
Gravitational constant, g =
32.2
ft/sec^2
in
Output
Pipe internal diameter, D = d112
= 0.5000
ft
e / d= 0.0036
Pipe internal area, A= 3.1416*DA2/4
= 0.1964
ft^2
Fluid flow volume, Q = q / 448.831
= 2.228
ft^3/sec
Fluid flow velocity, V = Q I A
= 11,347
ft/sec
Fluid mass density, pm = p / 32.2
= 1.8675
slugs/ft^3
Reynolds number, Re = D * V * pm I µ
= 1,671,239
= 1.671 E+06
Smooth Pipe turbulent flow friction factor, f = .316 / (Re^0.25)
= 0.0088
Darcy Weisbach pressure head loss, hL = f * (L/D) * (VA2 / (2 * g)
= 22.14
ft
Straight Pipe flow friction pressure drop, AP = pm * g * hL
= 1331.41
Ibs/ft^2
Straight Pipe flow friction pressure drop, Ap = AP 1144
= 9.246
psi
TOTAL VALVE & FITTING PRESSURE HEAD LOSS
Input
Fluid flow rate, q =
1000.0
gpm
Pipe internal diameter, d =
6.000
in
Fluid density, p =
60.14
Ibs/ft^3
Output
Pipe internal diameter, D = d/12
= 0.5000
ft
Pipe internal area, A= 3.1416*DA214
= 0.1964
ft^2
Fluid flow volume, Q = q / 448,831
= 2.228
ft^3lsec
Average fluid flow velocity, V = Q / A
= 11.347
ft/see
Input
Sum of velocity head factors above, iNK = 42.500 1
Output
Sum of fitting head loses, hr = i(N*K) * (V^2 / (2*g))
= 84.97
ft
Fitting flow friction pressure drop, AP = p * hL
= 5110,21
Ibs/ft^2
Fitting flow friction pressure drop, Op = OP / 144
= 35.488
psi
TOTAL PIPE, VALVE, & FITTING PRESSURE HEAD LOSS
Input loss from above. Input
Sum of straight pipe head loses from above, h = 22.14 ft
Sum of fitting head loses, hF=,64.97 ft
Output
TOTAL Pipe and Fittings pressure drop, H = h + hF
= 107.11 ft
Static Head
Suction Head +10'
Discharge Head +10'
Difference Between Suction
Head and Discharge Head -1'
Therefore, Suction and
Discharge Head Balance
GP Dudley Vat Addition
Page 6

Appendix D: Manufacturer's Information

wJ ITT
ENGINEERED FOR LIFE

CF37 Heavy Duty Knife Gate Valve
Figure C37 with energized cored packing.
Energized cored packing is standard with 6" (DN 150) and larger
C37 valves and all F37 valves.
Fabr ':'ulve Figures �3, -and F37"are some of the rr t ro ' I r
knife gate valve configurations.` Figure C37 khife gate valves
through 24", feature a heavy duty, rugged one-piece cast body,
chest and flanges (except 5", which is fabricated — F37). Sizes
larger than 24" are fabricated from heavy plate. The Figure C/F37
is available in all stainless steel (designated "S") or with alloy steel
wetted parts and carbon steel external parts (designated "R").
In sizes 1.5" through 24", the "S" and the "R" share the same
solid cast body. Sizes larger than 24" feature fabricated bodies
configured to the service conditions. The Figure C/F37 is available
with the widest range of seats in the industry including: integral
metal, replaceable hardfaced metal, rubber "D" ring, replaceable
rubber, polyurethane, UHMW-P, and PTFE. Standard body
materials include 304, 316, and 317L stainless steel. Special alloys
such as 254 SMO® are also available. Special flange drillings are
also available.
All Figure C/F37 knife gate valves with handwheels include a
provision for a locking device. Consult factory for details.
Specifications
Size Range
1.5" — 96"
Pressure Rating
1.5" — 24": 150 psi (10.3 bar) CWP (cold working pressure)
25" —48": Designs available in 50 psi (3.5 bar), 100 psi
(6.9 bar) or 150 psi (10.3 bar) CWP
Larger than 48": Manufactured to customer specification
Temperature Rating
1.5" — 48" 450°F (232°C).
Service temperatures above 400°F (204°C) require high
temperature fasteners. Specify service temperature on paperwork.
Consult factory for sizes larger than 48"(DN 1200) and for service
temperatures up to 1500°F (816°C).
Flange Drilling
ANSI 125/150
Testing
Every Fabri-Valve Figure C/F37 valve is fully tested prior to
shipment. Testing includes a body shell test, a seat test and
a cycling test to insure proper functioning of moving parts.
Additional testing is also available. Please let us know your
requirements.
Standard Shell test:
• Hydro test at 1.5 times the rated CWP (cold working
pressure) —Zero allowable leakage
Standard Seat test:
• Metal Seat: Hydro test at 40 psi (2.8 bar) and at the rated CWP
• Resilient Seat: Hydro test at 15 psi (1 bar) and rated CWP

Pressure/Temperature Ratings
The tables below are the Maximum Pressure/Temperature Ratings for the metallic components only. When checking pressure/
temperature ratings, check the temperature rating and chemical compatibility of the packing material and, if applicable, the resilient
seat material. In a majority of knife gate valve designs, the temperature limit or the chemical compatibility of the seat and/or packing
material determines the practical pressure/temperature limitations.
Figure C37
PressurelTemperature Rating - psi
Temp
Cast
304
Cast
304L
Cast
316
Cast
316L
Cast
317L
Cast WCB
A-216
Cast
DI
°F
°C
150
66
150
150
150
150
150
150
150
200
93
142
142
150
150
135
150
150
250
121
135
135
142
142
128
150
147
300
1491
129
129
134
134
121
1 150
143
350
1 1771
123
123
128
128
116
150
139
400
2041
118
118
1 123
123
112
150
135
450
2321
114
114
1 118
118
108
150
131
500
2601
111
111
114
114
105
150
127
600
316
104
104
108
108
100
150
119
700
3711
101
101
104
104
96
142
800
4271
96
96
100
100
92
103
900
4821
93
99
57
1000
538
89
97
21
1100
593
64
76
1200
649
41
46
13001
704
28
29
1400
760
20
20
1500
816
15
14
Metal Seat
• Single integral metal seat
1.5" — 24" 40cc / minute / inch of valve size
25" — 48" 60cc / minute / inch of valve size
Above 48" Consult Factory
• Single hardfaced integral metal seat
1.5" — 24" 80cc / minute / inch of valve size
25" — 48" 120cc / minute / inch of valve size
Above 48" Consult Factory
• Dual metal seats
Consult factory. All sizes.
• Single hardfaced replaceable metal seat
1.5" — 24" 80cc / minute / inch of valve size
Above 24" Consult Factory
Resilient Seat
• Single "Y ring, or single replaceable resilient seat
(excluding PTFE)
Zero leakage. All sizes.
• Dual seats
Consult Factory. All sizes.
• Single replaceable PTFE seat
Consult Factory. All sizes.
Figure F37
Pressure/Temperature
Rating - psi
Tem
304
304L
316
316L
317L
A 36
A516Gr70
°F
-C
150
66
150
133
150
133
150
150
150
200
93
133
114
141
113
135
137
150
250r23
126
108
133
107
128
135
150
300
120
102
124
101
121
133
150
350
115
98
119
97
116
131
150
400
110
93
114
93
112
128
150
450
107
90
110
90
108
125
150
500
260
103
87
106
87
105
121
150
600
316
97
82
101
83
100
111
150
700
371
94
80
97
80
96
108
142
800*
427*
89
77
93
77
92
103.
900*
482*1
87
92
57
1000*
538*
83
1 90
21
1100*
593*
78
1 88
1200*
649*
49
1 59
1300*
704*
30
33
1400*
760*1
18
18
1500*
816*1
11
10
* "R" Series valves have external, non -wetted, carbon steel components.
Standard " R" Series valves are limited to 700*F (371*C); however
alternate " R" Series constructions are available to 1000°F (538°C)
NOTE: Each valve is identified by Size -Figure -Series -etc. The
"How To Order" section explains the Valve Model Codes.
i
Metal seated knife gate valves are seat tested at 40 psid (2.8 bar)
in the preferred flow direction. When pressure falls below the
40 psid (2.8 bar) test pressure, less force is pushing the gate
into the seat, which may result in additional seat leakage. When
improved low-pressure shutoff performance is required, optional
chest buttons and/or centerline buttons should be specified.

• "D" Ring Seat
• Lever Operator
• Dual Seats
• Poly Replaceable Seats
• UHMW Replaceable Seats
• PTFE Replaceable Seats
• Rubber Replaceable Seats
• Hard Faced Replaceable Seats
• Elastomer Replaceable Seats
• Hard Faced Gate Edge
• Hard Gate Material
• Nickel-TFE Coated Gate
Epoxy Coating
• Thru Drilled Flanges
• Flush Ports
• Chest Buttons: Not available 2"-6"
• Centerline Buttons
• Backing Ring
• Extra Wedges
• V-Port
• Cast Ni-Hard Deflection Cones
Available 3"-16"
• Fabricated Deflection Cones
• Locking Devices
limensions:or r
• Live Loaded Packing
• Self -Supporting Yokes
• Alternate Flange Drilling
• Bevel Gear
• Chainwheels
• Cylinder Actuators
• Electric Actuators
• Ratchet
• Extended Stems
• Gate Support Strips
• Rod Boots
Valve Size
TABLE 1 DIMENSION Inches (mm) Figure C37 with HANDWHEEL OR CYLINDER
Weight"
Inches
DN
A
C
D
H*
J
K
L
M
N
P
R
S
T
V
W
lb
k
2
50
HW
2.112 CYL
3.114 CYL
HW
2.1/2 CYL
3.1/4 CYL
2.1/2 CYL
3.1/4 CYL
2
(51)
6
(152)
318
(10)
2
518-11NC
4
4-314
(121)
3-5/8
(92)
4
(102)
1116
(2)
9116
(14)
1-718
(48)
17
8
13-11116
(348)
18.318
(467)
16-718
(429)
8
(203)
3
(76)
4
(102)
318-18
114-18
3
80
HW
2.1/2 CYL
3-114 CYL
HW
2.112 CYL
3.114 CYL
2.1/2 CYL
3.1/4 CYL
3
(76)
7-112
(191)
13/32
(10)
2
5/8-11 NC
4
6
(152)
5
(127)
4
(102)
1116
(2)
9/16
(14)
2
1 (51)
21
10
16-7/16
(418)
20-718
(530)
19-3/8
(492)
8
(203)
3
(76)
4
(102)
318-18
114-18
4
100
HW
3.1/4 CYL
4 CYL
HW
3.114 CYL
4 CYL
3.114 CYL
4 CYL
4
(102)
9
(229)
13132
(10)
2
518.1INC
8
7-1/2
�(191)
6.3/16
(157)
4
(102)
1/16
(2)
11116
(17)
2
(51)
30
14
19.3116
(487)
22-118
(562)
22-7/8
(581)
8
(203)
4
(76)
4-1/2
(114)
114-18
318-18
6
150
HW
4 CYL
6 CYL
I HW
4 CYL
6 CYL
4 CYL
6 CYL
6
(152)
11
(279)
7/16
(11)
2
314-10NC
8
9-1/2
(241)
8-112
(21 6)
7-318
(187)
1/16
(2)
518
(16)
2-1/4
(57)
75
34
25-5/16
(643)
28-7/8
(733)
29.1/4
(743)
10
(254)
4-112
(114)
6-1/2
(165)
3/8-18
3/8-18
8
200
HW
6 CYL
8 CYL
HW
6 CYL
8 CYL
6 CYL
8 CYL
8
(203)
13-1/2
(343)
518
(16)
2
3/4-10NC
8
11-3/4
(298)
10-518
(270)
7-318
(187)
1/16
(2)
13116
(21)
2.3/4
(70)
94
45
32-518
(829)
35-13116
(910)
36-5116
(922)
12
(305)
6-112
(165)
8-5/8
(219)
3/8-18
318-18
10
250
HW
8 CYL
10 CYL
HW
8 CYL
10 CYL
8 CYL
10 CYL
10
(254)
16
(406)
112
(13)
4
7I8-9NC
12
14.1/4
(362)
12-314
(324)
7-318
(187)
118
(3)
15116
(24)
2-314
(70)
126
57
37-314
(959)
41.7116
(1053)
42-3116
(1072)
16
(406)
8-518
(219)
10-718
(276)
318.18
1/2-14
12
300
HW
8 CYL
10 CYL
HW
8 CYL
10 CYL
8 CYL
10 CYL
12
(305)
19
(483)
112
(13)
4
718-9NC
12
17
(432)
15
(381)
7-112
(191)
3/16
(5)
1
(25)
3
(76)
177
80
44-9/16
(1132)
48
(1219)
48-3/4
(1238)
16
(406)
8-518
(219)
10-7I8
(276)
318-18
1/2-14
14
350
HW
12 CYL
14 CYL
HW
12 CYL
14 CYL
12 CYL
14 CYL
13.114
(337)
21
(533)
7/16
(11)
4
1-8NC
12
18.314
(476)
16-114
(413)
7-3/4
(197)
3116
(5)
15116
(24)
3
(76)
215
98
49-1/4
(1251)
54-1/16
(1373)
55-3116
(1402)
20
(508)
12.3/4
(324)
14.314
(375)
112.14
3/4-14
16
400
HW
12 CYL
14 CYL
HW
12 CYL
14 CYL
12 CYL
14 CYL
15.1/4
(387)
23-1/2
(597)
9116
(14)
6
1-8NC
16
21-1/4
(540)
18-112
(470)
11-114
(286)
3116
(5)
1-1116
(27).
3.1/2
(89)
268
122
56-112
(1435)
61-1116
(1551)
62-3/16
(1580)
20
(508)
12-3/4
(324)
14.314
(375)
1/2-14
314-14
18
450
HW
12 CYL
14 CYL
HW
12 CYL
14 CYL
12 CYL
14 CYL
1 17-1/4
(438)
25
(635)
5/8
(16)
6
1-1/8-7NC
16
22-314
(578)
21
(533)
11-1/4
(286)
3116
(5)
1.1116
(27)
3-1/2
(89)
407
185
63-5/16
(1608)
66-1/2
(1689)
67-518
(1718)
20
(508)
12-3/4
(324)
14-314
(375)
1/2.14
3/4-14
20
500
HW
14 CYL
16 CYL
HW
14 CYL
16 CYL
14 CYL
16 CYL
19-114
(489)
27-112
(699)
29132
(23)
8
1-118-7NC
20
25
(635)
23
(584)
14
(356)
3116
(5)
1-3116
(30)
4-1/2
(114)
523
237
68-518
(1743)
72-15/16
(1853)
73-7/16
(1865)
20
(508)
14-3/4
(375)
17
(432)
314-14
314-14
24
600
HW
16 CYL
18 CYL
HW
16 CYL
18 CYL
16 CYL
18 CYL
23-1/4
(591),
32
(813)
113116
(21)
8
1-1/4-7NC
20
29-112
(749)
27-1/4
(692)
14-118
(359)
3/16
(5)
1-5/16
(33)
4.1/2
(114)
713
321
79.13/16
(2027)
84.11/16
(2151)
86-518
(2200)
20
(508)
17
(432)
19
(483)
3/4-14
314-14
Reference dimensions in (parentheses)
For 14" - 24" valves with rubber replaceable seats, use the port I.D. dimensions show in the Flow Coefficients Table (see last page).
** Figures C37R and C37S with Handwheels

C37 with Handwheel or Cylinder
Refer to TABLE 1 for dimensions
I
' D' NPT PORTS
2 - PLACES i
I
I
I I
'K' TAP DEPTH
IN WAY OF CHE
L' HOLES
with Cylinder
, C,
'C' HANDWHEEL OIA.
L'M' THREAD SIZE
'N' NUMBER OF HOLES
EQUALLY SPACED AND
STRADDLING CENTERLINE
ON A 'P' OIA.
BOLT CIRCLE
I \�
I I
Is, l
S, _I /
2" - 4" VALVE
SIDE MOUNTED YOKE
LL
I H QI
Q Q
W H
f/1 O
I = �
1
'T' RAISED FACE
V` FLANGE THK.
'W' FACE TO FACE
with Handwheel

Valve Size
TABLE 2 DIMENSION Inches (mm) Figure C37 with BEVEL GEAR
Inches
DN
A
B
C
D
E
H
J
K
L
M
N
P
R
S
T
V
W
6
150
25-5/16
(643)
19-11116
(500)
12
(305)
12-3/8
(314)
6-112
(165)
6
(152)
11
(279)
7/16
(11)
2
314-10NC
8
9-112
(241)
8-1/2
(216)
7-3/8
(187)
1/16
(2)
518
(16)
2-1/4
(57)
8
200
32-15116
24-5/8
12
12-3/8
6-1/2
8
13-1/2
5/8
2
3/4-10NC
8
11-3/4
10-5/8
7-3/8
1/16
13/16
2-3/4
(837)
(625)
(305)
(314)
(165)
(203)
(343)
(16)
(298)
(270)
(187)
(2)
(21)
(70)
10
250
38-1/16
(967)
27-9116
(700)
12
(305)
12-3/8
(314)
6-1/2
(165)
10
(254)
16
(406)
1/2
(13)
4
718-9NC
12
14-1/4
(362)
12-3/4
(324)
7-3/8
(187)
118
(3)
15116
(24)
2-3/4
(70)
12
300
44-9116
(1132)
31-13/16
(808)
12
(305)
12-3/8
(314)
6-112
(165)
12
(305)
19
(483)
1/2
(13)
4
718-9NC
12
17
(432)
15
(381)
7-112
(191)
3116
(5)
1
(25)
3
(76)
14
350
49-5/16
(1252)
34-3/4
(883)
12
(305)
12-3/8
(314)
6-1/2
(165)
13-1/4
(337)
21
(533)
7/16
(11)
4
1-8NC
12
18-3/4
(476)
16-1/4
(413)
7-3/4
(197)
3/16
(5)
15/16
(24)
3
(76)
16
400
56-9/16
40-318
12
12-1/16
6-112
15-114
23-112
9116
6
1-8NC
16
21-1/4
18-1/2
11-1/4
3/16
1-1116
3-112
(1437)
(1026)
(305)
(306)
(165)
(387)
(597)
(14)
(540)
(470)
(286)
(5)
(27)
(89)
18
450
63-5/16
(1608)
43-13116
(1113)
12
(305)
12-1/16
(306)
6-1/2
(165)
17-1/4
(438)
25
(635)
5/8
(15)
6
1-118-7NC
16
22-3/4
(578)
21
(533)
11-114
(286)
3/16
(5)
1-1/16
(27)
3-1/2
(89)
20
500
68-5/8
(1543)
47-15/16
(1218)
12
(305)
12-1/16
(306)
6-1/2
(165)
19-1/4
(489)
27-1/2
(699)
29/32
(23)
8
1-118 7NC
20
25
(635)
23
(584)
14
(356)
3/16
(5)
1-3/16
(30)
4-1/2
(114)
24
600
79-718
55-3/16
12
12-1/16
6-1/2
23-1/4
32
13/16
8
1-1/4-7NC
20
29-1/2
(749)
27-1/4
(692)
14-118
(359)
3116
(5)
1-5/16
(33)
4-112
(114)
(2029)
(1402)
(305)
(306)
(165)
(591)
(813)
(21)
Reference dimensions in (parentheses) 6" -14" valves have a bevel gear ratio of 3:1 16" - 24" valves have a bevel gear ratio of 4:1
Materials
Parts
C37R & F37R
C37S & F37S
1.5° — 24°(except 5") solid one piece.
1.5 - 24" (except 5") solid one piece. .
C37R-304: Cast 304 stainless steel
C37S-304: Cast 304 stainless steel
C37R-316: Cast 316 stainless steel
C37S-316: Cast 316 stainless steel
Body and Chest
C37R-317L: Cast 317L stainless steel
C37S-317L: Cast 317 L stainless steel
Larger than 24" and the 5' are fabricated with
Larger than 24" and the 5' are fabricated
stainless steel wetted parts and carbon steel
of all stainless steel
exterior parts.
Integral seat to 15007 (816°C) with appropriate packing
RH: Replaceable hardfaced seat to 7507 (399°C) standard
Seat
Up to 1600°F(871 °C) with proper packing and gaskets
RT: Replaceable PTFE seat to 400T (204°C)
RW: Replaceable UHMWP seat to 140T (60°C)
RP: Replaceable polyurethane seat to 1807 (82°C)
Gate
Stainless steel of same grade used in body, finished to 32 RMS
Yoke
1.5" - 4", Cast ductile iron
1.5 - 4", cast 304 stainless steel
6" and above fabricated carbon steel
6" and above fabricated 304 stainless steel
Yoke Fasteners
Plated steel
Stainless steel
Stem
304 stainless steel
Stem Nut
Acid resistant bronze
Lubrication Fitting
Plated steel
Packing
AcryliclPTFE/silicone'
Packing Follower
Ductile iron/carbon steel with plated steel bolts 1 304 stainless steel with stainless steel bolts
Handwheel
Cast iron
Handwheel Retaining Nut
Malleable iron Stainless steel
Tab Washer
Stainless steel
Energized cored packing is standard with 6" (DN150) and larger C37 valves and all F37 valves.

C37with Bevel Gear
Refer to TABLE 2 for dimensions
-
T
(-67-
W
LO
LL
ui
LLJ
Li
Lu
Lj-
z
'K' TAP DEPTH
uJ
IN WAY OF CHEST
IL'
HOLES
'M' THREAD SIZE
'N' NUMBER OF HOLES
J'
EQUALLY SPACED AND
STRADDLING CENTERLINE
T'
RAISED FACE
'V'
BOLT CIRCLE
FLANGE THK,

Flow Coefficients
The Cv values below represent U.S. gallons per minute 60°F water through a 100% open valve at a
pressure drop of 1 psi. The metric equivalent, Kv, is the flow of water at +16°C through the valve in
cubic meters per hour at a pressure drop of 1 kg/cm2. To convert Cv to Kv, multiply the Cv by 0.8569.
Figures C37 and F37
Cv
Ratings, Port Diameter, and
Area
Standard Port
With V-Seat
With Replaceable Poly or
Replaceable Rubber seat
Valve
Size
Cv
Port I.D.
Inches
Port Area
Sq.In.
�v
Port Inside
Inches
Port Area
Sq.In.
Cv
Port I.D.
Inches
Port Area
Sq.In.
DN
In.
2
50
288
2.00
3.1
165
2.00
2.8
288
2,00
3.1
3
75
648
3.00
7.1
355
3.00
6.3
648
3.00
7.1
4
100
1,152
4.00
12.6
515
4.00
9.5
1,152
4.00
12.6
6
150
2,592
6.00
28.3
1,350
6.00
24.9
2,592
6.00
28.3
8
200
4,608
8.00
50.3
2,050
8.00
38.1
4,608
8.00
50.3
10
250
7,208
10.00
78.5
3,200
10.00
59.0
7,208
10.00
78.5
12
300
10,400
12.00
113.1
4,450
12.00
82.3
10,400
12.00
113.1
14
350
12,650
13.25
137.9
5,350
13.25
98.8
10,080
12.00
113.1
16
400
16,750
15.25
182.6
6,950
15.25
128.4
14,200
14.25
159.5
18
450
21,450
17.25
233.7
10,700
17.25
198.2
18,500
16.25
207.4
20
500
26,700
19.25
291.0
13,250
19.25
245.4
22,700
18.00
254.5
24
600
38,900
23.25
424.6
15,400
23.25
284.7
33,900
22.00
380.1
30*
75W
49,850
26.69
559.4
36*
900�
74,800
32.69
839.2
Consult
Factory
4?
1050`
104,800
38.69
1175.5
48�
1200�
136,700
44.19
1533.5
*50 psi (3.5 bar) CWP valve design. Contact factory for higher pressure designs.
w� ITT
ENGINEERED FOR LIFE
ITT Engineered Valves
33 Centerville Road
Lancaster, PA 17603, USA
Tel: [phone]
Cam -Line, Cam-Tite, Dia-Flo,
EnviZion, Pure -Flo, Skotch
ITT Engineered Valves ITT Industries Ltd.
1 1 10 Bankhead Avenue Weycroft Avenue,
Amory, MS 38821, USA Millwey Rise Industrial Estate_
Tel: [phone] Axminster, EX13 5HU, United Kingdom
Fabri-Valve Tel: [phone]
EnviZion, Pure -Flo
www.itt.coil't © 2019 Engineered Valves, LLC B.CF37.en-US.2019-01

°'�(t'Q:�i;�l;t�E:;�: �_.>}@3�;tr�`'.d i`'�E�F.'.�.:;'•i�.9K:Sl;:fllh::i:ak.9N,�FES.a
6 in. CL150 Knife Gate Valve with EPDM Seat
6 CL150 316 BD KGV EPDM SEAT
ALT CODE : FC67S316EBULK7U
ITEMB :3948204
DESCRIPTION
SPECIFICATIONS
Collection
End Connection 1
End Connection 2
End Connections
Material
Material Type
Maximum Pressure
Recommended Valve Application
Valve Body Style
Valve Operator
Valve Seat Material
Valve Size
Valve Type
DETAILS
ALT.CODES4
ALTCODE
DEFAULT VENDOR
DEPT DESC
DISC GROUP DESC
FREIGHT CODE
GLBL PROD HIER
LINEBUY DESC
LONG DESCRIPTION
• Please contact your local branch for availability in your area
• Products sold in select areas only
C67
Flanged
Flanged
Flanged
Cast Stainless Steel
316
150 psi
• Chemical
• Petrochemical
• Pulp and Paper
1 piece
Handwheel
EPDM
6 in
Knife Gate Valve
FSK10013197
FC67S316EBULK7U
VENDOR ALPHA: FABRI (4309)
VENDOR NAME: FABRI VALVE (4309)
COMM / INDU - VLV (40)
FABRI VLV (0894)
CL60
15155501
FABRI VALVES (3016)
6 CL150 316 BD Knife Gate Valve EPDM SEAT

Materials of Construction:
Impeller/ Cutter Nut /Upper Cutter: .......... Cast alloy steel, heat treated to minimum Rockwell C 60.
Cutter Bar: .................................................. Alloy steel or cast alloy steel, heat treated to minimum Rockwell C 60.
Casing/Back Pull -Out Plate: ................................... Ductile cast iron.
Flushless Mechanical Seal: ................................... Cartridge type with silicon carbide (or tungsten carbide) faces and stainless steel
sleeve. (See following page for other sealing options)
Thrust Bearings: ......................................... Back-to-back angular contact ball type or face to face tapered roller type.
Radial Bearings: ......................................... Ball type or cylindrical roller type.
Shaft: ........................................................... Heat treated alloy steel.
Lubrication: ................................................ ISO 46 hydraulic oil.
Flanges: ....................................................... ANSI Class 125
Mounting Base: ........................................... Carbon Steel.
Paint: ............................................................ Ceramic Epoxy.
0
V.
„E„
60" -
'IF" 125# FF DISCHARGE FLANGE a
28 1/16" -1
HANDHOLE 03/4" HOLES (4)
3/4"
TYP. F"G" 125# FF SUCTION FLANGE
3 3/8"
FG1
l4) L1t i iiNU trtb
T YP DIMENSIONS IN INCHES{
10-1/2
10-718
2-118
7-518 61A18 3 6
10-1/4
10-7/8
1-3/8
8-5/8 60-3/8 3 6
9-11116
12-7/8
1-318
8-518 60-318 3 6<
MIMM 9-1.1116
12-7/8
1-3/8
11 60-3/8 3 6
10-7/8
12-7/8
2-518
9-112 61-5/8 4 6';
10-314
12-718
1-7/8
11-1/2 60-7/8 4 6
11-3/4
15-1/16
3-3/8
13-112 62-3/8 6 8'
„V'
FOR REFERENCE ONLY. DIMENSIONS WILL VARY SLIGHTLY BY MOTOR MANUFACTURER
src
215TCx
25fi'rG
r�284,i'SC�
286T5C
�`�324TSC
�326T5C
364TC
364'fS,C
,,, 365TC .. r.
• i
VAUGHA.N CO., INC. MADE IN THE
364 Monte Elma Road, Montesano, WA 98563
Phone: [phone] / Fax: [phone]
Toll Free Phone (US only): 1-888-249-CHOP (2467)
Web Site: www.chopperpumps.com USA
f�a Company E-mail: [e-mail]
For all current patents, see http://www.chopperpumps.com/patents.htm

CS300 PIPING SPECIFICATION
DISCRETE ENGINEERING STANDARD
CLASS 300 CARBON STEEL - LOW TEMPERATURE
04/23/21
12 4-1 /2
2 of 4
GEORGIA-PACIFIC STANDARD
G1602W-C
G1406F-C
VALVE TYPE
GATE
GATE
PRESS & TEMP RATINGS
600 OR 800 LB. PER
300 LB. PER ANSI B16.34
ANSI B 16.34
FLANGED (300 LB. PER ANSI
TYPE OF CONNECTION
SOCKET WELD
B16.5)
NOMINAL SIZE
2" & SMALLER
2'/2' & LARGER
FACE-TO-FACE DIMENSIONS
ANSI B 16.10
BONNET / YOKE / COVER STYLE
WELDED
BOLTED
SCREW / SHAFT / STEM STYLE
OS & Y
OS & Y
WEDGE / DISC / BALL / GATE
SOLID
FLEXIBLE OR SPLIT
STYLE
SEAT STYLE
INTEGRAL, SEAL -WELDED
INTEGRAL OR SEAL -WELDED
OR RENEWABLE
16" DIAMETER AND LARGER
16" DIAMETER AND LARGER
OPERATOR STYLE
TO BE ORDERED WITH 90'
TO BE ORDERED WITH 90'
GEAR OPERATORS
GEAR OPERATORS
MATERIALS:
1. BODY / BONNET / YOKE /
FORGED STEEL
CAST STEEL
COVER
(ASTM A-105)
(ASTM A216 C-R. WCB)
2. WEDGE / DISC / BALD / GATE
13% CHROMIUM SS
13% CHROMIUM SS
/ PLUG
3. SEAT / DIAPHRAGM
STELLITE
STELLITE
4. STEM / PIN / SPRING
13% CHROMIUM SS
13% CHROMIUM SS
FLEXIBLE GRAPHITE; SPIRAL
S. GASKET / PACKING / LINER
FLEXIBLE GRAPHITE
WOUND SS W/ GRAPHITE OR
BUSHING / O-RING
CORRUGATED SOFT IRON
6. OPERATOR / HANDLE
7. FASTENERS
REVISION NUMBER & DATE
2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 4/26/2021

CS300 PIPING SPECIFICATION
DISCRETE ENGINEERING STANDARD
CLASS 300 CARBON STEEL - LOW TEMPERATURE
04/23/21
Page 3 of 4
,,Georgia-Pacific
GEORGIA-PACIFIC STANDARD
B161OW-C
B1414F-C
VALVE TYPE
GLOBE
GLOBE
PRESS & TEMP RATINGS
600 OR 800 LB, PER
ANSI B 16.34
300 LB. PER ANSI B16.34
TYPE OF CONNECTION
SOCKET WELD
FLANGED (300 LB. PER ANSI
B16.5)
NOMINAL SIZE
2" & SMALLER
2'/2" & LARGER
FACE-TO-FACE DIMENSIONS
ANSI B16.10
BONNET / YOKE / COVER STYLE
WELDED
BOLTED
SCREW / SHAFT / STEM STYLE
OS & Y
OS & Y
WEDGE / DISC / BALL / GATE
STYLE
SEAT STYLE
INTEGRAL, SEAL -WELDED
OR RENEWABLE
INTEGRAL OR SEAL -WELDED
OPERATOR STYLE
MATERIALS:
1. BODY/BONNET/YOKE/
COVER
FORGED STEEL
(ASTM A-105)
CAST STEEL
(ASTM A216 GR. WCB)
2. WEDGE / DISC / BALL / GATE
/ PLUG
13% CHROMIUM SS
13% CHROMIUM SS
3. SEAT / DIAPHRAGM
STELLITE
STELLITE
4. STEM / PIN / SPRING
13% CHROMIUM SS
13% CHROMIUM SS
S. GASKET / PACKING / LINER
BUSHING / O-RING
FLEXIBLE GRAPHITE
FLEXIBLE GRAPHITE; SPIRAL
WOUND SS W/ GRAPHITE OR
CORRUGATED SOFT IRON
6. OPERATOR/HANDLE
7. FASTENERS
REVISION NUMBER & DATE
© 2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 4/26/2021

Appendix E: Specifications

140
120
H
w 100
Q
w
U 80
Q
Z
}
J
O 60
H
40
20
0
0
L111matclred Reliability
mu
VMS
s dImpeller
4Discharge
Suction
50 100
Chopper
PERFORMANCE CURVF
DO NOT OPERATE PUMP IN DOTTED PORTION OF CURVES. PUMPS MAY
EXCEED HP SHOWN IF OPERATED IN DOTTED PORTION OF CURVE. CURVES
ARE SUBJECT TO CHANGE WITHOUT NOTICE. EFFICIENCIES SHOWN ARE
NOMINAL BOWL. GUARANTEED MINIMUM EFFICIENCIES PER H.I. LEVEL A.
CAPACITY (CUBIC METERS PER HOUR)
150 200 250 300 350 400
I
I-
l A
I;j—
40% �45%
50%
I
1
I
55%I
j 60/B
I
`
0
69 /o
i
I 70%
--
,
1 C
I
(
I
(
- 70 °
i 69%
i
--
--I'
I —
-
8%
-
- ...... i....... ....
- -
-
—
I
I
65%
—
L1F
E
I-
i
I
—
60%
155%
50%
(
I
I
200 400 600 800 1000 1200
CAPACITY (U.S. GALLONS PER MINUTE)
48
42
36
co
orf
30 � j
24 O
12
6
0
1400 1600 1800
Form V370-4S2-1750 10115

CS300 PIPING SPECIFICATION
DISCRETE ENGINEERING STANDARD
CLASS 300 CARBON STEEL - LOW TEMPERATURE
04/23/21
1 of 4
Georgia-Pacific
NOM
SIZE
DSCR
(INCH)
STANDARDS
THESE MATERIALS SHALL BE USED FOR STEAM AND CONDENSATE PIPING.
VENDOR SHALL SEND THE GP PROJECT MANAGER MILL TEST REPORTS OF
PHYSICAL PROPERTIES FOR ALL PIPE. FITTINGS AND FLANGES MUST BE
INST
ALL
STAMPED SIGNIFYING MILL CERTIFICATION. ALL CERTIFICATION AND
SIZES
REPORTS SHALL CONFORM TO SECTION II, ASME BOILER & PRESSURE VESSEL
CODE (LATEST EDITION). ALL MATERIALS SHALL BE RECORDED AS "CODE
PIPING" ON PACKING LISTS.
'/2 - 2
SCH. 80... ASTM A-53/ A-106 GR B, SEAMLESS STEEL PIPE
2'/2 - 10
SCH. 40...ASTM A-53 / A-106 GR B, SEAMLESS STEEL PIPE
PIPE
12 - 14
0.375" WALL THICKNESS... ASTM A-53 / A-106 GR B, SEAMLESS STEEL PIPE
16 - 18
0.500" WALL THICKNESS... ASTM A-53 / A-106 GR B, SEAMLESS STEEL PIPE
20 - 24
SCH. 40... ASTM A-53 / A-106 GR B, SEAMLESS STEEL PIPE
'/8 -2
3000# SW/ 2000# THREADED, FORGED STEEL ... ASTM A-105, PER ANSI B16.11
FITTINGS
BW, SCH. TO BE SAME AS PIPE ... ASTM A-234, GR WPB, WROUGHT STEEL, PER
2/2 24
ANSI B16.9 / ASTM A-105 MANUFACTURED FITTINGS I.E. WELD-O-LETS, ETC.)
3000# SW / THREADED, FORGED STEEL ... ASTM A-105, PER ANSI B16.11, STEEL -
UNIONS
'/2 - 2
TO -STEEL SEATS
CPLGS
'/2 - 2
3000# SW / THREADED, FORGED STEEL...ASTM A-105, PER ANSI B16.11
FLANGES
/2 - 24
CLASS 300 RFWN, FORGED STEEL ...ASTM A-105, PER ANSI B 16.5
Class 300, Spiral Wound with external
Flexitallic Style "CG", conforming
GASKETS
ALL
centering ring, ASME B 16.20. Winding shall
to the requirements listed to the left,
1/8"
be 304SS with graphite filler, "Flexite Super
or equivalent
Outer ring shall be carbon steel
Refer to Insulation Specification
INSULATION
ALL
Calcium Silicate Required (SEE CHART)
INS-CS300
BOLTS/STUDS/NUTS
ALL
ASTM A193, Grade 137 studs or bolts with ASTM A194, Grade 2H nuts (Prima )
VALVES
ALL
SEE LIST BELOW
DESIGN
LIMITS
DESIGN CODE
LIMITED BY
VALVES AND FLANGES: SEE
CODE SELECTOR FOR CARBON
STEEL, LOW AND MEDIUM
PRESSURE PIPING (NOTE: OTHER
MAXIMUM DESIGN TEMP: 650°F
ASME B31.3 Process Piping Code
PIPE SCHEDULES WILL BE
DESIGN PRESSURE PER ASME B16.5 AND
ALLOWED WHEN SUPPORTED BY
B 16.34 - CLASS 300, MATERIAL GRADE 1.1
0.025" CORROSION ALLOWANCE
CALCULATIONS PER B31.1,
PARAGRAPH 104.1.2 AND
APPROVAL BY PROJECT
ENGINEER)
INSULATION THICKNESS
CHART
NOM PIPE SIZE (INCHES)
INCHES OF INSULATION
1/2"-3/4"
1-1/2"
1" THRU 1 1/2"
2"
2" & 2 112"
2-1/2"
3" & 4"
3"
6"
3-1/2"
8" & 10"
4"
O 2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 4/26/2021

CS300 PIPING SPECIFICATION
DISCRETE ENGINEERING STANDARD
CLASS 300 CARBON STEEL - LOW TEMPERATURE
04/23/21
4 of 4
�Georala-Pacifl
GEORGIA-PACIFIC STANDARD
C1630W-C
C1434F-C
VALVE TYPE
HORIZ. OR VERT. (UPWD.
FLOW) SWING CHECK
HORIZ. SWING CHECK
PRESS & TEMP RATINGS
600 OR 800 LB. PER
ANSI B 16.34
300 LB. PER ANSI B16.34
TYPE OF CONNECTION
SOCKET WELD
FLANGED (300 LB. PER ANSI
B 16.5)
NOMINAL SIZE
2" & SMALLER
2'/2" & LARGER
FACE-TO-FACE DIMENSIONS
ANSI B 16.10
BONNET / YOKE / COVER STYLE
BOLTED, SCREWED, OR
UNION
BOLTED
SCREW / SHAFT / STEM STYLE
WEDGE / DISC / BALL / GATE
STYLE
SEAT STYLE
INTEGRAL, SEAL -WELDED
OR RENEWABLE
INTEGRAL OR SEAL -WELDED
OPERATOR STYLE
MATERIALS:
1. BODY / BONNET / YOKE /
COVER
FORGED STEEL
(ASTM A-105)
CAST STEEL
(ASTM A216 GR. WCB)
2. WEDGE / DISC / BALL / GATE
/ PLUG
13% CHROMIUM SS
13% CHROMIUM SS
3. SEAT / DIAPHRAGM
STELLITE
STELLITE
4. STEM / PIN /SPRING
5. GASKET /PACKING LINER
BUSHING / O-RING
SPIRAL WOUND SS W/
GRAPHITE OR CORRUGATED
SOFT IRON
SPIRAL WOUND SS W/
GRAPHITE OR CORRUGATED
SOFT IRON
6. OPERATOR / HANDLE
7. FASTENERS
REVISION NUMBER & DATE
© 2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 4/26/2021

The horizontal chopper pump shall be specifically designed to pump waste solids at heavy consistencies without plugging or dewatering of the
solids. Materials shall be chopped/macerated and conditioned by the pump as an integral part of the pumping action. The pump must have
demonstrated the ability to chop through and pump high concentrations of solids such as plastics, heavy rags, grease and hair balls, wood,
paper products and stringy materials without plugging, both in tests and field applications. Pump shall be manufactured by Vaughan Co., Inc.
DETAILS OF CONSTRUCTION
A. Casing and Back -plate: The pump casing shall be of volute design, spiraling outward to the Class 125 flanged centerline discharge.
Back pull-out design shall incorporate jacking bolts for accurate adjustment of impeller -to -cutter bar clearance, and shall allow removal of
pump components without requiring disconnection of casing from inlet or discharge piping. Casing & back -plate shall be ductile cast iron
with all water passages to be smooth, and free of blowholes and imperfections for good flow characteristics. A pressure tap shall be
included on or near the discharge flange. Back -plate shall include a replaceable Rockwell C 60 cast alloy steel cutter adjustable for
0.005-0.050" clearance to cut against the rotating impeller pump -out vanes for removing fiber and debris.
B. Impeller: Shall be semi -open type with pump out vanes to reduce seal area pressure. Chopping of materials shall be accomplished by
the action of the cupped and sharpened leading edges of the impeller blades moving across the cutter bar at the intake openings, with a
set clearance between the impeller and cutter bar of 0.015-0.025" cold. Impeller shall be cast alloy steel heat treated to minimum
Rockwell C 60 and dynamically balanced. The impeller shall be keyed to the shaft and shall have no axial adjustments and no set
screws.
C. Cutter Bar: Shall be recessed into the pump bowl and shall contain at least 2 shear bars extending diametrically across the intake
opening to within 0.010-0.030" of the rotating cutter nut tooth, for the purpose of preventing intake opening blockage and wrapping of
debris at the shaft area. Chopper pumps utilizing individually mounted shear bars shall not be acceptable. Cutter bar shall be cast alloy
steel or alloy steel heat -treated to minimum Rockwell C 60.
D. Cutter Nut: The impeller shall be secured to the shaft using a cutter nut, designed to out stringy materials and prevent binding using a
raised, rotating cutter tooth. The cutter nut shall be cast alloy steel heat treated to minimum Rockwell C 60.
E. Upper Cutter: Shall be threaded into the back pull-out adapter plate behind the impeller, designed to cut against the pump -out vanes
and the impeller hub, reducing and removing stringy materials from the mechanical seal area. Upper cutter shall be cast alloy steel heat
treated to minimum Rockwell C 60. The upper cutter teeth are positioned as closely as possible to the center of shaft rotation to minimize
cutting torque and nuisance motor tripping. The ratio of upper cutter cutting diameter to shaft diameter in the upper cutter area of the
pump shall be 3.0 or less.
F. Pump Shafting: Shall be heat treated alloy steel.
G. Bearings: Shall be oil -bath lubricated with ISO 46 hydraulic oil. Shaft thrust in both directions shall be taken up by two back-to-back
mounted single -row angular contact ball bearings or two face to face mounted tapered roller bearings. Two adjacently mounted single -
row radial bearings or one cylindrical roller type shall also be provided. L-10 bearing life shall be minimum 100,000 hours.
H. Bearing Housing: Shall be ductile cast iron and machined with piloted bearing fits for concentricity of all components. Bearing housing
shall include a side -mounted site glass. Bronze non -contacting labyrinth style, O-ring mount bearing isolators shall be provided at each
end of the bearing housing to prevent egress of oil and ingress of contaminants. Thrust bearings are mounted in an adjustable cartridge
to allow external upper cutter adjustment.
I. Stuffing Box: Shall be ductile cast iron. The stuffing box shall be designed to accommodate the mechanical seal, or packing. Mechanical
seal with no seal water flush and flushed tandem mechanical seal as described below does not require stuffing box.
J. Seal: [NOTE TO CONSULTING ENGINEER]: Please choose one of the four options below:
® Mechanical Seal system specifically designed to require no seal flush: The mechanical seal shall be located immediately behind the
impeller hub to eliminate the stuffing box and maximize the flushing available from the impeller pump -out vanes. The seal shall be a
cartridge -type mechanical seal with Viton O-rings and silicon carbide (or tungsten carbide) faces. This cartridge seal shall be pre -
assembled, and pre -tested so that no seal settings or adjustments are required from the installer. Any springs used to push the seal
faces together must be shielded from the fluid to be pumped. The cartridge shall also include a 17-4PH, heat -treated seal sleeve and
stainless steel seal housing.
® Flushed Tandem Mechanical Seal: The seal shall be cartridge -type tandem mechanical seal with Viton O-rings and silicon carbide (or
tungsten carbide) faces. This cartridge seal shall be a pre -assembled and pre -tested so that no seal settings or adjustments are
required from the installer. Any springs used to push the seal faces together must be shielded from the fluid to be pumped. The
cartridge shall also include a 17-4PH, heat -treated seal sleeve and stainless steel seal housing. Seal requires flush to drain at 3 US
gallons per hour flow rate.
® Mechanical seal with throttle bushing and water fitting for seal water flush. The seal shaft sleeve shall be 316 SS. Mechanical seal
materials shall be either 316 stainless steel or Alloy 20 with silicon carbide or tungsten carbide faces. Seal shall be positively driven by
set -screws. Elastomers shall be of Buna N, and stationary seal member shall be of the cup -mounted type to ensure cushioning of face
material from mechanical shock. Contractor is to provide a 6-10 gal./hr. seal flush with filtered water, a rotameter, throttle valve, and
solenoid operated isolation valve interlocked with an auxiliary contact of the motor starter.
® Packing design with 5-ring Kevlar packing split Teflon lantern ring and water fitting. The packing shaft sleeve shall be 316 SS with
Nickel -Chrome -Boron coating. Contractor is to provide a filtered water packing flush at 10 PSI greater than pump discharge pressure.
The flush water line is to be interlocked with an auxiliary contact of the motor starter so it is automatically turned on when the motor is
started.
K. Inlet Manifold: Shall be cast ductile iron assembly mounted horizontally with a Class 125 inlet flange, %"-NPT pressure tap, cleanout,
drain connection and mounting feet.
L. Shaft Coupling: Bearing housing and motor stool design is to provide accurate, self -aligning mounting for a C-flanged electric motor.
Pump and motor coupling shall be T.B. Woods Sureflex elastomeric type.
M. Optional Belt Drive: Adjustable brackets shall be used to support an over -head or side mounted motor. Sheaves and belts shall be
properly sized for horsepower ratings, and all guards are to be supplied with the belt drive system.
N. Stainless Steel Nameplate: Sall be aitached to the pump giving the manufacturers model and serial nurn'-_% , rated capacity, head,
speed and all pertinent data.
O. Motor Requirements: Drive motor shall be _ HP, RPM, volts, 3 phase, 60 hertz, 1.15 service factor, C-flange mounted,
TEFC enclosure. The motor shall be sized for non -overloading conditions.
P. Surface Preparation: Solvent wash and a single coat of Tnemec 431 epoxy applied at 5 MDFT minimum (except motor).
Q. OPTIONAL Surface Preparation: SSPC-SP6 commercial sandblast (except motor), a prime coat of Tnemec 431 epoxy and a finish coat
of Tnemec 431 epoxy for total finish of 30 MDFT minimum (except motor).
FORM V382-REV5-ECN4077

GEORGIA-PACIFIC ENGINEERING STANDARD
SECTION 15 — PIPING Ak
PP15030-011 41;L Georgia-Pacific
WELDING OF CARBON STEEL PRESSURE PIPING
Revision 1: 11/08/2010 Page 1 of 3
PART1 GENERAL
1.1 SUMMARY
1.1.1 This section covers shop and field welding of carbon steel pressure piping manufactured from P No. 1
carbon steel per Table Al of ANSI/ASME B31.1.
1.2 CODES AND STANDARDS
1.2.1 All requirements listed in the Owner's "General Requirements for Welding" shall apply.
PART 2 DESIGN & MATERIALS
PART 3 EXECUTION
3.1 PREPARATION O, WELDING
3.1.1 Cleaning
3.1.1.1 Metal that is to be fused during welding shall be clean and free from lubricants, grease, paint, filings, rust,
scale and other materials detrimental to welding. Cleaning may be done only with alcohol or acetone.
Chlorinated solvents shall not be used.
3.1.2 Joint Alignment
3.1.2.1 Joint alignment shall be carried out with mechanical devices. Under no circumstances shall heat be used
in the alignment of joints. The inside diameters of piping shall be aligned as accurately as is practicable
within existing commercial tolerance on diameters, wall thicknesses, and out -of -roundness. Alignment
shall be preserved during welding. Where ends are joined and the internal misalignment exceeds 1/16"
(2.0 mm), it is preferred that the component with the wall extending internally be internally trimmed so
that adjoining internal surfaces are approximately flush. This trimming shall not result in a piping
component wall thickness less than the minimum design thickness, and the change in contour shall not
exceed 30 degrees. The root opening of the joint shall be as given in the procedure standards.
tD
3.1.3 End Preparation
3.1.3.1 The ends of the sheets or pipes to be jointed shall be prepared by shearing, machining, sawing, or grinding.
All burrs shall be removed. Cutting done with electric -arc equipment or oxygen flame cutting shall have
written approval from the Owner's Representative. If oxygen or arc cutting is approved, all slag must be
cleaned from the weld surface by grinding or machining. When required, pipe shall be machined to match
up the prepared ends. Machining details shall conform to ANSI B16.25.
© 2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 5/18/2021

GEORGIA-PACIFIC ENGINEERING STANDARD
SECTION 15 — PIPING
PP15030-011 Georgia-Pacific
WELDING OF CARBON STEEL PRESSURE PIPING
Revision 1: 11/08/2010 Page 2 of 3
3.2 PREHEATING
3.2.1 Requirement
3.2.1.1 The metal adjacent to the weld to be made shall be heated before starting the welding operation and
maintained at the designated temperature during the welding operation. Preheating shall be required as
follow:
® Preheat to 175°F all carbon steel pipe with over 0.30% carbon content and a wall thickness of
excess of F.
® All other carbon steel pipe shall be preheated to 50°F.
3.2.1.2 Preheating temperatures in excess of those specified above may be required under certain conditions.
These will be specified for specific joints on the drawings.
3.2.1.3 Preheat temperatures may be increased to 200°F, if this increase removes the requirement for postweld
heat treatment per the section called "Postweld Heat Treatment".
3.2.2 Rate
3.2.2.1 The rate of preheating shall not exceed 10°F per minute.
3.2.3 Method
3.2.3.1 Preheating shall be accomplished by any suitable means, such as electric induction of coils, electric
resistance coils, gas ring or torch, which will provide the required metal temperature, temperature
uniformity, and temperature control.
3.3 WELDING PROCESS AND ELECTRODES
3.3.1 TIG Welding
3.3.1.1 Tungsten Inert Gas (TIG) welding process shall be used for root pass welding on welded joints in carbon
steel pipe 2'/2" or larger when the wall thickness is schedule 80 or thicker, unless TIG welding is
specifically called out on a drawing or Purchase Order.
3.3.2 Metal Are Welding
3.3.2.1 Shielded metal are welding shall be used for all passes including the root pass and for all other welding
where TIG welding is not specifically called for.
3.3.3 Electrodes
3.3.3.1 Welding electrodes shall be compatible with parent metal and shall be AWS A5.1 E6010 for the root pass
only and E7018 for all succeeding passes.
3.3.4 Variance
3.3.4.1 Welding procedure, as approved, may call for other processes or electrodes and shall govern.
c0 2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 5/ 18/2021

GEORGIA-PACIFIC ENGINEERING STANDARD
SECTION 15 — PIPING
PPIS030-011 "'Georgia-Pacific
WELDING OF CARBON STEEL PRESSURE PIPING
Revision 1: 11/08/2010 Page 3 of 3
3.4 POSTWELD HEAT TREATMENT (PWHT)
3.4.1 Requirements
3.4.1.1 Postweld heat treatment will not be required if the carbon steel piping has a weld or thickness of less than
3/4". If the wall thickness of one of the base metals exceeds 1" and a minimum preheat of 200°F is applied
and maintained, postweld heat treatment may be omitted. These exclusionary requirements apply also to
attachment welds. Approved welding procedures may require postweld heat treatment, and if this is the
case, they shall govern.
3.4.2 Timing
3.4.2.1 It is preferred that the heat treatment takes place as soon as practical after the welding operation. Heat
treatment may be delayed, however, if the welds are tightly covered with non-flammable blankets after
welding and allowed to cool slowly.
3.4.3 Heating and Cooling Rates
3.4.3.1 Above 600°F, the rate of heating and cooling shall not exceed 600°F per hour divided by '/2 the maximum
thickness of material in inches at the weld, but in no case shall the rate exceed 600°F per hour.
3.4.4 Heating Methods
3.4.4.1 Furnace Heating shall be used when practical; however, the size or shape of the unit or the adverse effect
of a desired heat treatment on one or more components where dissimilar materials are involved, may
dictate alternative procedures such as heating a section before assembly, or by applying local heating in
accordance with the following paragraph entitled "Local Heating".
3.4.4.2 Local Heating using electric resistance or induction coils or circumferential torches may be used for field
joints. Welds shall be locally postweld heat treated by heating a circumferential band around the entire
component with the weld located in the center of the band. The width of the band heated to the PWHT
temperature for girth welds shall be at least three times the wall thickness at the weld of the thickest part
being joined. For nozzle and attachment welds, the width of the band heated to the PWHT temperature
shall extend beyond the nozzle weld or attachment weld on each side at least 2 times the header thickness
and shall extend completely around the header.
3.4.5 PWHT Temperature
3.4.5.1 When required by ANSI/ASME 1331.1 or by welding procedure, the holding temperature range for P No. 1
materials shall be 1100 to 1200°F using a holding time of 1 hour per inch with 15 minutes minimum.
Above 2" nominal thickness the holding time shall be 2 hours plus 15 minutes for each additional inch or
fraction of an inch above 2".
3.4.6 Records
3.4.6.1 Records of all postweld heat treatment operations shall be kept and furnished to the Owner or Owner's
Representative upon request.
© 2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 5/18/2021

GEORGIA-PACIFIC ENGINEERING STANDARD
SECTION 15 — PIPING
PP15030-013 AmhGeorgia.facit1c
WELDING OF SERIES 300 SS
Revision 2: 11/08/2010 Page 1 of 4
PART1 GENERAL
1.1 SCOPE
1.1.1 This section covers shop and field welding of AISI 300 stainless steel piping.
1.2 FABRICATION
1.2.1 Stainless steel piping shall be prefabricated in sections suitable for transporting and handling. Field welds
shall be held to a minimum.
�1 1 1; '1,
1.3.1 All requirements listed in the Owner's "General Requirements for Welding" shall be applicable.
1.3.2 For stainless steel piping, the welding process shall be in accordance with TAPPI Standards, Report No.
30; with the exception that metallic arc will not be allowed. TIG method is desired in all cases.
PART 2 DESIGN & MATERIALS
PART 3 EXECUTION
3.1 PREPARATION FOR WELDING
3.1.1 Equipment
3.1.1.1 All equipment used in welding preparation shall be covered or faced with material, which will prevent
mild steel particles from contaminating the stainless steel material. Equipment used to prepare welded
joints such as ground clamps, wire brushes, steel wool, chisels, files, and pean hammers shall be made
from stainless steel. All these items shall be marked "Stainless Steel". Grinding wheels shall be those,
which have been used solely for stainless steels.
3.1.1.2 To prevent work hardening of the pipe material, equipment settings for a forming operation shall be
determined by a test specimen rather than material that will form the finished product.
3.1.2 End Preparation
3.1.2.1 The ends of the sheets or pipes to be jointed shall be prepared by shearing, machining, sawing, or grinding.
All burrs shall be removed. Cutting shall not be done with electric —arc or special gas cutting equipment,
unless written approval has been received from the Owner's Representative.
3.1.2.2 Material l l U.S.S. gauge (0.125") and thinner- may ,be welded using a square butt or may be beveled as
required for a particular welding process.
c0 2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 5/18/2021

GEORGIA-PACIFIC ENGINEERING STANDARD
SECTION 15 — PIPING
PP15030-013 * �` ���
WELDING OF SERIES 300 SS
Revision 2: 11/08/2010 Page 2 of 4
3.1.2.3 Metal 10 U.S.S. gauge (0.140") and thicker shall be beveled 37'/2 degrees with a 1/16" land at the root.
3.1.2.4 Prefabricated pipe sections that require beveled ends shall have the field joints beveled in the shop.
3.1.3 Gap
3.1.3.1 Gap for welding ends shall be as follows:
Metal Thickness Gap
0.065" or less Tight
0.078" to 0.188" Metal thickness X 0.25
3.1.3.2 For metal thicknesses thicker than 0.188" welding procedure standard shall be submitted to the Owner's
Representative as required by "General Requirements for Welding", PP15030-010.
3.1.4 Cleaning
3.1.4.1 All metal that is to be fused during welding shall be clean of lubricants, grease, paint, filings, and cuttings.
Cleaning may be done only with alcohol or acetone. Chlorinated solvents shall not be used.
3.1.5 Joint Alignment
3.1.5.1 Alignment of joints shall be carried out with mechanical devices and shall be free of depressions and
bumps. Under no circumstances shall heat be used in the alignment of joints. On butt weld joints the
inside surfaces of the pipes to be joined shall be aligned so that the misalignment will not exceed 1/32" at
any point along the inside circumference.
3.2 WELDING PROCESS AND ELECTRODES
3.2.1 TIG Welding
3.2.1.1 Tungsten Inert Gas (TIG) welding shall be used for all stainless steel pipe joints for pipe wall thicknesses
that are less than or equal to 3/16". For wall thicknesses that are greater than 3/16" thick, the root pass
shall be done by TIG and the outer passes may be done by SMA welding.
3.2.1.2 Electrodes shall be non -consumable tungsten AWS 5.12, type EWTh-2 for direct current, and type EWTh-
3 for alternating current.
3.2.1.3 Filler metal rods for wall thicknesses above 0.065 inch shall conform to AWS 5.9 as follows:
Pipe Material
Electrode
AISI 304
ER308L
AISI 304L
ER308L
AISI 316
ER316L
AISI 316L
ER316L
AISI 317
ER31.71,
AISI 317L
ER317L
© 2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 5/18/2021

GEORGIA-PACIFIC ENGINEERING STANDARD
SECTION 15 — PIPING
PP15030-013 Georglafacific
WELDING OF SERIES 300 SS
Revision 2: 11/08/2010 Page 3 of 4
3.2.2 SMA Welding
3.2.2.1 Shielded Metallic Arc welding shall be used for joining stainless steel to carbon steel.
Material
Electrode
AISI 304
ER308L
AISI 304L
ER308L
AISI 316
ER316L
AISI 316L
ER316L
AISI 317
ER317L
AISI 317L
ER317L
AISI 300 Series to Carbon Steel
E310
3.2.3 Shielding Gas
3.2.3.1 Shielding gas shall be welding grade Argon or Helium -Argon Mixture.
3.2.3.2 Shielding gas shall be used to purge the underside of the weld (i.e., shall be used inside the pipe) for all
grades of stainless steel.
3.2.3.3 The Welding Contractor shall verify with the Owner's Representative and the Installation Contractor
if/when shielding gas is not required for 304LSS and 316LSS welds.
3.2.3.4 Written approval must be obtained from the Owner's Representative prior to the use of Solar Flux
Welding. When shielding gas purging inside the pipe is not a viable option, Solar Flux Welding is an
acceptable alternative to provide "Back -of -Weld" protection for an x-ray quality weld on 3" diameter or
greater pipe sizes. This Solar Flux Welding shall be done under the ASME Codes for Pressure Piping,
B31.3, Process Piping and shall meet all the test requirements of Section IX of the ASME Boiler and
Pressure Vessel Code. Since Solar Flux Welding leaves a "Sugar -like" residue deposit, it shall be used
only where absolute purity and a polished inside pipe surface are not required.
3.2.3.5 The Solar Flux powder (Type B) shall be mixed with methanol - methyl alcohol to a "Spreadable"
consistency. The consistency of the mixture (Thin or Creamy) will not affect the operation of the Solar
Flux or the quality of the finished weld. After allowing a few minutes for the chemical reaction to
complete, the mixture shall be sparingly brushed onto the back (within ''/4" of either side) of the "Pre -
cleaned" joint. Once the alcohol is evaporated, the weld shall be performed using the same procedure as
used with a gas purge. Good Practice dictates that a test sample coupon ALWAYS be run and tested when
changing anything in a welding procedure.
® Solar Flux (Type B) conforms to the requirements of United States Military Specification MIL-F-
751613, Classes 2 & 4. It is used for welding Stainless Steel & Alloy Steels.
® Solar Flux (Type I) conforms to the requirements of United States Military Specification MIL-F-
751613, Classes 1, 2, 3 & 4. It is used for welding High Nickel Super Alloys.
® See the Solar Flux Website for additional information.
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Printed: 5/18/2021

GEORGIA-PACIFIC ENGINEERING STANDARD
SECTION 15 — PIPING
PP15030-013 ��t
WELDING OF SERIES 300 SS Ak
Revision 2: 11/08/2010 Page 4 of 4
3.2.4 Welding Procedure
3.2.4.1 Welding procedure standard shall be submitted to the Owner's Representative for approval before
commencing work and as specified in "General Requirements for Welding", PP15030-010.
3.2.5 Penetration
3.2.5.1 Butt -welded joints shall have 100% penetration.
3.2.6 Weld Finish
3.2.6.1 The inside of all welds shall be smooth and free of projections or depressions. Particular care shall be
taken to achieve this on all stock pipelines. Whenever grinding is specified in order to acquire a smooth
weld, it shall be done with a 160 grit -grinding wheel. The process on which the stainless steel piping will
be used requires the utmost attention to the internal surface of the pipe. All field and shop welds must be
as smooth as can be obtained by modern welding techniques. Any projections, crevices, or roughness will
seriously affect the product and will constitute cause for rejection.
3.2.7 Tack Welding
3.2.7.1 Tack welds shall be made small enough to allow them to be absorbed into the following beads and they
shall have all slag and oxides removed in advance to making the finished weld.
3.2.8 Dissimilar Metals
3.2.8.1 Carbon steel shall not be welded directly to stainless steel pipe. A stainless steel pad, equal to the
thickness of the pipe material, shall be welded to the pipe and the carbon steel then attached to the pad.
3.2.9 Cleaning of Welds
3.2.9.1 All scale, oxides, and discoloration shall be removed from the pipe and welds. Recommended products
are Ferri -Floc by Cities Services or Oakite by Oakite Products. Products, their use, and application shall
be as recommended by the manufacturer.
3.2.10 Pickling
3.2.10.1 Pipe, which has not been previously pickled, shall not be brought to the job site. The process in which this
pipe is to be used demands that its maximum corrosion resistance is maintained. Every method and
technique, which will minimize contamination in cutting, fabricating, transporting, storing and erecting,
shall be employed. Any piping showing signs of improper welding techniques, rust or other forms of
corrosion shall be rejected.
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Printed: 5/18/2021

GEORGIA-PACIFIC ENGINEERING STANDARD
SECTION 15 — PIPING
PP15030-040 s Georgia-Pacific
CLEANING AND TESTING OF PIPING SYSTEMS
Revision 1: 09/10/2010 Page I of 7
PART1 GENERAL
1.1 SUMMARY
1.1.1 This standard covers standard cleaning and testing procedures used in steam, water, hydraulic, and process
systems.
1.2 CODES AND STANDARDS
1.2.1 Where applicable codes require the inspection, testing and/or cleaning to be performed in the presence of
any authority having jurisdiction over the work, the Contractor shall determine the authorities having
jurisdiction. He shall notify them of the inspection, testing and/or cleaning in advance according to the
requirements of the authority and shall obtain the written approval of such authority. The Contractor shall
notify the Owner's Representative in writing regarding the date of each test and the procedures to be used.
1.2.2 All piping systems constructed under the jurisdiction of either Section I of the ASME Boiler and Pressure
Vessel Code, or ASME Code for Pressure Piping B31.1, shall be tested in accordance with the ASME
Code for Pressure Piping B31.1.0, Paragraph 137. All other systems shall be leak tested in such a way that
its acceptability for service is proven.
11000000. ■. );
1.3.1 The Contractor shall keep complete records of all testing operations and shall provide the Owner's
Representative with a copy of each test record, listing the date, line number, test pressure, test fluid, and
other pertinent information.
1.3.2 If test blinds must be installed, the Contractor shall equip each blind with a long handle, create a list of
every blind location (this list shall be given to an Owner's Representative), and remove each blind after
testing is done.
1.4 INSPECTION
1.4.1 Before applying test pressure to lines, all joints and equipment connections shall be inspected for
misalignment, loose or missing flange bolts, and missing gaskets.
1.4.2 After erection and before insulation is applied, all piping shall be subjected to the specified leak test which
the Owner's Representative is to witness and approve.
1.4.3 Shop piping assemblies shall be given a leak test by the Fabricator before shipment, when specified on the
drawings.
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Printed: 5/18/2021

GEORGIA-PACIFIC ENGINEERING STANDARD
SECTION 15 — PIPING
PPI5030-040 Georgia -Pacific -
CLEANING AND TESTING OF PIPING SYSTEMS
2evision 1: 09/10/2010 Page 2 of 7
PART 2 DESIGN & MATERIALS
PART 3 EXECUTION
3.1 PREPARATORY WORK
3.1.1 Tanks and Vessels
3.1.1.1 No tank or other vessel, to which a pipe system to be tested is connected, shall be subjected to the test
pressure unless it has been defmitely established that the tank or vessel is designed for a pressure equal to
or greater than the test pressure.
3.1.2 Valves and Flow Instruments
3.1.2.1 The following pieces of equipment shall be left out during erection and replaced by temporary spool
pieces before cleaning:
Flow nozzles and lined magnetic flow meters.
® All control valves except butterfly valves b" and larger, and V-Ball valves 4" and larger.
3.1.3 Miscellaneous Components
3.1.3.1 The following pieces of equipment shall either be left out during erection or removed from pipelines
before cleaning:
® Orifice plates
® Internal parts of consistency regulators
® Desuperheater nozzles
® Rupture discs
® Spray nozzles
® Temperature elements
3.1.4 Isolation
3.1.4.1 The following pieces of equipment shall be blarlced-off or isolated before cleaning:
Safety relief valves
Instrument connections
Equipment inlets and outlets
3.1.5 Checking Other Equipment
3.1:5.1 All other equipment not specifically listed above_ shall be examined and, if liable to damage by cleaning
and/or by the test pressure, shall be isolated.
2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 5/ 18/2021

GEORGIA-PACIFIC ENGINEERING STANDARD
SECTION 15 — PIPING
PP15030-040 °`' Geo r to ,a ifi
CLEANING AND TESTING OF PIPING SYSTEMS
Revision 1: 09/10/2010 Page 3 of 7
3.1.6 Screens
3.1.6.1 Temporary screens fabricated from '/4" X '/4" mesh, 22 gauge wire cloth shall be provided by the Piping
Contractor and inserted in the suction of all pumps. For pumps which are equipped with permanent
strainers, the temporary strainer shall be inserted upstream of the permanent strainer. The cloth or other
part of the screen shall extend outside of the flange so that its presence can be detected without breaking
the connection. Screens are to be removed by the Contractor after testing and flushing operations have
been completed. When screens are removed, new gaskets must be used. Gaskets, which have been
"grooved" by the screen, shall not be re -used. Special strainer requirements will be indicated on the piping
drawings.
3.1.7 Temporary Connections
3.1.7.1 The Piping Contractor shall provide temporary connections and any temporary piping required for blowing
out lines, as shown on the drawings, or as directed by the Owner's Representative. All temporary
connections and lines shall be removed after blow -down and the piping system left ready for operation.
Temporary air vents or vacuum breakers shall be located by the Contractor.
3.2 CLEANING OF WATER, AIR, AND STEAM SYSTEMS
3.2.1 Flushing
3.2.1.1 Procedure for flushing shall consist of running clean water through the pipeline either by gravity or by
pump at a sufficient velocity to keep the pipe filled with liquid and to remove the dirt in the pipe, such
flow to continue until in the opinion of the Owner's Representative the pipeline is discharging a clean
fluid. When pipelines are flushed into a vessel, the vessel shall be drained, cleaned and inspected by the
Owner's Representative on completion of the flushing, and if such vessels are to be used as a source of
supply for flushing another pipeline, the cleaning and inspection of the vessel shall be completed before
such use.
3.2.2 Air Blowing
3.2.2.1 Mill air supply lines and headers shall be blown with air from the mill compressors or a similar source.
Instrument air supply lines and headers shall be blown with clean, dry, oil free air- from the instrument air
compressor only, and from no other source. Lines that are to be air blown shall be blown at a sufficient
velocity to loosen all dirt and shall be blown until in the opinion of the Owner's Representative the
discharge is entirely free from dust.
3.2.3 Steam Blowing
3.2.3.1 Steam for steam blowing will be furnished from the mill steam supply, unless otherwise specified. Steam
lines and other lines that are to be steam blown shall be blown in the following manner and sequence:
® Check that all spring hanger blocks are removed and that the cold load spring setting is according
to the drawings.
© 2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 5/18/2021

GEORGIA-PACIFIC ENGINEERING STANDARD
SECTION 15 — PIPING
PPIS030-040 A4L Georgia-Pacific
CLEANING AND TESTING OF PIPING SYSTEMS
Revision 1: 09/10/2010 Page 4 of 7
• Install temporary atmospheric vents including anchors and guides and have the installation
checked by the Owner's Representative before commencing a steam blow.
• Close the shut-off valves to steam trap assemblies.
• Heat the pipe of the system slowly to operating temperature and while the pipe or system is being
heated, check that all expansion joints are working, that all expansion shoes and roller saddles are
of the proper length and that floor and wall -opening clearances are adequate.
• As the pipe is being heated, open all pipeline drains and slag pocket drains and clean them if
necessary.
• Steam blow the lines for about 15 minutes at a sufficient velocity to loosen and remove dirt and
scale.
• Cool the pipe gradually over a period of 30 minutes to atmospheric temperature.
• Repeat steps for steam blowing listed above, at least 4 times or until in the opinion of the Owner's
Representative the pipes are clean as measured by a polished steel bar stock or coupon to a
maximum impingement pattern of 1 per square inch.
3.2.4 Re -cleaning
3.2.4.1 If any pipelines or vessels are flushed or blown into a pipeline or system that has been previously cleaned,
the pipeline or system shall be re -cleaned.
3.3 DISINFECTION - POTABLE WATER
3.3.1 All piping and appurtenances designated for potable water service shall be disinfected in accordance with
AWWA Standard C651 after being flushed and cleaned as specified in this standard. Potable water piping
which is subsequently taken out service for inspecting, testing, or repairing will be re -disinfected.
3.3.2 Disinfection shall be performed to the satisfaction of all state and local ordinances and all permit
requirements.
3.3.3 Piping, which becomes contaminated by dirt or debris during construction, shall be thoroughly cleaned
and swabbed with a 1% hypochlorite solution prior to installation. Wetted parts of valves shall be
swabbed with 1 % hypochlorite solution prior- to installation.
3.3.4 After the applicable retention period, the heavily chlorinated water shall be flushed from the line using
potable water until the water leaving the main has a chlorine concentration suitable for domestic
consumption. The heavily chlorinated water must be disposed of in accordance with state and local
ordinances and regulations.
3.3.5 Once final flushing of all mains and services lines is completed, bacteriological samples shall be taken
from each main and each dead end connection. These samples shall be tested by a laboratory approved by
the Owner's Representative and by state and local authorities. Two (2) successive samples per sampling
point taken at least 24 hours apart must show the lines to be free of bacteria. Copies of the test reports
shall be submitted to the Owner's Representative
© 2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 5/18/2021

GEORGIA-PACIFIC ENGINEERING STANDARD
SECTION 15 — PIPING
PPIS030-040 Georgia-Pacific
CLEANING AND TESTING OF PIPING SYSTEMS
Revision 1: 09/10/2010 Page 5 of 7
3.3.6 If the disinfecting process fails to provide acceptable bacteriological samples, the portion or portions of the
piping system feeding the point where the failed test occurred shall be flushed and re -disinfected in
accordance with AWWA C651 until acceptable bacteriological samples are obtained.
3.4 CLEANING OF OIL SYSTEMS
3.4.1 Pipe Materials
3.4.1.1 All lube and hydraulic systems must be fabricated from pickled pipe or tubing (see applicable material
standards) and thoroughly flushed before being put into service.
3.4.2 Field Pickling
3.4.2.1 In the event any section or part of an oil system has not previously been pickled, it shall be pickled in the
field in accordance with the Owner's Standard, "Pickling & Passivating Carbon and SS Piping".
3.4.3 Flushing
3.4.3.1 When the piping is erected and the system is complete, it shall be flushed with recommended flushing oil,
before connections are made to any controls, panels or equipment: These shall be bypassed by the use of
hoses installed to form a complete loop. Then use the following procedure:
® Fill the pump reservoir with flushing oil with a viscosity of 125 SSU at 100°F or an oil selected by
the Owner's Representative.
® Pump through the system for a minimum of 6 hours; during this time, tap all joints to dislodge any
scale that might have formed.
® Drain all lines at lowest points and blow out with clean, dry air. A 50-micron air filter shall be
used in airline at the point where it connects to the oil piping.
® Remove tank filter and clean.
® Drain tank and wipe dry with lint free rags removing any foreign matter. Inspect for and remove
any lint or similar foreign matter after wiping clean.
3.4.4 Filling
3.4.4.1 System shall then be filled to a predetermined level with oil recommended by the equipment manufacturer
or with oil selected for use by the Owner's Representative.
3.5 TESTING
3.5.1 Boiler External Piping
3.5.1.1 Boiler external piping, as defined by the code, shall be tested as specified in the ASME Boiler and
Pressure Vessel Code.
© 2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 5/ 18/2021

GEORGIA-PACIFIC ENGINEERING STANDARD
SECTION 15 — PIPING
JEEk
PP15030-040 Georgia-Pacific
CLEANING AND TESTING OF PIPING SYSTEMS
Revision 1: 09/10/2010 Page 6 of 7
3.5.2 Water and Steam Systems
3.5.2.1 Water and steam piping systems shall be filled with clean water, vented of all air, and subjected to
pressure to equal 1'/2 times the normal working pressure for which all the system was designed.
3.5.3 Oil Systems
3.5.3.1 Hydraulic or Tube oil and other oil systems shall be filled with clean oil of 150-200 SSU at 100°F, or with
the working fluid and subjected to a pressure equal to 1'/2 times the normal working pressure for which the
system was designed.
3.5.4 Process Systems
3.5.4.1 Stock lines, white water lines and other process lines shall be subjected to a normal working pressure test
at start-up time using process liquids or clean water. At this time they shall be inspected for leaks, line
imbalances caused by start-up, and correct support positioning.
3.5.5 Air Systems
3.5.5.1Plant air and instrument airlines shall not be subjected to a hydrostatic test, but shall be tested with air as
110% of design pressure. Any pneumatic test shall include a preliminary step at not more than 25 psig.
This is required to. provide a preliminary safety check of the system. The pressure shall be increased
gradually in steps that allow sufficient time for the piping to equalize strains.
3.5.6 Special Cleaning
3.5.6.1 Chlorine systems and other lines handling fluids, which require special cleaning, shall be tested in
accordance with special procedures provided by the Owner's Representative.
3.5.7 Fuel Gas Systems
3.5.7.1 Gas lines, such as natural gas or propane lines, shall be tested by the gas bubble formation test.
3.5.8 Test Duration
3.5.8.1 Pressure shall be held for 10 minutes minimum and for such additional time as may be required to conduct
inspection for leaks.
3.5.9 Repairs
3.5.9.1 Examination for leaks shall be made at all joints and connections. If leaks are found they shall be repaired
and the line retested.
© 2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 5/18/2021

GEORGIA-PACIFIC ENGINEERING STANDARD
SECTION 15 — PIPING
AEL
PP15030-040 Georgia-padf is
CLEANING AND TESTING OF PIPING SYSTEMS
Revision 1: 09/10/2010 Page 7 of 7
3.5.10 Test Attendance
3.5.10.1 No test shall be conducted by the Contractor without the presence of the Owner's Representative or one of
the Contractor's supervisors approved by the Owner's Representative. No test connections shall be left
attached to the systems unattended, particularly at the end of the test or the end of the work shift. The
Owner's Representative will sign the test record after satisfactory completion of test.
3.5.10.2 If during the field-testing of piping, it becomes necessary to insert blind gaskets in any part of the piping,
this procedure shall be followed.
3.5.10.3 Equip each blind gasket with a long handle or tab painted red, where possible.
3.5.10.4 List all blind gaskets inserted in the piping exactly where they are installed. Remove all blind gaskets,
temporarily installed for testing, at the finish of the test.
3.5.11 Radiography
3.5.11.1 Radiography of welded joints shall be done whenever required by the applicable codes, the Owner's
Welding Standards, or the Owner's Pipe Material Standards.
3.6 CLEANUP -
3.6.1 It shall be the responsibility of the Piping Contractor to remove all items used solely for accomplishing the
testing. At the finish of the test the piping system shall be left in a condition ready for operation. All test
fluids, which are to be discarded shall be run to a nearby sewer or otherwise disposed of, as directed by the
Owner's Representative.
© 2002, Confidential and Proprietary Information of Georgia-Pacific Consumer Products LP, all rights reserved.
Printed: 5/18/2021

IN
Georgia-Pacnitic
Closed Loop Wastewater Recycle System
Permit No. WQ0003380 V4.1
Georgia-Pacific Wood Products LLC
Dudley Plywood Plant
139 Brewington Road
Dudley, NC 28333
710191�

Table of Contents
SECTION1: Introduction.................................................................................................................................................2
1.1 Purpose.........................................................................................................................................................2
1.2 Availability......................................................................................................................................................2
SECTION 2: Facility Information and Statement of Basis (SOB).......................................................................................4
SECTION 3: Operation and Maintenance of Systems.......................................................................................................4
3.1 Scrubber Discharge Recycle System................................................................................................................5
3.2 Log Heating Vat Water Recycle System........................................................................................................6
3.3 Oil/Water Separator Facility.............................................................................................................................7
3.4 Veneer Dryer Wash Down Reclaim System......................................................................................................8
SECTION4: Security.......................................................................................................................................................9
SECTION 5: Spill Countermeasures Procedures..............................................................................................................9
5.1 Personnel Training and Discharge Prevention Procedures: ..................................
............................................. 9
5.2 Countermeasures for Discharge Discovery, Response, and Cleanup: .......................................
......................... 10
5.3 Recovered Materials Disposal: .......................................................................
............................................... 10
5.4 Contact List and Notification Phone Numbers: ........... ......................................................................................
10
5.5 Reporting and Notification Procedures: ....................................................
I ...... ..... I ... - ....... I .................. ......... 11
5.5.1 Internal Notification....................................................................................................................................11
5.5.2 State Notification...................................................................................:..................................................11
5.5.3 Federal Emergency Response Requirements (National Response
Center)....................................................12
5.5.4 Federal Environmental Requirements (EPA Reporting)................................................................................12
5.6 Spill Response Procedures: ...............................................................................................................................
12
SECTION 6: Document OwnerNersion Control..............................................................................................................15
APPENDICES
Appendix A: Pollution Prevention Team
Appendix B: Contact ListlNotification Procedures
Page 1

This Operation and Maintenance (O&M) Plan is required by the Wastewater Recycle
Permit Condition III.1 of permit number WQ0003380 issued by the North Carolina
Department of Environment and Natural Resources (NCDENR) on October 29, 2018 for
the Closed -Loop Recycle System at the Georgia-Pacific (GP) Dudley Plywood LLC
facility. This O&M Plan has been prepared in accordance with NCDENR Permit No.
WQ0003380, permit condition III.1 and North Carolina General Statute 15A NCAC 02T
.1007. The plant used the MP2 Work Order System to schedule and maintain the
wastewater recycle system sources.
1.1 Purpose
The purpose of the O&M Plan is to effectively maintain and operate the facility as a
non -discharge system to prevent the discharge of any wastewater resulting from the
operation of the facility by:
Establishing operation and maintenance of the system to prevent the occurrence
of releases,
,67 Establishing safety measures including restriction of access to the site and
equipment, and
47 Providing release response and notification procedures to be used in the event of
a release.
Should a release occur, this plan outlines procedures to stop spillage, to notify
environmental regulatory authorities, and to contain and clean up the release in order
to ensure minimal environmental impact. The person responsible for O&M activities
and oil and hazardous substances release prevention at GP Dudley is the Facility
Environmental Leader (FEL). The Pollution Prevention Team for the facility is
designated in Appendix A. The contact list and notification procedures are included as
Appendix B.
1.2 Availability
A copy of this plan and revisions to this plan are maintained in the FEL's office for
review.
Page 2

1.3 Related Documents
The following documents also contain release prevention, response, and reporting
procedures:
671 Spill Prevention, Control and Countermeasure (SPCC) Plan for oil.
0 Storm Water Pollution Prevention Plan (SWP3) for ancillary industrial activities
exposed to storm wate.
Page 3

The Dudley, North Carolina facility is a plywood/ manufacturing facility (SIC 2493).
The facility is subject to the recycle system permit requirements because it recycles
process waste water. The permit states that it is issued "...to serve the Georgia-Pacific
Wood Products LLC Plywood Facility with no discharge of wastes to the surface
waters, pursuant to the application received August 10, 2018, and subsequent
additional information received by the Division of Water Resources, and in conformity
with the project plan, specifications, and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered
part of this permit."
The GP Dudley's 286,443 (GPD) wastewater treatment and closed -loop recycle system
consists of:
® A 20,585 gallon scrubber/clarifier to serve the existing scrubber water
discharge recycle loop consisting of; dual ash settling basins, clear water
sump, recycle pump, and all associated piping, valves, pumps, controls
and appurtenances; the
® A 164,459 GPD log heating vat water recycle system consisting of; screen,
surge basin and all associated piping, valves, pumps, controls and
appurtenances; the
® A 300 GPM oil/water separator: 121,984 gallon surge basin, sump and sump
pump; sump and sump pump; and all associated piping, valves, controls, and
appurtences; and the
A veneer dryer wash down system consisting of wash down hose systems,
storage tank, and all associated piping, valves, pumps, controls and
appurtenances.
All records of work orders completed and scheduled associated with the maintenance
of the closed -loop recycle system are maintained in the facilities MP2 Program. Below
is a brief description of the operation and anticipated maintenance of the closed -loop
recycle system.

3.1 Scrubber Discharge Recycle System
The Boiler Production Superintendent is responsible for overall operation of the
scrubber discharge recycle system. A brief description of the operation of the scrubber
discharge recycle system is as follows:
1. Scrubber pumps take suction from the ash ponds common sump and flow water
through the scrubber strainer assembly. The scrubber strainer assembly protects
the spray nozzles from debris entering that will contribute to plugging.
2. The water is sprayed into the scrubber transition through nozzles that spray a
pattern to scrub the flue gas leaving the stack. After passing through the flue gas
the water is collected in the clarifier that overflows to the ash ponds to complete
the cycle.
3. The clarifier is cleaned of ash with a drag chain and refilled as need using either
the ash ponds or groundwater wells.
4. Ponds are rotated as needed, cleaned, and refilled using one of two permitted
groundwater wells that are located adjacent to the ponds.
5. Claifier levels are monitored during the filling process by boiler operators using
a ultrasonic level indicator to ensure proper level is reached.
The following preventative maintenance are preformed on the Scrubber Discharge
Recycle System:
1. Pump low flow alarm checked at each pond rotation. PM: LOFLO_ALARM_01;
PM:LOFLO_ALARM_02
2. Annual internal inspection and cleaning of the scrubber, replace nozzles as
needed. PM: SCRUB AN
3. Monthly external inspection of the scrubber. PM: SCRUB —MO
4. Annual calibration of the scrubber differential pressure. PM: BMACT
CALIBRATE BOIL
5. Annual pump belt change and alignment check. PM: _APTP m-p ABCA
6. Solids removed as needed. OBC

3.2 Log Heating Vat Water Recycle System
The Green End/Log Yard Superintendent is responsible for the overall operation of the
Log Heating Vat Recycle System. A brief description of the operation of the Log
Heating Vat Recycle System is as follows:
Each vat, of which there are seven, has its own recirculating chopper pump,
which cycles the water in a closed loop, through the heat exchanger to the in feed
of the vat and is then drawn out through the out feed by the recirculating pump.
2. When a vat drains water and sludge (bark and pine fiber) through a dump valve,
the water is collected in the containment moat that surrounds the vats. In
addition to the perimeter of the vats, the moat has ditches the same depth as the
moat between each pair of vats.
3. The water and sludge in the moat is pumped to the vat water reclaim screen
drum at the reclaim area which separates solids from the water, diverting the
water into the hot water section.
4. The separated solids are diverted through the end of the screen drum and drop
into a containment area. The containment is sloped to allow any residual water
in the solids to drain back to a low area where a sump pump recirculates the
water and any solids back through the de watering drum. The sump pump is
controlled by a floating switch which activates at a set level. This area is
monitored around the clock by the vat tender, team leaders and supervision.
5. The solids are allowed to sit long enough to dry and then it is removed.
6. The hot water section has a heat exchanger and a recirculating pump which
circulate the water in a closed loop. If the vats need water added, this is where
the water is pumped from.
7. When the hot water section and the vat moat are full, water is diverted from the
hot water section through the circulation pump into the cold water section.
8. The cold water section is used to store water only when there is no room at the
vats, moat, or hot water section because of excess water from the dryer or glue
line departments or from excess collection of rain water. The water in this section
is Dept low to be able to :Hold all 7 vats in any emergency; Any.t;nie there is a
need to add water to the overall system and the dryer or glue line departments

have none to get rid of, water is pumped out of this section to the containment
moat around the reclaim pond by an air actuated pump.
Each one of the pumps above mentioned has a spare in case of failure. Drive belts
and pumps are changed out when they fail since there is enough containment
capacity in each system to allow for 10 or more hours between repairs. Vat tenders
monitor the performance of the pumps throughout the day since each system is in
continuous use to keep the vat moat empty.
The following preventative maintenance activities are performed on the Log
Heating Vat Water Recycle System:
1. Weekly lubrication of pumps. PM: RECLAIM_LUBE
2. Solids removed as needed. OBC
3.3 OilWater Separator Facility
The Maintenance Superintendent is responsible for overall operation of the oil/water
separator facility. A brief description of the operation of the oil/water separator facility
is as follows:
1. The chop saws, debarker, lathes, press pit, wash pit, truck shop containment and
various other areas throughout the mill drain into the inlet sump. If sump
capacity is exceeded then overflow is diverted to the surge basin through the
overflow gravity pipe.
2. The liquid is pumped across a sidehill screen to remove large solids and enters
the inlet of the oil/water separator. The solids go into a hopper for proper
disposal.
3. The inlet liquid passes through a series of coalescing screens to remove fine
solids and separate the oil.
4. The oil floats to the surface and is skimmed into an off board tank.
5. The clean water exits the separator into the outlet sump.
6. The water is then pumped to the as-h ponds for use by the wet scrubber system or
to the city of Goldsboro POTW.

The following preventative maintenance activities are performed on the oil/water
separator facility:
Daily checks to ensure pumps are working, screens are not plugged, off board
tank is not full, and hopper is not full. OBC
2. Weekly and Monthly electrical inspection of all alarm and pump components.
PM: OWS_E_SERVICE_WEEKLY; PM: OWS_E_SERVICE_MONTHL
3. Semi-annual inspection and sludge cleanout if needed. PM: CLEAN O/W
SEPARATOR
4. Annual filter inspection/cleaning. PM: OIL -WATER SEP.FILTER
3.4 Veneer Dryer Wash Down Reclaim System
The Dryer Production Superintendent is responsible for overall operation of the veneer
dryer wash down reclaim system. A brief description of the operation of the veneer
dryer wash down reclaim system is as follows:
1. The Veneer dryer wash down reclaim system allows the Dryer Department to
move water from the collection pit via the log -yard.
2. When water needs to be removed from the area, the Log -yard is contacted to
inform them that pumping is required.
3. Pumping does not begin until it is confirmed by the log -yard that there is
sufficient capacity for the water.
4. If the log -yard does not have capacity for the water, then the water is pumped to
the tube sauna at the vat reclaim area or held in a tank within the dryer wash
down room. The tube sauna is where dryer tubes are soaked in between down
days. This sauna allows for water evaporation.
The following preventative maintenance activities are preformed on the Veneer Dryer
Wash Down Reclaim System:
1. Monthly greasing of the pump. PM: DRYER WASH PUMP
2. Solids removed as needed. OBC

SECTION 4: Security
The facility is fenced on all sides of the property. The facility is manned by GP
personnel 24 hours a day during normal operations and a guard service is utilized to
prevent unauthorized persons from entering the facility at all times.
Facility lighting in the vicinity of the wastewater recycle system sources is adequate to
detect releases, malfunction of equipment, and acts of vandalism during nighttime
hours. Portable lighting is available as needed.
SpillSECTION 5: • - -, - Procedures
5.1 Personnel Training and Discharge Prevention Procedures:
Each employee is responsible for recognizing the potential for an occurrence of any
release and for calling this to the attention of appropriate personnel. Depending on the
situation, appropriate personnel at the facility are guards, supervisors, the FEL, or the
emergency response coordinator. The training of employees addresses the following
topics:
,6-Y The operation and maintenance of equipment to prevent discharges;
,67 Discharge procedure protocols (including release communication procedures);
,67 Applicable pollution control laws, rules and regulations;
`7 General facility operations; and
47 The contents of the SPCC and SWPP Plans.
Personnel receiving annual training at the facility include maintenance and operational
personnel that are involved in the recycle system activities.release. In addition,
individuals responsible for new construction or facility modifications are instructed to
identify release prevention requirements prior to the approval of new projects.
The FEL is the designated person accountable for release prevention at the facility and
reports to facility management. The FEL is responsible for the implementation of
training programs and will ensure that training activities meet facility management
objectives.
The FEL's contact information is maintained in the Contact List and Notification
Procedures. The Contact List and Notification Procedures are included as Appendix B
of this document. The Pollution Prevention Team for the facility is designated in
Appendix A.

5.2 Countermeasures for Discharge Discovery, Response, and Cleanup:
In the event of a release, the facility has trained personnel and equipment available to
contain and clean-up minor releases. On -site equipment and materials include spill
kits, shovels, and sorbent materials (booms, pads, wood chips, etc.) that may be used to
dike, contain, and remove minor releases. A summary of the type and location of
various release control equipment at the facility is summarized below.
mmm
Type of Spill Control
Location of Spill Control
Equipment
Equipment
Sorbent pads
Storage Shed
Speedi-dry
Storage Room South of lathes
Shovels
Brooms
Overpack
Spill Cleanup drum
Various pieces of earth
South of Truck Shop
moving equipment
Various Location on plant site
Ditch Block Material
Boiler Fuel Pile
In case of a larger release, specific response procedures have been developed and are
described in this document. As part of these procedures, external resources
(contractors) have been identified to assist facility personnel. To ensure the
commitment of these external resources, GP maintains a service agreement with the
selected contractor, which is kept on file with GP's Strategic Sourcing and Procurement
Group. At a minimum, contractors identified to assist in a release response will have
the capabilities to provide emergency response, industrial power vacuuming, tank and
pipeline cleaning, building decontamination, excavation/earthmoving, and waste
transportation and disposal services.
5.3 Recovered Materials Disposal:
Small amounts of releaseed materials resulting from incidental releases and leaks that
are cleaned up with Oil -Dry or absorbent wood products will be disposed of in
accordance with local regulations. For larger releases, arrangements will be made with
the cleanup contractor to reclaim or dispose of the releaseed material in accordance
with all applicable state and Federal standards.
5.4 Contact List and Notification Phone Numbers:
The Contact List and Notification Procedures are included as Appendix B of this
document. For additional information, the facility's Spill Prevention Countermeasures
and Control (SPCC) Plan addresses oil spill prevention and response issues. The
facility's Stormwater Pollution Prevention (SWPP) Plan contains additional spill

prevention measures for non -oil storage areas. It is recommended that the emergency
contact information be prominently displayed in locations where releases may occur.
5.5 Reporting and Notification Procedures:
In accordance with 40 CFR 112, any spill of a "harmful quantity' of petroleum products
must be reported if it reaches navigable waters of the United States. Harmful quantities
are defined as quantities that result in a violation of applicable water quality standards
or that cause a film, sheen, or discoloration on the surface of the water or adjoining
shorelines. Navigable waters are defined in the SPCC Plan.
When an RQ of a hazardous substance is released to the environment, the facility must
immediately report the release to the National Response Center. Under the Emergency
Planning and Community Right to Know Act (EPCRA), the facility must also notify the
appropriate state and local authorities of such releases.
5.5.1 Internal Notification
It is the responsibility of each employee to report releases or threatened releases
of oil or hazardous substances. When an employee observes a release or a
condition which the employee believes may result in a release, he/she is to
immediately notify the proper personnel, i.e. the Supervisor or the Shift
Designee. The Supervisor or the Shift Designee will obtain information available
and determine the appropriate response.
If a release occurs during the idle hours, the FEL should be contacted
immediately by the necessary personnel.
5.5.2 State Notification
The North Carolina Department of Environment and Natural Resources requires
a notification to the Washington Regional Office, telephone number (252) 946-
6481, as soon as possible, but in no case more than 24 hours or on the next
working day following the occurrence or first knowledge of any of the following:
a. Any occurrence at the wastewater treatment facility which results in
the treatment of significant amounts of waste which are abnormal in
quantity or characteristic, such as the dumping of the contents of a
basin or tank, the known passage of a slug of a hazardous substance
through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that
render,the facility incapable of adequate wastewater treatment such as
mechanical or electrical failures of pumps, aerators, compressors, etc.

c. Any failure of a pumping station, sewer line, or treatment facility
resulting in a by-pass directly to receiving waters.
d. Any time that self -monitoring information indicates that the facility
has gone out of compliance with its permit requirements.
For any emergency that requires immediate reporting (e.g. discharges to surface
waters, imminent failure of a storage structure, etc.) outside normal business
hours must be reported to the Division's Emergency Response personnel at
telephone number [phone], [phone], or [phone]. Persons
reporting such occurrences by telephone shall also file a written report in letter
form within five (5) days following first knowledge of the occurrence. This
report must outline the actions taken or proposed to be taken to ensure that the
problem does not recur.
5.5.3 Federal Emergency Response Requirements (National Response Center)
Any release that results in an oil sheen on surface waters or waterway or a
release of an RQ of a hazardous substance, must be immediately reported to
NRC at [phone]. If direct reporting to the NRC is not practicable, reports
may be made to the United States Coast Guard (USCG) or the EPA Region 4 On -
Scene Coordinator (OSC).
5.5.4 Federal Environmental Requirements (EPA Reporting)
Federal requirements dictate that if a facility has had a single release of more
than 1,000 gallons of oil or two reportable release events greater than 42 gallons
that discharge oil into waters of the United States within a 12-month period, the
facility must submit the following information to the EPA Regional
Administrator within 60 days of triggering this reporting obligation. The report
is an Amendment to the SPCC Plan that addresses the release and defines
corrective actions and preventive measures that have been implemented.
A written follow-up notice must be submitted to the NRC, the SERC and LEPC
as soon as practicable after a release in excess of the RQ of a hazardous
substance. Based on EPA guidance, 30 days should be sufficient to submit the
written follow-up notice of the emergency release to the SERC and LEPC.
5.6 Spill Response Procedures:
This section outlines initial response actions for a spill or release at the facility outside of
concrete containment. It does not detail the necessary actions for remediation of a
major release, but rather provides guidance for minimizing potential damage from a,
release. The intent of this plan is to provide appropriate guidance for response to
releases of oils and non -hazardous substances. This plan may not address all

compliance issues for releases covered by regulations mandated by laws other than the
Clean Water Act (for example, RCRA, CERCLA, or State requirements.) The guidelines
should be followed to the extent possible and practical.
Facility personnel who have not received specialized OSHA training in emergency
response procedures should not attempt to clean up any hazardous substance release
that is a potential safety or health hazard. Only those releases that have no potential
safety or health hazard or those releases that are incidental releases will be responded to
by plant personnel. External resources (contractors) have been identified to assist
facility personnel in responding to larger releases and those of a hazardous nature
requiring specialized support.
General guidelines for spill response are outlined in the following numbered items.
1. IF AT ALL POSSIBLE STOP THE SOURCE OF THE RELEASE IMMEDIATELY.
Close the valve, shut down pumping, or take whatever actions are possible to stop any
release. If conditions are hazardous (for example, fire or potential explosion), do not
approach.
2. GET HELP
Call the Facility Response Coordinator listed below or on the Contact List and
Notification Procedure, included as Appendix A. If the Coordinator is not at the plant,
call the alternates listed. If none of these are available, call the home numbers. The
Facility Response Coordinator will designate the appropriate personal safety equipment
that must be worn when approaching releases.
Facility Response Coordinator: Brandy Turley
® Cell Phone: [phone]
® Office Phone [phone]
First Alternate: Michael Golden
® Cell Phone: [phone]
If the area is safe, call ,other nearby employees for' assistance in stopping the release.
Notify the area or shift supervisor as soon as possible.

When the Facility Response Coordinator (or alternate) arrives, all other response actions
are to be under his or her direction. The Facility Response Coordinator (or alternate)
should then deterrnme the necessary response actions, including whether evacuation of'
parts or all of the plant is necessary for employee safety. The release should be confined
to the smallest area possible
3. PREVENT THE RELEASE FROM REACHING SURFACE WATERS
Use booms, sandbags, dig small trenches, or place absorbent pads to stop the spread. If
necessary, wood chips, fiberglass mats, sawdust, or scrap paper may be used as a last
resort.
Place booms or pads, dig a diversion ditch, or use soil to form a berm.
If the release reaches water attempt to place booms to contain the release or, if
necessary, block downstream drainage of the release to prevent further discharge.
® Make every reasonable effort to keep release contained to plant property.
® Monitor for runoff until one of the persons listed arrives on the scene to
provide further guidance.
4. DISPOSAL OF MATERIAL
Waste material generated during the release event must be characterized prior to disposal
and disposed of according to regulatory guidelines.
5. NOTIFY YOUR REGIONAL ENVIRONMENTAL MANAGER OR CORPORATE
CONTACT
The Facility Response Coordinator will immediately report the situation to the Regional
Environmental Manager or Corporate Environmental Engineering.
The field and corporate contacts are:
Regional Environmental Brandon Grissom
Manager:
® Office Phone: [phone]
® Cell Phone: [phone]
Business Environmental Allison Casey
Manager:
• Office Phone: [phone]
® Cell Phone: [phone]

6. DETERMINE IF THE RELEASE IS REPORTABLE TO FEDERAL AND/OR STATE
The Regional Environmental Manager or Business Environmental Manager contact will
determine if the release is reportable to local, state or federal authorities. If it is an oil
release and has caused a sheen on waters of the United States, then it is reportable under
40 CFR 110.
If neither the Regional Environmental Manager nor the Business Environmental Manager
contact is available, the Facility Response Coordinator must determine if the release is
reportable to local, state and federal authorities.
7. REPORT THE RELEASE
If it is determined that the release is reportable, the Facility Response Coordinator or
Corporate Environmental Engineer must immediately contact the EPA National
Response Center (800-424-8802) and NCDENR Emergency Response Section (1-800-662-
7956).
8. SUBMIT WRITTEN REPORTS AS REQUIRED
If a written report is required, the Facility Response Coordinator should submit the
information provided in Appendix B of the SPCC Plan to the US EPA and NCDENR
within 60 days.
Copies of all such notifications filed will be maintained for a minimum of 3 years as
required by EPA, or longer if required by state rules.
Operation and Maintenance Plan for Closed -Loop Recycle System
Document Owner: FEL
Document Retention Code:
4.1.2013
Updated contact info for departmental changes throughout plant
Updated contact information, preventative maintenance lists, and
11.23.2015
general annual review
11.16.2016
General annual review
7.18.2017
Inclusion of the OWS surge basin _
6.15.2018
Inclusion of the scrubber clarifier
5.15.2021
1 Update for vat addition

Appendix A
Pollution Prevention Teal

Stormwater Pollution Prevention Team
Name:
Brandy Turley
Title:
Complex Environmental Manager, Plywood, Chip-N-Saw Plant
Telephone:
919.705,0526
Responsibilities:
Responsible for stormwater pollution prevention activities at the Plywood/CNS
facility. As leader of the Pollution Prevention Team her responsibilities include the
following:
® Update the SWP3 as required
® Inspect the facility for compliance with this SWP3
■ Ensure that stormwater pollution prevention is included in employee training
classes (performed by designee)
® Supervise release and leak cleanup
® Supervise facility and procedural changes identified to minimize pollutant
exposure to stormwater
® Communicate with regulatory agencies and the Georgia- Pacific Corporate
Environmental Group as needed
® Conduct and/or coordinate sampling and monitoring as required by the permit
® Submit stormwater sampling and discharge monitoring report (DMR)
Name:
Michael Golden
Title:
Plywood Plant Manager
Telephone:
919.705.0523
Responsibilities:
Mr. Golden is one of the responsible corporate officials at the facility. He is
responsible for supporting the Environmental Specialist's work by providing
adequate resources for completing the activities and programs identified in the
SWP3. Mr. Golden is also required to sign legal certifications as identified in the
SWP3.

Appendix B
AnulftkIl

Contact List/Notification Procedures
Company Name:
Georgia-Pacific Wood Products LLC
Facility Name:
Dudley Plywood
Facility Street Address:
139 Brewington Road
Dudley, NC 28333
Facility Mailing Address:
same
Facility Phone Number
- During Working Hours:
- After Working Hours:
919-705-0213
Facility Latitude:
359 15' 36.121"
Facility Longitude:
789 2' 6.315"
River Drainage Basin:
Neuse River
Nearest Surface Water Body:
Broadhurst Creek
Distance to Nearest Surface Water Body:
0.5 Miles (approximate)
Owner:
Georgia-Pacific LLC
133 Peachtree Street, NE
Atlanta, GA 30303
The Facility Response Coordinator is responsible for the Spill Prevention Program, including
employee training and awareness. The Facility Response Coordinator is also responsible for
coordinating and leading release response, release response training, management approvals,
and necessary equipment, materials, and outside services.
Facility Response Coordinator:
Brandy Turley
(Complex Environmental manager)
- Working Hours Phone Number
[phone]
- After Hours Phone Number
[phone]
First Alternate:
Michael Golden
(Plywood Plant Manager)
- Working Hours Phone Number
[phone]
- After Hours Phone Number
[phone]
Second Alternate:
Mason Curry
(Plant Superintendent)
- Working Hours Phone Number
[phone]
- After Hours Phone Number
[phone]
Emergency Response Contractor(s):
CURA (GP Emergency Response Contractor)
1-800-579-2872(24-hr.#)
Dudley Fire Department
911
North Carolina Department of Public Safety
919-825-2500
North Carolina Department of Transportation
877-368-4968
U.S. EPA National Response Center
[phone]
NCDENR Emergency Response Section
1-800-662-7956
Others to Contact, If Necessary

Dudley Police Department
911
Ambulance
911
Wayne Memorial Hospital
919-736-1110
Wayne County Office of Emergency Services
919-731-1416
EPA Region IV
345 Courtland St., NE
Atlanta, GA 30365
1-800-241-1754
Last Updated: [5/20211

2--m-Pla
inft
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U, -- loruwaTracmc
-7,
RR ASO=`
tudley Plywood/Chip-N-Saw
Facility
-12, m

Date
Signature
Comments
12/1/14
Brandy Turley
12/1/15
Brandy Turley
11/23/16
Brandy Turley
Removed wastes not associated with
closed loop recycle permit. Removed
CNS since permit is rescinded. Added in
Oil Water Separator solids and Veneer
wash down solids.
8/2/17
Brandy Turley
Review for potential changes with Major
Modification Permit Application
11/26/19
Brandy Turley
Annual review
11/17/20
Brandy Turley
Annual review. Ash disposal changed
from Craven Ag to Wayne County landfill.
Minor grammatical edits.

Georgia-Pac.`ffic
PURPOSE................................................................................................
OBJECTIVE.............................................................................................
SCOPE.....................................................................................................
PROCEDURES........................................................................................
IDENTIFICATION..............................................................................
TRACKING.........................................................................................
TRAINING...........................................................................................
RESIDUALS...................................................................................I........
BOILER AND CNS KILN ASH ............. ..................................... I.......
VATFIBER....................................................................................-...
OIL WATER SEPERATOR SOLIDS ..................................................
VENEER DRYER WASH DOWN SOLIDS .......................................
.................................................... 3
.................................................... 3
.................................................... 4
.................................................... 4
.................................................... 4
.................................................... 4
.................................................... 4
.................................................... 4
.................................................... 4
.................................................. 5
.................................................... 5
.................................................... 5
We have established a Residuals Management Plan at Georgia-Pacific's Dudley
North Carolina Plywood manufacturing facility as required in the facilities Closed
Loop Recycle Permit, 15A NCAC 02T .1008. We understand that our
environment is affected by the generation of residuals at our facility. It is our goal
at Dudley Plywood to reduce the generation of residuals as much as possible. In
addition to the reduction of residuals "generated" at our facility, we plan to locate
and utilize to the fullest extent possible all recycling options available now and
seek out future recycling operations as they become available. To this end we
have developed this Residuals Management plan. The plan involves tracking
residuals generated on site, and continuously evaluating the effectiveness of our
reduction policies and procedures. All past, present and future practices will be
evaluated.
Our objective is to produce a paradigm shift in the way our employees look at
"residual generation". We plan to educate and train our employees on the proper
environmental guidelines and procedures which will produce employees who
accept full responsibility and consciousness for their actions, attitudes and
3

Atk
Georgia-Pac
practices that affect the environment. The employees in the mill are the people
who will ultimately decide how successful this program will be.
Residual disposal in landfills is becoming more and more unattractive. Public
support for companies that recycle, coupled with higher disposal costs send the
message that "the right thing to do" is to eliminate wasteful practices and be
more aggressive in finding and using other disposal methods.
IDENTIFICATION
All areas of our facility listed in the Closed Loop Recycle Permit which
produce any type of any amount of residuals will identify and report to the
environmental coordinator on an as needed basis.
TRACKING
The Residual Management Plan includes tracking all items on the residual
generation list. Tracking sheets copies are maintained on the
environmental departments cloud drive. All associates will be responsible
for the residuals that their departments generate. Material releases or
weight tickets for all solid residuals will be tracked and maintained by the
accounting department. Tracking will be done on an as generated basis.
TRAINING
Training will consist "on the spot" training as needed.
r q h z
BOILER AND C1 S KILN ASH
General Statement: Boiler and Kiln ash is a by-product of wood combustion in
the Plywood boiler and the Chip-N-Saw three kilns.
Storage: Ash is stockpiled onsite at either the ash ponds at Plywood or the kiln
holding site at Chip-N-Saw.

nc
ueorgia aaf I -
Disposal: Approval is maintained for ash to be hauled off site'as non -hazardous
waste by an approved vendor, currently it is disposed of at the Wayne County
Landfill.
General Statement: Vat fiber residuals are the byproducts from screening the
used water within the Plywood facilities vats.
Storage: All residual vat fiber is screen separated at the vat reclaim pad.
Separated fibers are then pushed to the upper incline of the drying pad to allow
for drainage of residual moisture and storage.
Disposal: Vat fiber can be disposed of in one of two ways. The fibers, by the
facilities air permit, may be mixed in with the boiler fuel and burned or they may
be hauled off by an approved vendor. Currently the approved vendor is McGill
trucking for beneficial reuse as composting/mulch.
OIL WATER TOR SOLIDS
General Statement: Oil Water Separator solids are the byproduct of screening
the incoming effluent to the oil water separator.
Storage: All oil water separator solids are screen separated at the oil water
separator. Separated solids are gravity dropped into a hopper within the
separators containment to allow for collection and partial dewatering.
Disposal: Oil water separator solids are disposed of on the vat fiber drying pad
for beneficial reuse as composting/mulch.
VENEER DRYER WASH DOWN SOLIDS
General Statement: Veneer dryer wash down solids are a byproduct from the
internal cleaning of the facilities four veneer dryers.
Storage: All veneer dryer solids are separated within the dryer wash down room.
After screen separation, they are discharged onto the contained floor and
manually transferred to a hopper staged outside of the room.

�. i
Georg
Disposal: Veneer dryer wash down solids are disposed of on the vat fiber drying
pad for beneficial reuse as composting/mulch.

3/3/2021
CONNECTGIF
t •SVE6 H05iIN�
ConnectGIS Feature Report
Printed March 03, 2021
See Below for Disclaimer
Streets
i acal.faads
m Interstate
_ —.US Routes
NC Routes
y=�. ,T Railroads
i'--F� „ SJAFS Runway
PublrcAir=pdrts
Parcels
f-
-- _
Previous.Lot Lines
Lot -Line
'i
4Ai ,S
PartEl-Hook
J its+ and Town
'
Extra Territorial Jurisdiction
`
-
County Borders
13
SJAFB'Boundary
r.
Surrounding Genterlrnes
Local Roads
Interstate
US Hig hvray
— NC Highway
Regulated, Ditches and Streams
,g
Rivers`and Lakes
1 A92feet
https:llwayne.connectgis.com/DownloadF!le.ashx?_ags_mapge8373a542114b6l8r,88cf2eb8e620ecx.htm&t=printid 112

3/3/2021 ConnectGIS Feature Report
113194
ILLC
Owner Zip
30348-5681
PIN
2585811115
Owner Address 1
ATTN:PROPERTY TAX
Owner city
KrLAN7A
Unit or Apt
Owner Name
GEORGIA-PACIFIC WOOD PRODUCTS
Owner Address 2
PO BOX 105681
Owner State
GA
Deed Date
12/1/2006 12:00:00 AM
REID
Deed Book
Deed Page
0009546
2495
137
Sale Month
Sale Year
Sale Price
12
2006
0
Previous Deed Book
Previous Deed Page
Previous Sale Month
00928
0396
1
Previous Sales Year
Previous Sale Price
Property Use
1977
150000
42 - HEAVY MANUFACTURING
Record Source
Property Address
Legal Description
Owner
BREWINGTON DR
BREWINGTON DR
Acres
Neighborhood
Account Number
47.81
02909
75334240
Township Code
Building Value
Outbuilding Value
02
5827150
102770
Land Value
Total Market Value
Total Assessed Value
478100
6408020
6408020
Vacant Or Improved
Vacant or Improved 2
1
V
Users of the GIS information/data contained in this web mapping application are hereby notified that the information was compiled from recorded deeds, plats and
other public records and data. Users are notified that the
aforementioned public primary information sources should be consulted for verification of the data contained
in this information. The County of Wayne and the mapping
companies or other entities assume no legal responsibility for the information contained herein. By accepting
this disclaimer you agree and understand the disclaimer.
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3/3/2021
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
Limited Liability Company
Legal Name
Georgia-Pacific Wood Products LLC
Information
Sosld: 0898671
Status: Current -Active (D
Date Formed: 2/15/2007
Citizenship: Foreign
State of Incorporation: DE
Annual Report Due Date: April 15th
Registered Agent: CT Corporation System
Addresses
Mailing
133 Peachtree St NE
Atlanta, GA 30303
Principal Office
133 Peachtree St NE
Atlanta, GA 30303
Reg Mailing
160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417
Company Officials
Reg Office
160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member
GP Building Products Operations LLC
133 Peachtree St. NE
Atlanta GA 30303
https://www.sosno.gov/online_services/search/Business_Registration_Results 1/1

Roy Cooper, Governor
SEMEN NC DEPARTMENT OF
■i NATURAL AND CULTURAL RESOURCES
NXENA
March 23, 2021
Brandy Turley
Georgia-Pacific Wood Products LLC
139 Brewington Rd
Dudley, NC 28333
RE: Info Request ID: 96
Dear Brandy Turley:
D. Reid Wilson, Secretary
Watter Clark
Director, Division of Land and Water Stewardship
N C N H D E-14279
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary, or within a one -mile radius of
the project boundary.
Please note that although there may be no documentation of natural heritage elements within or
near the project boundary, it does not imply or confirm their absence; the area may not have been
surveyed. The results of this query should not be substituted for field surveys where suitable habitat
exists. In the event that rare species are found within the project area, please contact the NCNHP so
that we may update our records.
Please also note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may also not be redistributed without
permission.
If you have questions regarding the information provided in this letter or need additional. assistance,
please contact Rodney A. Butler at rodney.butler(ftcdcr.aov or 919.707.8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCE151
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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPART11riEI+1T OFENVIIiONMENTAi: QUALITY
RALEIGH
CLOSED -LOOP RECYCLE SYSTEM PERMIT
In accordance with 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
Georgia-Pacific Wood Products LLC
Wayne County
FOR THE
a59.g90
operation of a-221;984 gallon per day (GPD) wastewater treatment and closed -loop recycle facility
consisting of the:
installation and operation of: a 20,585 gallon scrubber/clarifier to serve the existing scrubber water
discharge recycle loop consisting of: dual ash settling basins; clear water sump; recycle pump; and all
associated piping, valves, controls, and appurtenances; the
130,606
continued operation of a 100,009 GPD log heating vat water recycle system consisting of a screen; surge
basin; and all associated piping, valves, controls, and appurtenances; the
continued operation of: a 300 GPD oil water separator; 121,984 gallon surge basin; sump and sump pump;
and all associated piping, valves, controls, and appurtenances; and the
continued operation of a veneer dryer wash down system consisting of: wash down hose systems; a storage
tank; and all associated piping, valves, controls, and appurtenances
to serve the Dudley Plywood Facility CLRS, with no discharge of wastes to surface waters, pursuant to the
application received August 10, 2018, and subsequent additional information received by the Division of
Water Resources, and in conformity with the project plans, specifications, and other supporting data
subsequently filed and approved by the Department of Environmental Quality and considered a part of this
Permit.
This permit shall be effective from the date of issuance until November 30, 2022, shall void Permit No.
WQ0003380 issued December-1, , and shall be subject to the following specified conditions and
limitations: oc ber 1'1 a0f 91
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I. SCHEDULES II
�/Q+ Q�i'f�•On5
1. Upon completion of the installation of the -'j brr ai nd prior to operation of this permitted
;'i'tl • .., fhcilit`j, .a certifioation (attar hod cch'A be lidblft`ed. :from a lice'ased North Carolina Professional
ail l!'I'/ ��.1;1:i ;i.'+�r.� 1�1. I i,..•�.��I&LfaCF. at.lsty�PS( 'zty;rlt 5� Y.;..y¢ � tt.. 1i V.; h• '�.r° r_�'s'i YL �'.c:6�EG�' 1n <:'i.n 11 :i' v_6VYliil tl i �J:'Llli,
Divisior appi ovFd p st►lb ad spbs-.ii catlons, and other supp, eiitation', i6eltiding the location
of all monitoring wells as applicable. If this proiect is to be completed in phases and partials certified.
the Permittee shall retain the responsibilp�
ity to track further construction azroved under the same
permit and shall provide a final certificate of comPetion once the entire proiect has been completed.
Mail the Certification to the Division of Water Resources, Water Quality Permitting Section,1617 Mail
Service Center; Raleigh, NC 27699-1617. [ISA NCAC 02T .0116(a)]
2. The Washington Regional Office, telephone number [phone], shall be notified at least48 hours
id advance (excluding weekends and holidays) of operation of the installed facilities such that an in -
place inspection can be inade• Notification to the regional supervisor shall be made from 8:00 a.m.
until 5:00 p.m. on Monday through Friday, excluding State Holidays. [15A NCAC 02T .0108(b)(2)]
No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule ISA
NCAC 02T .0105(d) requires an updated site map to be. submitted with the permit renewal application.
[15A NCAC 02T .0105(d), 02T .0106, 02T .0109, 02T .0115(c)]
if. PERFORMANCE STANDARDS
1. The subject non -discharge facilities shall be effectively maintained and operated at all times so there is
no discharge to the surface waters, nor any contravention of.groundwater, or surface water, standards...
In the event that thefacilities fail to.perform satisfactorily, includinglhe creatioq ofnuisance 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 wastewater
treatment or recycle facilities. [15ANCAC 02T .0108(b)(1)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [15A NCAC 02B .0200, 02L .0100]
3. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for storage and treatment units permitted under 15A NCAC 02H .0200 shall be as
follows (all distances in feet):
i. Any well with the exception of a Division approved groundwater monitoring well: 100
ii. Any property line: 50
[15A NCAC 02H ,02190)]
b. The setbacks for wet decking disposal areas permitted under 15A NCAC 02T .1000 shall be as
follows (all distances in feet):
L Any well with the exception of a Division approved groundwater monitoring well: 100
ii. Public right of ways: 50
iii. Any property line: 50
[15A NCAC 02T .1006(a)]
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c. The setbacks for the a scrubber/clarifier (permitted under 15A NCAC 02T .1000) shall be as
follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate owners hi . 100
'CY'• •. f\%: +i. Lrlk yL:. j:v .1l C3! .A'L, �`.]{ •.s,i.•... .1y .. p,.(4
t .f:cl• .. .. ?1.'{JSI,..{'4tllfjV �..�.�;..`':{.1•'t .::(4^,,.�.I�.;v{: .:t
iii. Surface waters:'
iv. Any well with the exception of a Division approved groundwater monitoring well: 100
v. Any property line: 50
' Georgia-Pacific Wood Products, LLC has waived the setback to two onsite water supply wells
j permitted under the Central Coastal Plain Capacity Use Area (Peirnit number CU3235).
[15A NCAC 02T .1006(a)]
III, OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non-discbarge system to prevent the discharge of any wastewater resulting
from the operation of this facility. The Permittee shall maintain an Operation and Maintenance Plan,
which at a minimum shall include operational functions, maintenance schedules, safety measures and
a spill response plan. [15A NCAC 02T .1007]
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or more
certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
-accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules. [15A NCAC 02T .0117]
3. Public access to the wastewater treatment facilities and closed -loop recycle system shall be prohibited.
[15ANCAC 02T .1000(a)(1)]
4. The residuals generated from the wastewater treatment facilities shall be disposed or.utilized in
accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02T .1008. [ 15A NCAC 02T .1008, 02T .1100]
5. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited. [15A NCAC 02T .0108(b)(1)]
6. Freeboard in the 121,984 gallon surge basin shall not be less than one foot at any time, [15A NCAC
02T .1005(b)(6)]
7. A gauge to monitor waste levels in the 121,984 gallon surge basin shall be provided. This gauge shall
have readily visible permanent markings, at inch or tenth of a foot increments, indicating the following
elevations: maximum liquid level at the top of the temporary liquid storage volume; minimum liquid
level at the bottom of the temporary liquid storage volume; and the lowest point on top of the dam.
[15A NCAC 02T .0108(b)(1)]
8. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs, and
other woody vegetation shall not,be allowed to grow on the earthen dikes or embankments. Earthen
embankment areas shall be kept mowed or otherwise controlled and accessible. [15A NCAC 02T
.0108(b)(1)]
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IV. MONITORING AND REPORTING REQUIREMENTS
1, Any Division required monitoring (including groundwater, plant tissue, soil and surface water.analyses)
an accent9blc: ..
ii. A iy 1 mi(,C d Ol e}IJ'C'44ii1 1;PaLi�,j; r
2. A Division certified laboratory shall conduct all laboratory analyses for the required effluent,
groundwater or surface water parameters, [15A NCAC 02H .0800j
3. Freeboard (i.e., waste level to the lowest embankment elevation) in the 121,984 gallon surge basin shall
be measured to the nearest inch or tenth of a foot, and recorded weekly. Weekly freeboard records shall
be maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request. [15A NCAC 02T .0108(c)]
4, A record shall be maintained of all residuals removed from this facility. This record shall be maintained
at the facility for a period of no less than five years, and shall be made available to the Division upon
request, At a minimum, this record 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. Date the residuals were hauled; and
d. Volume of residuals removed.
[15ANCAC 02T .0108(b)(1)]
5, A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for a
period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Visual observations of the plant and plants, and
b. Record of preventative maintenance (e.&, changing of equipment, adjustments, testing, inspecfions
and cleanings, etc.).
[15A NCAC 02T .0108(b)(1)]
6. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone number (252)
946-6481, as soon as possible, but in no case more than 24 hours, or on the nest working day following
the occurrence or first knowledge of the occurrence of any 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, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
e. Any facility failure resulting in a by-pass directly to receiving surface waters.
d, Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone], Persons
reporting such occurrences by telephone shall also file a written report in letter form within five days
following first knowledge of the occurrence. This report shall outline the actions taken or proposed to
betaken to ensure the problem does not recur. [15A NCAC 02T .0105(1), 02T .0108(b)(1)]
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V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
�,=,��;._ vastazvrtertreatmentacrdrr,Gycicfa'ci.lrtiF:. 115uA<JCACO2Te0108(b)] �;•:..,. r�,tow{4:aU!_z.c! €,_,�.:ile,a a!:t[.� d
~*aria) i ,report'!crn svhe-dule-'shalf .6c't41. >:
PefMittee br'601i d"Ls y'.sfifi;l ilisGyer t fl ;;c.:..;r'Wi t<"water tlreatmenk and recyeta iacilYtics to prevent
malfunctions, facility deterioration and operator errors resulting in discharges, which may cause the
release of wastes to the environment, a threat to human health or a public nuisance, The Permittee shall
maintain an inspection log that includes, at a minimum, the date and time of inspection, observations
made, and any maintenance, repairs, or corrective actions taken. The Pernittee shall maintain this
inspection log for a period of five years from the date of the inspection, and this log shall be made
available to the Division upon request. [15A NCAC 02T .0108(b)]
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and recycle facilities permitted
herein at any reasonable time for the purpose of determining compliance with this permit; may inspect
or copy any records required to be maintained under the terms and conditions of this permit, and may
collect groundwater, surface water or leachate samples. [G.S. 143-21.5.3(a)(2)]
VI. GENERAL CONDITIONS
1, Failure to comply with the conditions and Iimitations contained herein may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statutes 143-215.6A to
143-215.6C. [G.S. 143-215.6Ato 143-215.6C]
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with the
conditions of this permit, the Division approved plans and specifications, and other supporting
documentation. [I 5A NCAC 02T .0110]
3. °Tfiis permit is effective only with respect to the ,nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuantto 15ANCAC 02T .0105(n).
[G.S. 143-21.5.11
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules in
15A NCAC 0213.0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4 and
under General Permit NCG010000; any requirements pertaining to wetlands under 15A NCAC 02B
.0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter 143 of the
General Statutes. [15A NCAC 02T .0105(c)(6)]
5. In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner. [15A NCAC
02T .0104]
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0108(b)(1)]
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority. [15A NCAC 02T
.01050)]
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8. This permit is subject to revocation or unilateral modification upon 60 days notice fi•om the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110. [ 15A NCAC 02T .0110)
9. Unless the.D<vnsion Director grarts a varian s; cxpwn ion 6f4he permitted faciliti`-s contaiii-e l'hereS3T ' �' s
�. •. .,,.,� ; : ,rr` - .,sLai b� t � ' .. �f -i, i t,p .,. ,, ..irl _.; ti@3R �,k :1ne ri9teria.in 15ANCAC, 02'r .0120(b). [15A•
;t'n,31��'S,P ;:�1 iX�t:; �.•, 14' .l.il+'.e.., i. uef t.�., i..s7n:
111CAC 02T .0120] 7.: , ;•,,.;,1.�'.ne .,'; 1'.�a: ;:'•, ,.:� ;.';'r.;;
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to pay
the annual fee accordingly shall be cause for the Division to revoke this permit. [15A NCAC 02T
.0105(e)(3)]
Permit issued this the 29"' day of October 2018
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
0Dmda Culpepper, Interim Director
ivision of Water Resources
By Authority of the Environmental Managem Commission
Permit Number WQ0003380
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