WQ0044332_More Information Received_20230906

Initial Review
Reviewer
nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * W00044332
Applicant/Permittee Carolina Poultry Power RG3, LLC
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* Kim Melvin
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
8644143059
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number: *
WQ0044332
Has Current Existing permit number
Applicant/Permittee Address*
3730 N Main Street, Farmville, NC 27828 (mailing address)
Facility Name*
Carolina Poultry Power- LaGrange CUS
Please provide comments/notes on your current submittal below.
Attn: Erick Saunders
Reference Additional Information Request Letter dated 7/21/23
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
CPP La Grange Pond Permit App Report August 2023
30.8M6
update.pdf
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 9/6/2023

Carolina
Poultry
Power
August 30, 2023
Erick Saunders, Engineer
NCDEQ, Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-16217
Subject: Application No. WQ0044332
Carolina Poultry Power RG3 - La Grange
Dear Mr. Saunders:
The outline below follows the item sequence in your Additional Information Request letter
dated luly 21, 2023.
Section A
Cover Letter/Introduction (Application Section 1)
1
The system was designed to minimize drift under typical wind flow speed
below 25 mph which is the typical design operating conditions. Cooling
sprays are ejected at 60 psi vertical into the air at release points that are at
least 80 feet away from the edge of the pond incline slope.
Section D
Application Form RWCU 06-16 (Application Section 2.1)
1
Item II.4 of "Application Form RWCU 06-16" has been clarified to read,
"Estimated amount of reclaimed water to be used: 223,676 gallons per day
will be lost via Evaporation Losses, and 1,753,920 gallons per day will be
circulated through the evaporation pond via the CPP thermal loop process."
Refer to the water balance schematic # 1030 Rev 2 in "Appendix C
En & eerin Plans" for usage quantities of reclaim water.
2
This section has been updated.
3
There is no surface water runoff into the pond. The only source of pond
water is the reclaim water generator and direct rainfall into the pond
is included in the Mass and Energy Balance sheet. The section is corrected.

Mr. Erick Saunders
August 30, 2023
4
Item IV.1 of "Application Form RWCU 06-16" has been corrected to
reference the correct Plan Sheet Number and Specification Page Number.
5
The geomembrane, HDPE liner will be anchored in an anchor trench
around the pond perimeter to keep it in place. The pond will have at
least 3 feet of water at all times, such that even when the seasonal
water table rises above the bottom elevation of the pond, the liner will
remain in place.
6
Liner installation and testing requirements are on pages SP-2 and SP-3 of
the Appendix D stamped technical specifications.
7
Elevations listed in the RWCU 06-16 application forms are correct and align
with the MEB calculations. Sheets 1963, 1964, and 1962 have been corrected.
8
Section VI.5 has been corrected for individual spray nozzle capacity.
9
Section VII.2 has been updated with the stream index number and the
stream classifications.
10
The four coordinates listed are the four corners of the pond area. These
represent just one conjunctive utilization area.
Section E
Property Ownership Documentation (Application Section 2.2)
1
The lease, which has now been notarized, has been added to "Appendix B
Property Ownership Documentation".
Recorded Survey for Stockport Limited Partnership - Mosely Hall has been
added to "Appendix F Drawings Package".
Section F
Engineering Plans (Application Section 2.5)
1
The updated piping plans # 1962 through # 1966 Rev. 2 show the proposed
thermal loop, including joints, valves, and other appurtenances, and have
been added to "Appendix C Engineering Plans'.
The piping plan 1962 Rev. 2 shows the configuration of the piping network,
including where the system ties into the City's existing reclaimed water line
on the north side of the pond. This plan has been added to "Appendix C
En & eerin Plans".
2
The piping plan # 1962 2 has been updated to show the pipe trenching and
has been added to "Appendix C Engineering Plans".
3
Sheets 1963 and 1963 have been updated with the correct impoundment
elevations.

Mr. Erick Saunders
August 30, 2023
4
The plans have been updated to demonstrate that 24 inches of freeboard
will be maintained
5
The existing City of La Grange treatment plant 8" reclaimed water line is
tapped with a new 4" line that runs underground to the CHP plant, but also
branches off with an above ground 4" line that supplies pond water
makeup valve at the south side of the pond. The piping plans Detail 1 on
Sheet 1962 and the process flow drawing on 1965 and the overall site plan
arrangement drawing in Appendix F, Sheet 1100 are aligned accordingly.
6
The piping plan # 1962 2 Detail 2 has been updated to indicate the elevation
pump suction with the basket screen and has been added to "Appendix C
Engineering Plans".
7
The condenser loop schematic on Sheet 1965 has been corrected. There is no
high temperature circulation water planned to be sent to the City of La
Grange's Water Treatment Plant. Drawing #1100 also showed an incorrect
hot water pipe leading to the City of La Grange, which has been removed.
8
The hot water line noted above that was removed from Drawing #1100 is
the one that crossed the sanitary sewer line. There is no piping that crosses
the sanitary sewer line.
Section G
Specifications (Application Section 2.6)
1
A complete set of technical specifications and has been sealed by a NC PE
and has been added to "Appendix D Specifications".
2
The "Design Criteria Distribution Lines" section of the construction notes
on plan # 1966 was placed in error and has been removed in the updated
plan # 1968 Rev. 2 and has been added to "Appendix C En neerin Plans".
3
A complete set of technical specifications including methods of liner
installation and leakage testing has been sealed by a NC PE and has been
added to "Appendix D Specifications".
4
A complete set of technical specifications including Nozzle System
Specifications has been sealed by a NC PE and has been added to
"Appendix D Specifications".
Manufacturer's specifications for nozzle have been sealed by a NC PE and
has been added to "Appendix D Specifications".
Section H
Engineering Calculations (Application Section 2.7)
1
These calculations have been added to the engineering calculations.

Mr. Erick Saunders
August 30, 2023
2-a
The "DESIGN PARAMETERS: Mass and Energy Balance table has been
revised (dated 8/16/2023) to clarify the column Ref/Comment quantitative
values and the table has been added to "Appendix E Engineering
Calculations'.
2-b
The original submittal of the "DESIGN PARAMETERS: Mass and Energy
Balance table had placeholder values for the reclaim water date. The
document has been revised to show the Town of La Grange's reclaim water
data. This revised document dated 8/16/2023 has been added to
"Appendix E Engineering Calculations".
2-c
Prior reference to "Foods Process Flows' was an error and is removed. The
document has been revised to show City of Wilson reclaim water data. This
revised document dated 8/16/2023 has been added to "Appendix E
Enfteering Calculations".
3
The "DESIGN PARAMETERS: Mass and Energy Balance table has been
revised (dated 8/16/2023) to confirm that the evaporation pond is designed
to contain the accumulation of water from a 25-year, 24-hour storm event
and has been added to "Appendix E Engineering Calculations".
Section I
Site Map (Application Section 2.8)
1
Sheet #1100 has been corrected.
2
The '4" Reclaimed Water to CHP Plant' line on Appendix F, Sheet 1100
connects the CHP Plant boiler feedwater softeners stem.
Section J
Operation & Maintenance Plan
1
No. comment
Section K
Additional Documentation
1
No chemicals will be added into the reclaim water thermal loop.
Should you have any questions regarding this submittal please contact me at 252-800-1969
(richCeastenergyllc.com) or Kim Melvin of Project Integration, Inc. at 864-414-3059.
Sincerely,
Rich Deming, Principal
Carolina Poultry Power, RG3 LLC
M

Carolina
Poultry
Power
490
Application for Conjunctive
Utilization -Reclaimed Water Permit
Carolina Poultry Power RG3, LLC
LaGrange, North Carolina
April 2023 - Amended August 2023
Project Integration, Inc.
116 Hidden Hill Road
Spartanburg, South Carolina 29301
cNVect '2nteqtation, qnc
:fq�

Table of Contents
Section1 Introduction...............................................................................................................................1
1.1 Purpose and Scope................................................................................................................1
1.2 Facility Location and Contact..............................................................................................1
1.3 Pond Design Overview........................................................................................................ 2
Section 2 Application Components and Discussion............................................................................. 4
2.1
Forms RWPI 06-16 and RWCU 06-16.................................................................................4
2.2
Property Ownership............................................................................................................. 4
2.3
Agronomist Evaluation - N/A............................................................................................4
2.4
Soil Evaluation - N/A........................................................................................................... 4
2.5
Engineering Plans................................................................................................................. 4
2.6
Specifications......................................................................................................................... 4
2.7
Engineering Calculations..................................................................................................... 4
2.8
Site Map.................................................................................................................................. 4
2.9
Food Crop Irrigation - N/A.................................................................................................4
List of Figures
Figure 1
Figure 2
SiteLocation Map..................................................................................................... 2
Pond Thermal Loop Diagram................................................................................. 3
List of Appendices
Appendix A Application Forms RWPI 06-16 and RWCU 06-16
Appendix B Property Ownership Documentation
Appendix C Engineering Plans
Appendix D Specifications
Appendix E Engineering Calculations
Appendix F Drawings Package
Carolina Poultnl Power - La Grange 1 August 2023

Section 1
Introduction
Carolina Poultry Power (CPP) is building a power plant adjacent to the Town of La Grange
Waste Treatment Plant in La Grange, North Carolina. CPP is proposing to construct a lined
evaporation pond on the leased property to be used as a heat sink for the boiler cooling water
system. The evaporation pond will receive reclaimed water from the WTP to support the
power plant. A spray nozzle system is integral to this design to facilitate evaporation/cooling
of the pond water.
1.1 Purpose and Scope
CPP retained Project Integration, Inc. (PI) to assist in preparing the environmental
documentation for the conjunctive utilization permit application. The purpose of this document
is to satisfy the permitting requirements necessary to obtain the necessary permit for the
evaporation pond, as designed by Wellons and Qualia Solutions LLC. The application package
consists of the following:
• Evaporation pond design characteristics,
• Property ownership documents
• Engineering plans and specifications,
• Site maps including design drawings,
• Reclaim water labeling
• State application form ONDWWS 06-16, and
• Application fee (mailed 3/16/23)
1.2 Facility Location and Contact
Site address:
Carolina Poultry Power RG3, LLC
5455 Brothers Road
La Grange, NC 28551
The mailing address and contact information for the CPP facility is as follows:
Rich Deming, Principal
Carolina Poultry Power RG3, LLC
3730 N. Main Street
Farmville, NC 27828
Phone [phone]
Carolina Poultry Power - La Grange 1 August 2023

1.3 Pond Design Overview
The CPP La Grange cogeneration facility ("CPP3") is in an industrial zone in La Grange, NC
and is adjacent to the La Grange Water Management Facility ("WMF"). CPP3 is to be a new
poultry litter fueled steam boiler power plant, designed for a minimum 75 MMBtu/hr of
thermal output capacity to a hot water Thermal Loop.
The underground Thermal Loop will circulate cooling water from the Evaporation Pond to
condense exhaust steam from the Steam Turbine Generator ("STG") via heat exchangers. The
heated water will be returned to the Evaporation Pond to be reused in the cycle. Heat delivery
to the Evaporation Pond shall be not less 75 MMBtu/hr at approximately 200°F.
The Evaporation Pond will be constructed as a 3,800,000 gallon geosynthetic HDPE lined basin
adjacent to the CPP3 Facility. The liner will be Solmax 7000 Series, 60 mil black geomembrane.
Liner specifications can be found in Appendix D. Makeup water to the evaporation pond will
be from the WMF reclaimed water system. Floating evaporators will be included on the pond to
manage water temperature. Circulating hot water will also be directed to WMF processes. After
the WMF process users, the circulating water will return to the evaporation pond to be reused
in the cycle.
Carolina Poultry Power - La Grange 2 August 2023

The major components of the Thermal Loop system are:
1. 3.4 MG Evaporation Pond
2. Floating Pond Evaporators
3. Circulating Water Supply and Return Underground Piping
4. Circulating Water Pumps, 2x100%
5. Filtration system
6. 2x100% Condensing Heat Exchangers with Blowdown
Carolina Poultry Power - La Grange 3 August 2023

Section 2
Application Components
2.1 Forms RWPI 06-16 and RWCU 06-16
Appendix A contains the state application forms for conjunctive utilization of reclaimed water
systems. A check for the new Major Generator/User application fee of $1310 was mailed to
your office on March 16, 2023.
2.2 Property Ownership
CPP is leasing land from the Town of La Grange for this project. The appropriate
documentation is included in Appendix B.
2.3 Agronomist Evaluation - N/A
2.4 Soil Evaluation - N/A
2.5 Engineering Plans
Appendix C contains the engineering design plans and drawings, sealed by Prince Dugba of
Qualia Solutions. This is a closed system, with no irrigation or other discharges to the land or
surface waters of North Carolina.
2.6 Specifications
Appendix D contains equipment specifications for the pond spray nozzles, pumps and flow
meters.
2.7 Engineering Calculations
Appendix E contains the engineering design calculations, sealed by Prince Dugba of Qualia
Solutions.
2.8 Site Map
Appendix F contains the signed, sealed and dated site map along with topography and all
facility -related structures within the reclaimed water utilization area.
2.9 Food Crop - N/A
Carolina Poultry Power - La Grange April 2023

Appendix A
Application Forms RWPI 06-16 and
RWCU 06-16
Carolina Poultry Power - La Grange April 2023

(Original Submittal Form) State of North Carolina
WR
Department of Environmental Quality
TIDivision of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
Division of I�rf Resources INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION
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 additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section Non -Discharge Permitting Unit website
General —This form is required for all projects involving the generation, utilization, and or distribution of reclaimed water. At least one
of the following forms must also be included in the application package. However, multiple forms may be applicable. Unless
otherwise noted, the Applicant shall submit one original and two copies of the application and supporting
documentation. Please check the boxes below as appropriate to indicate which additional forms are included in the
application package:
❑ Reclaimed Water Generation (FORM: RWG) — for wastewater treatment facilities producing reclaimed water.
❑ Non -Conjunctive Utilization (FORM: RWNC) — for reclaimed water utilization activities, when the reclaimed water
utilization activity is required in order to meet the wastewater disposal needs of the facility.
® Conjunctive Utilization (FORM: RWCU) — for reclaimed water utilization activities, when the reclaimed water option is
not necessary to meet the wastewater disposal needs of the facility and other wastewater utilization/disposal methods are
available.
❑ Bulk Distribution (FORM: RWBD) for distribution of reclaimed water in a bulk manner.
❑ Distribution Lines (FORM: RWDL) for construction of reclaimed water distribution lines.
❑ Wetland Augmentation (FORM: RWWA) — for projects seeking to utilize reclaimed water for the purpose of wetland
augmentation.
❑ Local Program Approval (FORM: RWLPA) for projects seeking permitting delegation for reclaimed water users.
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) according to the following fee schedules:
® STANDARD REVIEW — Submit the appropriate fee for all new and major modification applications as listed in the table
below.
Facility Classification
Major Generator/User (ADF > 10,000 gallons per day)
Minor Generator/User (ADF < 10,000 gallons per day)
Reclaimed Water Distribution Lines
New Permit I Major Modification '
$1,310 1 $395
$810 1 $245
$480 1 N/A
A major modification shall be defined as any permit modification that: increases the generating facility's
average daily flow (ADF); increases the utilization area acreage; adds additional utilization areas not
previously approved; or includes the addition of new treatment units/processes not previously permitted.
There is no fee for minor permit modifications.
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 1 of 2

C. Reclaimed Water Project Information Form (FORM: RWPI 06-16) (All application packages):
® Submit the completed and appropriately executed Reclaimed Water Project Information (FORM: RWPI 06-16) fonn. Please
do not make any unauthorized content changes to this form.
® The applicant name in Item I.1. shall be consistent with the applicant name on the plans, specifications, agreements, etc.
® The Applicant's Certification on Page 3 of this fonn shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative
for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a sole proprietorship;
and by either an executive officer, an elected official in the highest level of elected office, or other authorized employee for a
municipal, state, or other public entity. 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.
There is no fee for permit renewal without modification.
D. Existing Permit: (All Modification Packages):
❑ Submit the most recently issued existing pen -nit.
❑ 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.).
ONE ORIGIANL AND TWO COPIES OF 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 STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2

D,_WR____17_
Divlslan of Water Resources
I. GENERAL INFORMATION:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
FORM: RWPI 06-16
1. Applicant's name: Carolina Poultry Power RG3. LLC
Mailing address: 3730 North Main Street
City: Farmville State: NC Zip: 27828-
Telephone number: [phone]
Email Address: gan(d_eastenergyllc.com
2. Signature authority's name: Rich Deming (per 15A NCAC 2U .0106) Title: CEO
3. Applicant type (check all that apply):
❑ Government ❑ Federal ❑ State ❑ Municipal ❑ County
❑ Individual
® Corporation
✓ For new permits, submit documentation that the company is registered for business with the NC Secretary of State.
❑ General Partnership
✓ For new permits, submit a copy of the certificate filed with the Register of Deeds in the county of business.
❑ Privately Owned Public Utility
✓ For new permits, submit a Certificate of Public Convenience and Necessity from the NC Utilities Commission, or a
letter from the NC 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.
❑ Home Owners Association
✓ For new permits, submit a properly executed Operational Agreement (FORM: HOA); and proposed or approved
Articles of Incorporation, Declarations and By-laws.
❑ Developer (where residential lots are to be sold)
✓ For new permits, submit a properly executed Operational Agreement (FORM: DEV)
4. Demonstration of historical consideration for permit approval:
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. 143-215.6B? ❑ 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
FORM: RWPI 06-16 Page 1 of 3

II. PROJECT INFORMATION
1. Application type: Select (See Instruction B) Fee Submitted$1310 (See Instruction B)
2. For modifications, provide the existing permit number: WQ00 and most recent issuance date:
3. Provide a brief description of the activities proposed for permitting: Cooling water pond for utility boiler
4. What is the status of the following associated permits and/or certifications ? (if not applicable, please mark as N/A)
Permit/Certification
Date Submitted
Date Approved
Permit/Certification No.
Agency Reviewer
Collection System (O >
200,000 GPM
n/a
Dam Safety
n/a
Erosion & Sedimentation
Control Plan
n/a
Nationwide 12 / Section 404
n/a
Pretreatment
n/a
Sewer System
n/a
Stormwater Management Plan
n/a
Other:
✓ For any of the permits and certifications listed above that will directly impact the construction of the proposed reclaimed
water project, please provide documentation of permit approval or final certification. Note: This application may be
considered incomplete, or the resulting permit may be issued conditionally if a pending issuance of any of the related
permits/certifications directly impacts the proposed facility.
5. Documentation of the presence or absence of threatened or endangered aquatic species at the project site utilizing information
provided by the Department's Natural Heritage Program is required for construction of all new WWTP projects and/or non -
conjunctive utilization sites, and for any project involving expansion of a WWTP and/or non -conjunctive utilization site in
accordance with 15A NCAC 02T .0105(c)00). Provide the location in application package where this documentation is
located: n/a; or explain why this item is N/A. Conjunctive Utilization
6. Does this project utilize public monies or lands? ❑ Yes or ® No
✓ If yes, was an Environmental Assessment required under 15A NCAC 01C?
Yes ❑ No
Include one of the following final environmental documents with this submittal:
❑ Finding of No Significant Impact, or ❑ Record of Decision
Describe any mitigating factors from the Environmental Assessment that impact the design and/or construction of the
reclaimed water project:
7. Is any portion of the proposed project (reclaimed water treatment units, storage units, distribution lines, or utilization areas)
located within the 100 year flood plain? ❑ Yes or ® No
✓ If yes, specify which portion(s) of the project are affected?
✓ If yes, has the Applicant submitted written documentation of compliance with & 143 Article 21 Part 6? ❑ Yes or ❑ No
Documentation should consist of a letter from the local authority (i.e., county/municipality) stating that the project
complies with any local floodplain ordinance that may apply.
FORM: RWPI 06-16 Page 2 of 3

Applicant's Certification (signing authority must be in compliance with 15A NCAC 02U .0106):
I,
(signing authority name — PLEASE PRINT) (title)
attest that this application for Carolina Poultry Power RG3, LLC
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. i understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that
if all required supporting information and attachments are not included, this application package will be returned to me as incomplete.
I further certify that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02U .0105. Note:
In accordance with NC 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 ]tics un to 525,000 per violation.
Signature: (,_�cr__ Date: 4/20/23
FORM: RWPI 06-16 Page 3 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02U — RECLAIMED WATER SYSTEMS — CONJUNCTIVE UTILIZATION
FORM: RWCU 06-16
L CONTACT INFORMATION:
1. Applicant's name: Carolina Poultry Power RG3, LLC
Mailing address: 3730 North Main Street
City: Farmville State: NC Zip: 27828-
Telephone number: [phone] Email Address: richgeastenergyllc.com
2. Signature authority's name: Rich Deming (per 15A NCAC 2T .0106) Title: CEO
3. Consulting Engineer's name: Kim Melvin License Number: NC 025853 Firm: Project Integration, Inc.
Mailing address: 116 Hidden Hill Road
City: Spartanburg State: SC Zip: 29301-
Telephone number: [phone] Email Address: kmelvinp_pintegration.com
4. Consulting Soil Scientist's name: License Number: Firm:
Mailing address:
City: State: Zip: ---
Telephone number: (_) = Email Address:
5. Consulting Agronomist's name: Firm:.
Mailing address:
City: State: Zip: -_
Telephone number: (_) = Email Address:
IL USER INFORMATION
1. Reclaimed water user name(s): Carolina Poultry Power (CPP3)
User facility physical address: 5455 Brothers Road
City: La Grange State: NC Zip: 28551- County: Lenoir
2. Facility status: Proposed
3. What is the proposed beneficial use(s) of the reclaimed water in accordance with 15A NCAC 02U .0101(a)?
(Check all that apply)
❑ Irrigation (non food crop) ❑ Irrigation (food chain crops) ❑ Industrial process water make up
❑ Cooling towers ❑ Chiller/Boiler makeup ❑ Urinal/Toilet flushing (non-residential)
❑ Fire protection (non-residential)
® Other (specify): Utility boiler cooling water
4. Estimated amount of reclaimed water to be used: 223,676 gallons per day
5. Does the reclaimed water source facility already have a permit for generation of reclaimed water? ® Yes or ❑ No
✓ If Yes, list permit number: W00034386
✓ If No, then the Reclaimed Water Generation application (FORM: RWG) must also be included in this package.
6. In accordance with 15A NCAC 02U .0501(a)(2) and (b)(2), how will the public and/or employees be notified about the use of
reclaimed water? Piping labels and plant signage will be used to notify the public and employees.
7. Specify the location within the application package where examples of notification materials can be found: Next Page Insert
FORM: RWCU 06-16 Page 1 of 7

III. UTILIZATION AREA SETBACKS (15A NCAC 02U .0701)
1. Provide the actual minimum distance in feet from the storage units and utilization areas to each item listed (distances greater
than 500 feet may be marked N/A):
Utilization Areas
Final Effluent Storage
Setback Parameter
Units
Required Actual
Required
Actual
Any private or public water supply source
100
>500
Any property line
50
50
Any well with exception of monitoring wells
100 >500
100
>500
Surface waters (streams — intermittent and perennial,
100 >500
50
>500
perennial waterbodies, and wetlands) classified as SA
Surface waters (streams — intermittent and perennial,
25 >500
50
>500
perennial waterbodies, and wetlands) not classified as SA
2. Do the utilization areas and storage units comply with all setbacks found in the river basin rules (15A NCAC 213 .0200)?
®Yes or❑No
✓ If no, list non -compliant setbacks:
3. Are any setback waivers required in order to comply with 15A NCAC 02U .0701? ❑ Yes or ® No
✓ If yes, have these waivers been written, notarized signed by all parties involved and recorded with the County Register
of Deeds? ❑ Yes or ❑ No
✓ If yes, has allon-Discharge Wastewater System Waiver (FORM: NDWSW) been included with this application package?
❑Yes or❑No
IV. DESIGN CRITERIA FOR DISTRIBUTION SYSTEMS (15A NCAC 02U .0403)
1. Fill in the table below to indicate the location in the plans and specifications where the following items can be located:
Distribution System Design Element
Plan Sheet
Specification Page
Number
Number
Labeling of valves, storage facilities, and outlets to warn the public or
Appendix C
Appendix C
employees that reclaimed water is not intended for drinking in
Sheet 8
Sheet 8
accordance with 15A NCAC 02U .0403 b
Identification of piping, valves, and outlets as reclaimed water
Appendix C
Appendix C
(i.e., color coding purple, labeling, taping, etc.) in accordance with 15A
Sheet 8
Sheet 8
NCAC 02U .0403 c a
Method of securing valves and outlets the permits operation by
Appendix C
Appendix C
authorized personnel only in accordance with 15A NCAC 02U .0403 d
Sheet 8
Sheet 8
Hose bibs locked for use by authorized personnel only in accordance
Appendix C
Appendix C
with 15A NCAC 02U .0403 Ue
Sheet 8
Sheet 8
a. Identification of existing underground distributions systems shall be incorporated within 10 feet of crossing any water
line or sanitary sewer line.
2. Will potable water be used to supplement the reclaimed water system? ❑ Yes or ® No
✓ If yes, what cross connection control measures will betaken in accordance with 15A NCAC 02U .0403(f)?
Plan Sheet Number Specification Page Number
✓ If yes, is documentation that the proposed cross -connection control measures have been approved by the Division of
Environmental Health's Public Water Supply Section included in this application package? ❑ Yes or ❑ No
3. Has each utilization area been equipped with a flow meter to accurately determine the volume of reclaimed water utilized?
®Yes or❑No
FORM: RWCU 06-16 Page 2 of 7

V. DESIGN INFORMATION FOR EARTHEN STORAGE IMPOUNDMENTS: 15A NCAC 02U .0401
IF MORE THAN ONE IMPOUNDMENT, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any earthen reclaimed water operational storage impoundments located at the utilization site(s)? ® Yes or ❑ No
✓ If no, then skip this Section V.
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: 35.6853' Longitude:-77.8963'
3. Do any impoundments include a discharge point (pipe, spillway, etc)? ❑ Yes or ® No
✓ If Yes, has the required NPDES permit been obtained to authorize the discharge of reclaimed water? ❑ Yes or ❑ No
➢ Provide the NPDES permit number , or the date when NPDES application was submitted:
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 x❑ No
If yes, what is the drainage area?
6. Is a liner provided with a hydraulic conductivity no greater than 1 X 10 -6 cm/s? ® Yes or ❑ No
✓ If No, has the Applicant provided data to show that the reclaimed water source is protective of the groundwater standard
for nitrates (10 mg/1)? ❑ Yes or ❑ No
7. What is the depth to bedrock from the earthen impoundment bottom elevation? >55 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? ECYes, ❑ No or ® N/A
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
8. 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.)? The geomembrane, HDPE liner will anchored in
an anchor trench around the pond perimeter to keep it in place. The pond will have at least 3 feet of water at all times, such that
even when the seasonal water table rises above the bottom elevation of the pond, the liner will still be in place.
9. If applicable, provide the specification page references for the liner installation and testing requirements: App D, SP-2, SP-3
10. 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
11. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements
Earthen Impoundment Dimensions
Liner type:
❑ Clay
®Synthetic
Top of embankment elevation:
97.5 ft
❑ Other
I ❑ Unlined
Liner hydraulic conductivity:
Solmax <QXIOE-6 cm/s
Freeboard elevation:
95.5 ft
Hazard class:
Not Applicable
Toe of slope elevation:
97.5 ft
Designed freeboard:
2 ft
Impoundment bottom elevation:
89 ft
Total volume:
606,545 ft3
41537,564
gallons
Mean seasonal high water table depth:
94.5 ft
Effective volume:
441,521 ft3
31303,016
gallons
Embankment slope:
2.5 : 1
Effective storage time:
1.83 days
Top of dam water surface area:
86,149 ft2
Plan Sheet Reference:
Appendix E
Freeboard elevation water surface area:
78,925 ft2
Specification Section:
Appendix E
Bottom of impoundment surface area:
57,436 ft2
FORM: RWCU 06-16 Page 3 of 7

FORM: RWCU 06-16 Page 4 of 7

VI. DESIGN INFORMATION FOR CONJUNCTIVE USE IRRIGATION SYSTEMS
1. Will reclaimed water be used for irrigation? ❑ Yes or ® No
✓ If no, then skip this Section.
2. The irrigation system is: ❑ existing ❑ proposed
3. The irrigation system is: Select
4. Does the irrigation area contain any subsurface drainage structures? ® Yes or ❑ No
✓ If yes, where does the drainage system discharge?
5. Provide the equipment information below for spray and/or drip systems:
Spray Utilization Design Element
Plan Sheet
Number
Specification
Page Number
Wetted area of nozzles
80,000 ft2
App E
6
Nozzle capacity
69.4 gpm
App D
SP-2
Nozzle manufacturer / model
BETE /
App D
SP-2
Drip Utilization Design Element
Plan Sheet
Number
Specification
Page Number
Wetted area of emitters
ft2
Emitter capacity
gpm
Emitter manufacturer / model
/
6. If applicable, provide the location of each design element in the specifications and engineering plans for irrigation dosing
systems:
Utilization Pump Tank
Plan Sheet
Number
Specification
Page Number
Internal dimensions (L x W x H or (p x H)
ft
ft
ft
Total volume
ft3
gallons
Dosing volume
ft3
gallons
Audible & visual alarms
Equipment to prevent utilization during rain events
FORM: RWCU 06-16 Page 5 of 7

VI. DESIGN INFORMATION FOR CONJUNCTIVE USE IRRIGATION SYSTEMS (Continued)
7. Provide the following information for each irrigation site:
Site
ID
Latitude a
Longitude a
Area
(ft)
Recommended
Precipiation Rate b
(in/hr)
Design
Precipitation
Rate b(in/hr)
Crop
Type
Waterbody
Stream
Index No.
Classification °
O , „
O , „
O , „
O , „
O , „
O , „
O , „
O , „
O , „
O , „
a. Level of accuracy? Select Method of measurement? Select Datum? Select
b. For seasonal loading rates, list appropriate months.
Instructions for determining the waterbody stream index number and its associated classification can be found at the following web address:
https://ncdenr. s3.amazonaws.com/s3 fs-public/Water%2OQualiiy/Aquifer%2OProtection/LAU/Agreements/W SCA%2008-13.pdf
VIL INFORMATION FOR OTHER CONJUNCTIVE UTILIZATION AREAS (other than irrigation)
1. Will reclaimed water be utilized for purposes other than irrigation? ® Yes or ❑ No If No, skip this Section.
Provide the following information for all other reclaimed water utilization sites (non -irrigation):
(Four corners of pond represented by coordinates below. These represent one utilization area.)
Site ID
Latitude a
Longitude a
Allowable Use
Waterbody/Stream Index No. b
Classification n
001
35° 18'41"
-77°46'41"
Evap Pond
Moseley Creek/27-77-2
C; Sw, NSW
002
35°18'44"
-77°46'44"
Evap Pond
Moseley Creek/27-77-2
C; Sw, NSW
003
35°18'45"
-77°46'43"
Evap Pond
Moseley Creek/27-77-2
C; Sw, NSW
004
35°18'42"
-77°46'40"
Evap Pond
Moseley Creek/27-77-2
C; Sw, NSW
o , 11
o , „
o , 11
o , „
a. Level of accuracy? Nearest second Method of measurement? Conversion from UTM Datum? NAD83
b. Instructions for determining the waterbody stream index number and its associated classification can be found at the following web address:
https://ncdenr.s3.amazonaws.com/s3fs-public/Water%200uality/Aquifer%20Protection/LAU/Agreements/W SCA%2008-13.pdf
FORM: RWCU 06-16 Page 6 of 7

VIIL IRRIGATION OF FOOD CHAIN CROPS
1. Will the system be used to irrigate food chain crops? ❑ Yes or ® No
2. If Yes, please complete the flowchart below by checking the appropriate yes/no responses. If No, skip this Section.
Will the portion of the crop intended for
human consumption be peeled, skinned,
cooked, or thermally processed prior to
human consumption?
Yes
Type 1 reclaimed water is
allowed pursuant to (15A
NCAC 02U .0301(b)), for
direct or indirect contact
irrigation.
No
Will the irrigation activity result in the
direct contact of reclaimed water on
the portion of the crop intended for
human consumption (direct contact
irrigation)?
Yes
This activity is not allowed
without further study pursuant
to 15A NCAC 02U .1401(a)(5).
No
Type 2 reclaimed water is
allowed pursuant to
15A NCAC 02U .0301(a), for
indirect contact irrigation.
3. For food crop irrigation sites not owned by the reclaimed water supplier, has a Landowner Agreement been included in the
application package as outlined in Instruction I? ❑ Yes or ❑ No or ❑ N/A
4. What type of notification will be provided at the irrigation site(s) to inform the public about the use of reclaimed water in
accordance with 15A NCAC 02U .1401?
FORM: RWCU 06-16 Page 7 of 7

Professional Engineer's Certification:
attest that this application for C
has been reviewed by me and is accurate, complete
and consistent with the information supplied in the engineering plans, 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 NC 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 510,000 as well as civil penalties up to
$25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
=:a SEAL
025853 - —
Applicant's Certification (signing authority must be in compliance with I5A NCAC 02T .0106):
I, Rich Demin CEO
(signing authority name — PLEASE PRINT) (title)
attest that this application for Carolina Poultry Power RG3, LLC
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater from
this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this
permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105. Note: In accordance with NC
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.
Signature
!yam �- 8/31/2023
j(` Date:
FORM: RWCU 06-16 Page 8 of 7

Appendix B
Property Ownership Documentation
Carolina Poultry Power - La Grange August 2023

Page 1 of 1
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R/W = RIGHT-OF-WAY
EIP = EXISTING IRON PIPE
EPKN = EXISTING PK NAIL
SIP = SET IRON PIPE
ECM = EXISTING CONCRETE MONUMENT
ECS = EXISTING COTTON SPINDLE
ERRS = EXISTING RAILROAD SPIKE
NIPS = NO POINT SET
= 404 WETLANDS
N 54°38'29"
80.51'(TIE)
N 59"3740" E
1063.46'(TIE) RlVI/ _ _ N 54.44'40" E
--- _ 246.54'(TIE) ECS-
& GS MONUMENT EPKN _ EPKN
"LaGRANGE"
N=571,020.01' RNV ECM S 36°07'40" EIP
E=2,362,579.76' S 36*07'26" 30.00'(TIE)
NAD83/2011 30.42'(TIE)
i • i
APPROVE �NR..
PT FROM TOWN O GRANGE
SUBDIVIS �T10
TO CFGRANGE SUBDIVIlbV ADMINISTRATOR
1, MICHAEL W. BALDWIN, CERTIFY THAT THIS SURVEY
IS AN EXCEPTION TO THE DEFINITION OF
SUBDIVISION AS PER NCGS 160D-802(a)(2).
_••i O f 4► ul
A PORTION OF THIS PROPERTY IS LOCATED IN ZONE AE, AND
IS WITHIN A SPECIAL FLOOD HAZARD AREA, AS DETERMINED
BY NFIP RATE MAP DATED APRIL 16, 2013 : COMMUNITY PANEL
NUMBER 3720356700K
1, HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN
HEREON HAS BEEN FOUND TO COMPLY WITH THE
SUBDIVISION REGULATIONS OF THE TOWN OF LaGRANGE,
NORTH CAROLINA, AND THAT THIS PLAT HAS BEEN
APPROVED BY THE ADMINISTRATOR FOR RECORDING IN THE
OFFIC REGISTER OF DEEM OF LENOI OUNTY.
1 :�
q) /"Z/c
ADMIijWTOR / DATE
I, (WE) HEREBY CERTIFY THAT 1 AM (WE ARE) THE OWNER(S)
OF THE PROPERTY DESCRIBED HEREON, WHICH PROPERTY
IS WITHIN THE SUBDIVISION REGULATION AND JURISDICTION
OF LENOIR COUNTY AND THAT 1 (WE) FREELY ADOPT THIS
PLA BDIVISION.
SIG ARE OF OWNER- >" DATE
w
SIGNATURE OF OWNER DATE
Lm•�jael
1, MICHAEL W. BALDWIN, CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION
(DEED RECORDED IN BOOK 1037, PAGE 912); THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND
IN BOOK SEE , PAGE NOTES ; THAT THE RATIO
OF PRECISION AS CALCULATED IS 1:10,000+; THAT
TH11NOWWASARED IN ACCORDANCE WITH
7-30 AS AMEND D. WITNESS MY ORIGINAL
NATURE, LICENS NUMBER AND SEAL THIS
DAY OF MAY A.D.,
T
PLS
L-3082
w
F-
N 47*40'18" E-
112.44'(TOT)(TIE)
N 47°25'27" E
25.18'(TIE)
LaGRANGE
DB 1037, PG 912
A PORTION OF
PARCEL #15787
F `
�b NEW
PROPOSED 20"
ILITY
ACCESS AED UT
ASEMENT
SEE DETAIL "A"-
� 1
C A rRl trr/ifi
`FitS'S''o������4
SEAL �= =
r�=.r L-3082 4cz=
WE
EX. CLARIFIERS
REVIEW OFFICER
S
E
20�
S 54.38'45" W
69.39( 6438'45"E NCSR 1514 -BROTHERS ROAD
Z8)498(60' R1W 19' PAVEMENT PUBLIC)
N 54°41'19" E 1504.32'
STATE OF NORTH CAROLINA
COUNTY OR LENOIR
6uy F.
REVIEW OFFICER OF LENOIR COUNTY, CERTIFY
THAT THE MAP OR PLAT TO WHICH THIS
CERTIFICATION IS AFFIXED MEETS ALL STATUTORY
REQUIREMENTS FOR RECORDING.
DATE --J] 12,1 2ZI 2-
REVIEW OFFICER
l
EX. CLARIF
LINE
OM FIRM
S 05009'52" W
39.44'(TIE)
EIP
IP
EX. PONDS
o/EASEMENT AREA
J
ELECTRICAL
a INFRASTRUCTURE
SIP "—L11
SITE
4-'A
THIS MAP FILED FOR REGISTRATION THIS DAY
OF S"'1cM,AW
AT-4.1.51 O'CLOCK_M AND DULY REGISTERED IN
PC _PAGE
REGISTER OF DEEDS
LENOIR COUNTY
BY: 21A�AAI 14 ;�,
/ A S&WrTA 44T 1 DEPUTY
LINE TABLE
COURSE
BEARING
DISTANCE
Lt
N 4728*57" W
156.74'
L2
N 4T40'18" E
20.00'
L3
S 42'28'57" E
90.00'
L4
N 4T 40' 18" E
90.00,
L5
S 4728'57" E
20.00'
L6
S 47*40'18" W
90.00'
L7
S 42'28'57" E
46.34'
L8
S 46'31'16" W
20.00'
L9
N 42'40'53" W
209.06'
L10
S 41'47'10" E
207.79'
L11
S 46'09'41" W
48.27'
DETAIL "A"
SCALE: 1 "= 100'
200' 100, 0 200' 400' 600'
GRAPHIC SCALE: 1" = 200'
CLOSURE CHECK BOUNDARY
CHECKED: NRW I DATE: 03/15/2022
SHEET 1 OF 1
SURVEY FOR
i
REFERENCE: BEING A PORTION OF THE PROPERTY
DESCRIBED IN DEED BOOK 1037, PAGE 912 (TRACT 6)
OF THE LENOIR COUNTY REGISTER OF DEEDS
MOSELEY HALL TOWNSHIP, LENOIR COUNTY, NORTH CAROLINA
ADDRESS: 203 S. CENTER STREET
SURVEYED: CBM
DRAWN: JGG/LPF
CHECKED: MWB
APPROVED: MWB
DATE: 5/19/2022
SCALE: 1" = 200'

THIS FIRST AMENDMENT TO LEASE (this "First Amendment") is
made and entered into this 13th day of September , 20 22 (the "Effective
Date") by and between STOCKPORT LIMITED PARTNERSHIP ('Landlord"); and
CAROLINA POULTRY POWER RG3, LLC ("Tenant").
WITNESSETH:
WHEREAS, Landlord, as landlord, and Tenant, as tenant, entered into that
certain Lease Agreement, dated April 12, 2022, a copy of which is attached hereto as
Exhibit A (the "Lease"); and
WHEREAS, Landlord and Tenant desire to modify and amend certain
provisions of the Lease as described herein.
NOW, THEREFORE, for and in consideration of the mutual covenants and
promises as hereinafter expressed, and other good and valuable considerations, the receipt
and sufficiency of which are hereby acknowledged, the parties promise, covenant and
agree as follows:
l . Recitals, Capitalized Terms. All of the foregoing recitals are true
and correct. Capitalized terms not defined herein shall have the meaning set forth in the
Lease.
2. Exhibits. The parties hereby acknowledge and agree that Exhibit A-
1 of the Lease is hereby replaced in its entirety with Exhibit A-1 to this First Amendment.
The parties hereby acknowledge and agree that the depiction of the "Lease Land" and the
"Access / Utility" that is attached as Exhibit A-2 to the Lease is hereby replaced with the
descriptions of the 'Lease Land" and the "Access / Utility" attached as Exhibit A-2 to this
First Amendment.
3. Ratification, Counterparts. Except as specifically and expressly
amended in accordance with this First Amendment, the Lease shall remain in full force and
effect and is hereby ratified by the parties. This First Amendment may be executed in two
counterparts, each of which will be deemed an original copy of the First Amendment and
both of which, when taken together, will be deemed to constitute one and the same
instrument.
-Signatures are on the following page. -

Stockport& RG3 First Amendment to Lease Agreement —Signature Page
This First Amendment is executed by the parties as of the Effective Date.
Landlord:
STOCKPORT LIMITED PARTNERSHIP
by its general partner, Ef\kl GP LLC
r
Name: Richard Deming
Title: Manager
Tenant:
CAROLINA POULTRY POWER RG3, LLC
sy:
Name: Richard Deming
Title: Chief Executive Officer

STATE OF � D �4 (,&( a [ y i\
COUNTY OF
I certify that the following person personally appeared before me this day, acknowledging to me
that he signed the foregoing document for the purpose(s) stated therein, in the capacity indicated
therein: Richard Derringer of EfW GP LLC, General Partner of Stockport Limited
Partnership.
Date: q - 3) J o)'0 12
(Official, Sea�,���������,,
QOl1AR'D
•,��o�O1ARYp�'"'� m"
z PUB\-\G ry 9
entbec 1621
i
Sign t e ofNotaryPublic D
Notary's printed or typed name
My commission expires:
Notary seal or stamp must appear within this box.

STATE OF G k' , b-( ° L nc--
COUNTY OF
1 certify that the following person personally appeared before me this day, acknowledging to me
that he signed the foregoing document for the purpose(s) stated therein, in the capacity indicated
therein: Richard Deming Chief Executive Officer of Carolina Poultry Power RG3, LLC.
Date: r) 3 ba,�
Signa re of Notary Public
Notary's printed or typed name
My commission expires: ) ) - 3'O - �40 "
(Official Seal)
sion FXA
co cc� 01PRy m
Pula ryoti:'=
1,,114, Alit% ",``
Notary seal or stamp must appear within this box.

Exhibit A
[see Lease attached]

LEASE AGREEMENT
THIS LEASE AGREEMENT (this "Lease") is made and entered into this 12th day of
April, 2022 (the "Effective Date"), by and between Stockport Limited Partnership ("Lessor"), a
North Carolina limited partnership, and Carolina Poultry Power RG3, LLC ("Lessee"), a North
Carolina limited liability company. Each of Lessee and Lessor may be referred to herein
individually as a "Party" or collectively as the "Parties."
RECITALS
WHEREAS, Stockport Limited Partnership, as buyer, entered into an agreement for
purchase and sale of land with the Town of La Grange, as seller, dated April 12, 2022 (the
"Purchase Agreement") with respect to, among other things, the purchase and sale of the
Property (as hereinafter defined).
AND WHERAS, subject to the Lessor becoming the beneficial owner of the Property
pursuant to the consummation of the transaction contemplated under the Purchase Agreement,
the Lessor wishes to lease to the Lessee, and the Lessee wishes to lease from the Lessor, a
portion of the Property noted herein as the Lease Land (as hereinafter defined), subject to the
terms and conditions contained herein.
AND WHEREAS, the Lessee wishes to utilize the Premises (as hereinafter defined) for
the Intended Use (as hereinafter defined), including for the purpose of constructing and operating
thereon a poultry -waster biomass power plant, along with any and all ancillary activities
(collectively known as the "RG3 Project").
NOW THEREFORE, in consideration of the mutual promises and covenants set forth
herein and other good and valuable consideration, the receipt and sufficiency of which are
expressly acknowledged by the Parties, the Parties hereto agree as follows:
1. PREMISES AND INTENDED USE.
A. Premises. Pursuant to the terms and conditions of the Purchase
Agreement the Lessor has a right to purchase and own that certain real property more
particularly described on Exhibit A-1 attached hereto and incorporated herein (the
"Property"). Subject to the legal closing of the Property under the Purchase Agreement
whereby the Lessor becomes the beneficial owner of the Property and further pursuant to
the terms hereof, and subject to the terms and conditions of this Lease, Lessor hereby
leases to Lessee, and Lessee hereby leases from Lessor, the portion of the Property
described or depicted as "Lease Land" on Exhibit A-2 attached hereto and incorporated
herein (the "Lease Land"). In addition to the Lease Land, Lessor hereby grants to Lessee
for the Term, subject to the legal closing of the Property under the Purchase Agreement
whereby the Lessor becomes the beneficial owner of the Property and further pursuant to
the terms hereof. (i) the non-exclusive right to use all of Lessor's easement rights, access
rights and rights appurtenant to the Property and on the lands directly adjacent to the
Property operating as the Town of La Grange wastewater treatment plant, where
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reasonably necessary for Lessee's conduct of the Intended Use (as hereinafter defined) on
the Premises (as hereinafter defined); (ii) the non-exclusive right to use the portion of the
Property depicted as "Access/Utility" on Exhibit A-2 for vehicular and pedestrian access
for Lessee's Intended Use (as hereinafter defined), and (iii) the non-exclusive right to use
the portion of the Property (over, under, and across) depicted as "Access/Utility" on
Exhibit A-2 for utility installations for Lessee's Intended Use, subject to receiving the
Lessor's prior written approval in writing, not to be unreasonably withheld (collectively,
the "Easements" and together with the Lease Land, collectively, the "Premises").
Lessor may arrange, rearrange, or relocate the Easements on the Property without the
prior written permission of Lessee so long as such rights of Lessee are not materially
impaired.
B. Possession of the Premises. Upon the closing the transaction
contemplated by the Purchase Agreement and the Lessor becoming the beneficial owner
of the Property, the Lessor shall provide notice of such occurrence to the Lessee, and the
Lessee shall take possession of the Premises within two (2) days of such notice (the
"Possession Date").
C. Intended Use. Lessee intends to use the Lease Land for the purpose of
(i) operating a poultry -litter biomass power plant generating both electricity and thermal
energy, along with any and all ancillary activities; (ii) storing, conveying, and processing
energy plant feedstock derived from poultry litter, agricultural residues, and other related
materials, whether individually or in some combination thereof, and (iii) to install
equipment (collectively, the "Equipment") including but not limited to, controls,
switches, connections, conduit, wires, structures, housings, buildings and other associated
personal property, fixtures and equipment related to the intended uses noted in
subsections C.(i) and C.(ii) directly above and/or the RG3 Project (subsections C.(i), C(ii)
and C(iii) of this paragraph hereinafter collectively referred to as the "Intended Use").
D. Access to the Premises. Lessee shall have access to the Premises twenty-
four (24) hours a day, seven (7) days a week.
FANOMMINN"d
A. Duration of Term. The term shall commence on the Effective Date and
end on the last day of the twentieth (20th) year after the commencement of the
Commercial Operation Date of the RG3 Project (the "Term"). For the purposes of this
Agreement the term "Commercial Operation Date" shall mean the day on which the
RG3 Project, following its satisfactory start-up, testing and commissioning as approved
by Lessee, commences full commercial operations, which shall formally be the date
specified as such as mutually agreed to by the Lessee and the Lessor, each acting
reasonably. Notwithstanding the foregoing, in the event the Commercial Operation Date
does not occur before the end of the last day of the fourth (41h) anniversary of the
Effective Date, then this Lease shall immediately terminate, be of no further force or
effect, and neither Party shall have any further obligation to the other under this Lease.
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HEMEr"W"
A. Lessee, in consideration of the covenants made by Lessor, covenants and
agrees to pay to Lessor rent for the Premises during the Tenn as follows and subject to
Section 3B of this Lease: (i) from the Possession Date to the Commercial Operation Date,
the sum of Four Thousand ($4,000) per month; (ii) from the Commercial Operation Date
until the fifth (5 th ) anniversary of the Commercial Operation Date (the "First Increase
Date"), the sum of Eight Thousand Dollars ($8,000) per month; (iii) from the First
Increase Date until the tenth (loth) anniversary of the Commercial Operation Date (the
"Second Increase Date"), the sum of Twelve Thousand Dollars ($12,000) per month;
(iv) from the Second Increase Date and for the remainder of the Term the sum of Fifteen
Thousand Dollars ($15,000) per month (collectively, hereinafter known as the "Rent").
Each payment of Rent shall be paid in advance on the I't day of each month applicable
for the next following month, and Lessee agrees to provide post-dated cheques to Lessor
on an annual basis or as otherwise reasonably requested by the Lessor. If applicable, any
calculation of Rent for a partial month shall be prorated on a daily basis.
B. Notwithstanding any other provision in this Lease, beginning on the first
twelve (12) month anniversary of the Possession Date and on each succeeding
anniversary date thereafter for the duration of the Term, the then applicable Rent amount
as noted in Section 3A of this Lease shall escalate and increase by a minimum of four
percent (4%) per annum, calculated on a yearly basis relative to the Rent paid in the
immediately preceding twelve (12) month period.
4. USE OF PREMISES.
A. Intended Use. Lessee shall use the Premises for the Intended Use and any
other related lawful use, and may, as Lessee's sole cost and expense, from time to time
during the Term, erect, maintain, improve, repair and replace on the Premises such
buildings, structures and other improvements as in Lessee's opinion may be necessary or
desirable for the uses and purposes hereinbefore stated including the Equipment and
reasonable signage associated therewith.
B. Compliance with Laws. Lessee shall comply with all applicable laws,
ordinances and recorded private agreements (collectively, "Laws") pertaining to the
Equipment or the Intended Use, at Lessee's sole expense. Lessor shall comply with all
Laws otherwise applicable to the Property at Lessor's sole expense.
5. UTILITIES. Lessee shall pay all charges imposed for water, sewerage, electric
current, gas and any and all other utilities charged against the Premises during Lessee's
occupancy thereof.
6. PERSONAL PROPERTY TAXES. Lessee shall pay any and all taxes, lawfully
assessed and payable at any time during the Term, upon or against the Equipment.
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7. REAL ESTATE TAXES. Lessee shall promptly, and in all events at least thirty
(30) days before delinquency, pay any and all real estate taxes assessed against the Property, the
Premises, and any improvements thereon, including the Equipment.
8. MAINTENANCE. Subject to the provisions of this Lease dealing with damage,
destruction, and condemnation, Lessee shall, at Lessee's sole cost and expense, keep the
Equipment and Premises in reasonably safe condition in accord with Law, excluding any damage
arising out of Lessor's activities, which shall be Lessor's responsibility. Lessee shall, at its sole
cost and expense, install, upkeep and maintain all access roads on the Premises in good condition
and repair throughout the Term.
9. ALTERATIONS / SURRENDER. Lessee, at its sole cost and expense, may
make, from time to time and at its sole cost and expense, alterations, removals, demolition, or
additions, structural or otherwise, to the Premises or the Equipment or any parts thereof as may,
in Lessee's reasonable discretion, be beneficial for the conduct, improvement or expansion of the
Intended Use conducted upon the Premises.
Lessee shall, on or before the last day of the Term hereof, or upon the sooner termination hereof,
peaceably and quietly leave, surrender, and yield to Lessor the Premises, together with all
alterations, additions, improvements, and Equipment in good order, condition and repair,
ordinary wear and tear, damage by casualty and taking by condemnation excepted.
Notwithstanding the foregoing, in the event Lessor requests Lessee to remove any of the
alterations, additions, improvements, or Equipment, Lessee shall remove the same promptly at
Lessee's sole cost.
10. INSURANCE.
A. Lessee's Liability Insurance. Lessee, at its own cost and expense, agrees
to secure and keep in force throughout the Term commercial general liability insurance in
the minimum amount of One Million Dollars ($1,000,000) per occurrence and an
umbrella liability insurance policy with a limit of not less than Two Million Dollars
($2,000,000) per occurrence for claims arising out of the activities of Lessee at the
Premises, naming Lessor as an additional insured. Lessee shall have the right to carry this
insurance under "blanket policies" covering the Premises and other locations it owns or
leases.
B. Lessor's Liability Insurance. Lessor, at its own cost and expense, agrees
to secure and keep in force throughout the Term commercial general liability insurance in
the amount of One Million Dollars ($1,000,000) per occurrence with an umbrella liability
insurance policy with a limit of not less than Two Million Dollars ($2,000,000) per
occurrence for claims arising out of the activities of Lessor at the Property, naming
Lessee as an additional insured. Lessor shall have the right to carry this insurance under
"blanket policies" covering the Property and other locations it owns or leases.
C. Lessee's Hazard Insurance. Lessee, at its own cost and expense, agrees
to secure and keep in force throughout the Term hazard insurance in an amount adequate
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to cover the full replacement cost of all of Lessee's improvements on the Premises, and
naming Lessor as an additional insured.
11. DEFAULT.
A. Acts of Default by Lessee. Lessee shall be in default of this Lease upon
the occurrence of the following events and the failure of Lessee to cure such default
within any applicable grace period:
i. The failure of Lessee to make any payment required to be made by
Lessee hereunder, whether Rent or otherwise and whether to Lessor or to a third
party, when due, where such failure continues for a period of twenty (20)
following receipt by Lessee of written notice from Lessor that such payment is
past due.
ii. The failure of Lessee to comply with any other material term,
covenant, condition or provision of this Lease required to be performed by Lessee
hereunder, where such failure continues for a period of twenty (20) days after
receipt by Lessee of written notice from Lessor of such failure; provided,
however, that if the nature of Lessee's failure is such that more than twenty (20)
days are reasonably required for its cure, then such cure period shall be extended
as reasonably necessary to effect such cure; provided, that Lessee timely
commences and diligently prosecutes such cure to completion.
B. Acts of Default by Lessor. Lessor shall be in default of this Lease if
Lessor shall, at any time, breach or fail to completely observe or perform any of the
covenants and agreements required to be performed and observed by Lessor hereunder,
and such failure continues for a period of sixty (60) days after notice thereof is given by
Lessee to Lessor.
C. Remedies upon a Breach by Lessee. Subject to the terms of Section 20
below, upon any default of this Lease by Lessee, Lessor shall have the right to terminate
Lessee's right to possession of the Premises by any lawful means, in which case this
Lease shall terminate and Lessee shall immediately surrender possession to Lessor.
Further, in such event, Lessor shall be entitled to recover from Lessee: (i) the unpaid Rent
which had been earned at the time of termination though the date of termination and (ii)
the cost of necessary renovation and alteration of the Premises to remove the Equipment,
if Lessor desires such removal.
D. Lessee's Remedies for a Default by Lessor. Upon any default of this
Lease by Lessor, Lessee shall have all rights and remedies available to it by law or in
equity, including, without limitation, the right, but not the obligation, to terminate this
Lease without waiving its rights to damages for Lessor's default.
E. Duty to Mitigate Damages. Notwithstanding any of the terms and
provisions herein contained to the contrary, Lessor and Lessee shall each have the duty
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and obligation to mitigate, in every commercially reasonable manner, any and all
damages that may or shall be caused or suffered by virtue of the. other's defaults under, or
violation of, any of the terms and provisions of this Lease. Nothing in this Section 11
shall be construed as altering the burden of proof concerning the calculation of either
Party's liability to the other for a default under this Lease, from that which is specified
under North Carolina Law. Neither Lessor nor Lessee shall be subject to indirect,
incidental, lost profits, consequential or punitive damages with respect to this Lease.
12. ASSIGNMENT. Lessee shall be permitted to assign this Lease, with the prior
written consent of Lessor, to a parent, subsidiary or affiliated corporation, partnership or other
affiliated business entity (which shall be an entity which, directly or indirectly, controls or is
controlled by Lessee or Lessee's parent company or which is under common control with
Lessee, Lessee's parent or any other affiliate of Lessee) or to a purchaser of all or substantially
all of the assets of Lessee. Lessor shall be permitted to sell the Property to a third party
("Purchaser") and, in connection therewith, assign this Lease to Purchaser upon notice to
Lessee provided that such Purchaser shall agree, pursuant to a written assignment and
assumption agreement, to be bound by the terms of this Lease.
13. TITLE; QUIET ENJOYMENT.
A. Purchase Agreement Closing. Notwithstanding any terms or conditions
to the contrary contained in this Lease, all rights, obligations and privileges conveyed
herein are explicitly subject to the Lessor becoming the beneficial owner of the Property
pursuant to the transaction contemplated under the Purchase Agreement, and if in the
event such Purchase Agreement is terminated and/or the Lessor does not gain beneficial
ownership of the Property, then this Lease Agreement shall immediately terminate, be
null and void and neither Party hereto shall have any obligation or liability to the other.
B. Title of Lessor. Lessor covenants and warrants that prior to the
Possession Date the Lessor shall be lawfully seized of the Property in fee simple and
have good title thereto free and clear of all tenancies, liens and encumbrances, except
zoning ordinances affecting the Property, (b) all matters of record, (c) all matters of
survey, including any encroachments, easements and rights of way on the ground, (d) all
building and other laws, rules and regulations affecting the Property, and (e) ad valorem
taxes for the current year.
C. Quiet Enioyment. Lessee shall have and enjoy under this Lease the quiet
enjoyment, including maximal economic benefit from the conduct of the Intended Use or
any other permitted use, and undisturbed possession of the Premises throughout the Term
without any undue interference or restriction by Lessor or any other person, whether such
interference or restriction is the result of activities, events or circumstances arising on the
Premises or elsewhere and subject to Lessor's ownership, possession, or control.
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14. INDEMNITY.
Commencing on the Possession Date, Lessee agrees that it will indemnify and save
Lessor harmless from any and all liability, damage, expense, cause of action, suits, claims
or judgments (collectively, "Claims") resulting from injury to person or property
happening on the Premises. Lessor agrees that in the event any Claim is asserted, Lessor
shall give immediate notice thereof in writing to Lessee and shall cooperate in every way
in the investigation and defense of any such Claim, and that the handling and settlement
of any such Claim shall be performed and concluded by Lessee. Lessee shall have the
sole and exclusive right to retain counsel of its choice and to direct all associated
litigation.
15. ENVIRONMENTAL COMPLIANCE.
A. Definitions. The following terms, whenever set forth in initial capitals in
this Lease, shall have the meaning set forth in this Article, unless otherwise expressly
provided in this Lease:
"Environmental Law" means any applicable federal, state or local statute, law,
ordinance, rule, regulation, code, license, permit, authorization, approval, consent, order,
judgment, decree, injunction, directive, requirement by, of, or agreement with any
governmental agency, existing as of the date this Lease is fully executed and as amended
thereafter, relating to: (a) the protection, preservation or restoration of the environment
(including, without limitation, air, water, vapor, surface water, ground water, drinking
water supply, surface land, subsurface land, plant and animal life, or any other natural
resource), or to human health and safety; (b) the exposure to, or the use, storage,
recycling, treatment, generation, transportation, processing, handling, labeling,
production, release or disposal of, Hazardous Substances; (c) any common law or
equitable doctrine (including, without limitation, injunctive relief and tort doctrines such
as negligence, nuisance, trespass and strict liability) that may impose liability or
obligations for injuries or damages related or incidental to, or threatened as a result of,
the presence of or exposure to any Hazardous Substance.
"Hazardous Substance" means any substance, whether liquid, solid, or gas, that
is listed, defined, designated, or classified as toxic, hazardous, radioactive, or dangerous
under any Environmental Law, whether by type or by quantity.
"Release" means any release, spill, emission, leaking, pumping, pouring,
emptying, escaping, dumping, injection, deposit, disposal, discharge, dispersal, leaching
or migration into the environment or into, onto, beneath or from the Premises, including,
without limitation, the movement of Hazardous Substances through or in the air, soil,
surface water, ground water of the Premises.
B. Lessee Compliance. Commencing on the Possession Date, Lessee, at
Lessee's expense, shall comply with all Environmental Laws pertaining to Lessee's
operations in the Premises. Lessee shall indemnify, defend, protect and hold Lessor
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harmless from and against any and all liability, obligations, penalties, clean-up costs,
fines, claims, civil penalties and actions, suits, and expenses (including, without
limitation, reasonable legal fees) (each, an "Environmental Claim") imposed on,
incurred by, or reserved against Lessor directly arising out of the existence or presence of
Hazardous Substances on, under or from the Premises, from and after the Effective Date,
in violation of any applicable Environmental Law resulting from Lessee's activities on
the Premises.
C. Lessee Indemnity. In addition to Lessee's obligations set forth above,
Lessee hereby indemnifies and holds Lessor, its directors, officers, employees and agents
harmless from and against (i) any and all Claims, imposed on, incurred by, or reserved
against Lessor in any way relating to or arising out of the existence or presence of any
Hazardous Substance on, under, or from the Premises solely as a result of the acts of
Lessee, its contractors or employees; and (ii) any and all Claims in any way related to or
arising out of the removal, treatment, storage, disposal, disposition, mitigation, cleanup or
remedying of the Hazardous Substances on the Premises solely as a result of the acts of
Lessee, its contractors or employees. This indemnification shall include, without
limitation, Claims arising out of any violations of applicable Environmental Laws,
regardless of any actual or alleged fault, negligence, willful misconduct, gross
negligence, breach of warranty or strict liability on the part of Lessee. Without limitation,
this indemnification shall also include any and all Claims incurred due to any
investigation or remediation of the Premises mandated by Environmental Laws or any
governmental agency solely as a result of the acts of Lessee, its contractors or employees.
The foregoing indemnity shall survive the expiration or termination of this Lease and/or
any transfer of all or any portion of the Premises, and/or any transfer of all or any portion
of any interest in this Lease and shall be governed by the laws of the State of North
Carolina.
16. LANDLORD'S WARRANTIES AND COVENANTS.
A. In addition to Lessor's representations and warranties set forth elsewhere
in this Lease, and not in any limitation thereof, Lessor hereby represents and warrants to
Lessee that:
i. This Lease constitutes the legal, valid and binding obligation of
Lessor, enforceable against Lessor in accordance with its terms.
ii. As of the Possession Date there shall be no outstanding written or
oral leases, purchase or sale agreements or other agreements or restrictions
encumbering, or in any way affecting the Property or Premises, and no person or
entity has any right with respect to the Property or Premises, whether by option
purchase, contract or otherwise, that would prevent or interfere with any of
Lessee's rights under this Lease.
iii. The execution of this Lease will not constitute a violation of nor be
in conflict with nor constitute a default under any term or provision of any
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agreement or instrument to which Lessor is a party or by which the Property or
Premises or any part thereof is bound.
17. MEMORANDUM OF LEASE. The parties agree not to record this Lease.
Simultaneous with the execution hereof, Lessor and Lessee shall execute a memorandum of lease
in recordable form, substantially in the form of Exhibit B attached hereto and made a part hereof.
Lessee shall be responsible for the cost of recording the memorandum of lease.
18. BROKERAGE FEES. Lessor and Lessee each represent that neither has worked
with a broker or owes a commission with respect to this Lease. Lessor and Lessee agree to
indemnify, defend and hold harmless the other Party from any claim by for a commission or fee
in connection with this Lease based on any agreement existing, or alleged to be existing, between
such claimant and Lessor or Lessee.
19. ESTOPPEL CERTIFICATE. Either Party agrees within fifteen (15) days after
written request, to be given no more frequently than once per calendar year, to execute and
deliver to the requesting Party a statement, certifying to its actual knowledge (a) whether or not
this Lease is in full force and effect, (b) the date of commencement and termination of the Lease
term, (c) the date to which rental and all other charges hereunder are paid currently without any
offset or defense thereto (or stating any such offset or defense), (d) the amount of rental and all
other charges hereunder, if any, paid in advance, (e) whether or not this Lease has been modified
and, if so, identifying the modifications, (f) that there are no uncured defaults by the other Party
or describing the claimed defaults and (g) such other matters as the requesting Party shall
reasonably request. Nothing in any such estoppel statement shall be deemed to modify or amend
this Lease.
20. LEASEHOLD MORTGAGEE PROVISIONS. Lessee shall have the right
during the term of this Lease to subject its leasehold interest in the Premises and all of Lessee's
Equipment and other improvements located thereon (collectively, the "Improvements") to a
mortgage or deed of trust (the "Mortgage" and the holder thereof being the "Tenant
Mortgagee" or "Mortgagee"), together with any one or more extensions, modifications or
renewals or replacements thereof without Lessor's prior written consent; provided, however, that
the fee simple ownership interest of Lessor to the Property shall be prior, superior and paramount
to the lien of any Mortgage which may now or hereafter affect the leasehold interest of Lessee in
and to the Premises and Improvements, or any part thereof. Lessor agrees to provide Mortgagee
with a non -disturbance agreement in a commercially reasonable form. With respect to any
Mortgage on the leasehold interest hereunder, the following terms and conditions shall apply:
A. Lessor will give to the Mortgagee a copy of any notice or other
communication from Lessor to Lessee hereunder, at the time of giving such notice or
communication to Lessee, and notice of any rejection of this Lease by any trustee in
bankruptcy of Lessee. Lessor will not exercise any right, power or remedy with respect to
any default hereunder, and no notice to Lessee of any such default and no termination of
this Lease in connection therewith shall be effective, unless Lessor shall have given to the
Mortgagee written notice, or a copy of its notice to Lessee, of such default or any such
termination, as the case may be.
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B. Lessor will not exercise any right, power or remedy with respect to any
default hereunder until the expiration of any grace period provided herein with respect
thereto, plus an additional period of sixty (60) days after Lessor has given to the
Mortgagee written notice of such default, or a copy of its notice to Lessee of such default.
Lessor will not exercise any right, power or remedy with respect to any default hereunder
if. the Mortgagee within such sixty (60) day period shall give to Lessor written notice
that either (i) such default is not susceptible of being corrected and is therefore subject to
the provisions of subparagraph 20(D) hereof or (ii) the Mortgagee intends to undertake
the correction of such default or cause the same to be corrected; and, the Mortgagee shall
thereafter, in the case of any default referred to in the preceding clause (ii) of this
subparagraph 20(B), prosecute diligently the correction of such default, whether by
exercise on behalf of Lessee of its obligations hereunder, entry on the Premises or the
Improvements, institution of foreclosure sale proceedings, or otherwise.
C. Mortgagee may, after a default hereunder, make any payment or perform
any act required hereunder to be made or performed by Lessee with the same effect as if
made or performed by Lessee, provided that no entry by Mortgagee upon the Premises or
the Improvements for such purpose shall constitute or be deemed to be an eviction of
Lessee and shall not waive or release Lessee from any obligation or default hereunder
(except any obligation or default which shall have been fully performed or corrected by
such payment or performance by the Mortgagee).
D. So long as the Mortgage shall be a lien upon Lessee's interest hereunder,
Lessor shall not declare the Lease forfeited, or re-enter, take possession of or relet the
Premises, or similarly enforce performance hereof in a mode provided by law, or
terminate the Lease or take any action which would lead to the termination hereof, and
this Lease shall not terminate, by reason of any condition or event which is not
susceptible of being corrected or eliminated by the Mortgagee. If any such condition or
event shall have occurred and be continuing, Lessor may, by notice to the Mortgagee and
Lessee, require Lessee to assign its interest hereunder to the Mortgagee or its nominee.
The happening of any such condition or event (including, without limitation, any
rejection of this Lease by Lessee, or Lessee's trustee in bankruptcy, reorganization,
arrangement or similar proceeding) which would, if it were not for this section, cause this
Lease to terminate, shall, without any action or consent by Lessor, Lessee or the
Mortgagee, effect the transfer of Lessee's interest hereunder to the Mortgagee or its
nominee. The Mortgagee may terminate this Lease upon any such transfer upon giving
notice thereof to Lessor no later than thirty (30) days after notice from Lessor of such
transfer. Upon any such termination, the Mortgagee shall have no further rights or
obligations as a transferee of Lessee with respect to the Premises or the Improvements
(including, without limitation, any rights or obligations which may have accrued prior to
such termination).
E. In case (a) Lessee's interest hereunder shall be sold, assigned or otherwise
transferred pursuant to the exercise of any right, power or remedy of the Mortgagee under
the Mortgage, or pursuant to judicial proceedings, or pursuant to subparagraph 20(D),
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(b) no rent, or other sums payable hereunder shall then be due and payable, except as may
become due and payable as the result of the new lease referred to below, (c) the
Mortgagee shall have arranged for the correction of any default susceptible of being
corrected by the Lessee under the new lease referred to below, and (d) this Lease shall
not have been terminated by reason of default pursuant to the terms hereof; Lessor, upon
receipt, within thirty (30) days after the occurrence of any event referred to in clause (a)
of this subparagraph 20(E), of a written request therefor, and upon payment by
Mortgagee of all expenses (including, without limitation, reasonable, out-of-pocket
attorneys' fees and expenses) incident thereto, will execute and deliver a new lease to the
Mortgagee or its nominee, for the remainder of the term of this Lease, upon the same
terms as are contained hereunder and with equal priority hereto. Upon the execution and
delivery of such new lease, Lessor, at the expense of the new lessee, shall take such steps
as shall be necessary to cancel and discharge this Lease of record and remove Lessee
from the Premises. If the Mortgagee shall become the lessee under this Lease or a new
lease as hereinabove provided for, the Mortgagee shall, notwithstanding any other
provision of this Lease, have the right to transfer, sell or assign its interest in such lease
without the consent of the Lessor, provided the Mortgagee is not then in default under
any of its obligations under this Lease or such new lease. Upon such transfer, sale or
assignment, and provided all rent and all other sums payable hereunder to the date of
such transfer, sale or assignment are paid by the Mortgagee, the Mortgagee shall,
notwithstanding any other provision of this Lease, be released from all further liability
under this Lease or any such new lease. Upon written request therefor, and upon
payment by Mortgagee of all expenses (including, without limitation, reasonable, out-of-
pocket attorneys' fees and expenses) incident thereto, Lessor will execute and deliver a
new lease to any such transferee or assignee for the remainder of the term of this Lease,
or any such new lease given to such Mortgagee as hereinabove provided, with the same
terms as are contained in this Lease and with equal priority hereto.
F. In the event of a conflict between the terms of this Section 20 and any
other terms of this Lease, the terms of this Section 20 shall control.
21. MECHANICS' LIENS. Lessee shall do all things necessary to prevent the filing
of any mechanics' or other liens against the Premises or any part thereof by reason of work,
labor, services or materials supplied or claimed to have been supplied to Lessee, or anyone
holding the Premises or any part thereof, through or under Lessee. If any such lien shall at any
time be filed against Lessee's interest in the Premises, Lessee shall either cause the same to be
discharged of record within twenty (20) days after the date of filing of the same, or, if Lessee, in
Lessee's discretion and in good faith, determines that such lien should be contested, shall furnish
such security as may be necessary or required to prevent any foreclosure proceedings against
Lessee's interest in the Premises during the pendency of such contest. If Lessee shall fail to
discharge such lien within such period or fail to furnish such security, then, in addition to any
other right or remedy of Lessor resulting from Lessee's said default, Lessor may, but shall not be
obligated to, discharge the same either by paying the amount claimed to be due or by procuring
the discharge of such lien by giving security or in such other manner as is, or may be, prescribed
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by law. Nothing contained herein shall imply any consent or agreement on the part of Lessor to
subject Lessor's estate to liability under any mechanics' or other lien law.
22. GENERAL PROVISIONS.
A. Entire Agreement. This Lease contains the entire agreement between the
parties relating to the subject matter. This Lease supersedes all prior contracts, proposals,
representations and commitments, oral, written or otherwise. This Lease may only be
amended by an instrument signed by the authorized representatives of both parties. If any
provision of this Lease shall be declared invalid or unenforceable, the remainder of this
Lease shall continue in full force and effect.
B. Confidentiality. All non-public information (including the terms of this
Lease) provided by either Party to the other or which is identified by the disclosing Party
in writing as confidential or proprietary information shall be treated in a confidential
manner and shall not be disclosed to any third party without the prior written consent of
the non -disclosing Party, which consent shall not be unreasonably withheld.
Notwithstanding the preceding, this Section and the restrictions herein contained shall not
apply to any data or documentation which is:
i. required to be disclosed pursuant to state or federal law, an order
or requirements of a regulatory body or a court, after five business days notice of
such intended disclosure is given by the disclosing Party to the non -disclosing
Party or if five (5) business days notice is not practical, then such shorter notice as
is practical;
ii. disclosed by a Party to an affiliate of such Party or in connection
with an assignment; or
iii. is, as of the time of disclosure, public knowledge without the fault
of the disclosing Party.
C. Advisors. Lessor and Lessee have each had adequate opportunity to
consult with independent advisors of their choice such as attorneys, accountants, tax
advisors, real estate professionals and other consultants as each deems appropriate.
D. Successors in Interest. The covenants, terms, conditions, provisions and
undertakings in this Lease or any renewals thereof shall extend to and be binding upon
the heirs, executors, administrators, successors and assigns of the respective parties
hereto, as if they were in every case named and expressed, and should be construed as
covenants running with the land; wherever reference is made to either of the parties
hereto, it shall be held to include and apply also to the heirs, executors, administrators,
successors and assigns of such Party, as if in each and every case so expressed.
E. Waiver. Failure of either Party to insist upon strict performance of any
covenant or condition or enforce any of its rights under this Lease in any one or more
Confidential
12

instances shall not be construed as a waiver in any subsequent instance of any such
covenant, condition or rights, but the same shall be and remain in full force and effect.
F. Notices. Any notice provided for herein shall be deemed to have been
served only when in writing and when delivered to the below address (as the same may
be updated by notice hereunder), or the date on which delivery is refused, by registered or
certified mail, by a nationally recognized overnight mail delivery service addressed to the
Party for whom it is intended or by electronic mail.
If to Lessor:
Stockport Limited Partnership
33 Astley Ave.
Toronto, Ontario
M4W 3133
Email: [e-mail]
If to Lessee:
Carolina Poultry Power RG3, LLC
3697 North Main Street,
Farmville, NC, 27828
Email: [e-mail]
G. Captions. The captions appearing at the beginning of each of the Articles
of this Lease are for reference only and are not be considered part of this Lease.
H. Governing Law. This Lease shall be shall be interpreted and construed in
accordance with the laws of the State of North Carolina, without regard to the conflicts of
law principles thereof, as if executed and to be performed wholly within the State of
North Carolina. The Parties consent to the exclusive jurisdiction of the state and federal
courts located in Wilson County, North Carolina, for any such action, suit or proceeding.
I. Legal Fees. In any action or proceeding hereunder, the prevailing Party
shall be entitled to recover from the other the prevailing Party's reasonable costs and
expenses in such action or proceeding, including, without limitation, reasonable
attorneys' fees. In the event either Party is sued by a third party as a result of a violation
of a covenant or warranty herein contained by the other Party hereto, then the Party who
has violated the covenant or warranty shall be responsible for the reasonable costs and
expenses in such action or proceeding against the non -violating Party, including, without
limitation, reasonable attorneys' fees.
J. Third -Party Service Costs. Lessee hereby agrees to pay the costs and
expenses of all third -party service engagement works pertaining to the Property that may
be reasonably incurred by the Lessor, including without limitation pertaining matters
related to environmental due diligence, surveying, appraisals, mortgage financings, title
work and Property legal fees.
Confidential
13

K. Triple Net Lease. Landlord and Tenant acknowledge that it is their
intent and agreement that this Lease be a "TRIPLE NET" lease and that as such, the
provisions contained in this Lease are intended to pass on to Tenant or reimburse
Landlord for the costs and expenses reasonably associated with this Lease, the Property,
the RG3 Project, and Tenant's operation thereof. To the extent such costs and expenses
payable by Tenant cannot be charged directly to, and paid by, Tenant, such costs and
expenses shall be paid by Landlord but reimbursed by Tenant as additional rent.
L. Counterparts. This Lease may be executed in two or more counterparts,
each of which together shall be deemed an original, but all of which together shall
constitute one and the same instrument. In the event that any signature is delivered by
facsimile transmission or by e-mail delivery of a pdf format data file, such signature
shall create a valid and binding obligation of the Party executing with the same force and
effect as if such facsimile were an original thereof.
M. Further Assurances. Each Party shall execute and deliver such further
documents and perform such other acts as may be necessary to achieve the parties' intent
in entering into this Lease.
N. Remedies Cumulative. No remedy herein conferred upon or reserved to
either Party shall exclude any other remedy herein or by law provided, but each shall be
cumulative and in addition to every other remedy given hereunder or now or hereafter
existing at law or in equity or by statute.
O. Survival. Any provision(s) of this Lease that expressly or by implication
comes into or remains in full force following the termination or expiration of this Lease
shall survive the termination or expiration of this Lease.
P. No Partnership. This Lease is not intended, and shall not be construed,
to create any association, joint venture, agency relationship or partnership between the
Parties or to impose any such obligation or liability upon either Party. Neither Party shall
have any right, power, or authority to enter into any agreement or undertaking for, or act
as or be an agent or representative of, or otherwise bind, the other Party.
Q. Interpretation. In this Lease, unless a contrary intention is clearly
expressed: (i) the headings herein are solely for convenience and ease of reference and
shall have no effect in interpreting the meaning of any provision of this Lease; (ii) the use
of all pronouns contained herein is in their generic sense and is not intended to indicate
any distinction based upon sex, the masculine pronoun shall include the feminine and
neuter, and the singular shall include the plural and vice versa, as the context may
require; (iii) where the word "or" is used in a sentence, whether it is intended to be
inclusive or exclusive shall be determined based upon the context in which it is used; and
(iv) the words "including" and "include" shall mean "including, but not limited to;" and
(v) references to any statute, enactment, ordinance or regulation include any amendment
thereto or replacement, in whole or in part, thereof.
Confidential
14

[Signature Page Follows]
Confidential
15

Stockport & RG3 Lease Agreement — Signature Page
TO INDICATE THEIR AGREEMENT, the Parties have executed this Lease by their
respective signatures below.
LESSOR:
STOCKPORT LIMITED PARTNERSHIP,
by its general partner, F:fW-P-L-LC—._
By
Name: Bob Nahiddi
Title: Officer
1.ESSFE:
CAROLINA POULTRY POWER RG3, LLC
By:
Name: Richard Deming
Title: Managing Partner
Confidential
16

STATE OF K pn .+jnt lt,j0�,�t�t�_
COUNTY OF T�
I certify that the following person personally appeared before me this day, acknowledging to me
that he signed the foregoing document for the purpose(s) stated therein, in the capacity indicated
therein: Bob Nahiddi Officer of EfW GP LLC, General Partner of Stockport Limited
Partnership.
Date: �' 31 - ao1 R4x--lj jLa d&JA
_
SignatQ of Notary Public
e)12 ea bAvo I l a_ak Sempl k-
Notary's printed or typed name
My commission expires:
(Official j�*w1).........
cxLARD
p'iNRY ��w • f i
�6 10
PUBV ryatit•V.
ol '�O �► ;�
qRE COVa
Notary seal or stamp must appear within this box.

STATE OF N)44�\ U( 61) jNk—
COUNTY OF ;{
I certify that the following person personally appeared before me this day, acknowledging to me
that he signed the foregoing document for the purpose(s) stated therein, in the capacity indicated
therein: Richard Deming, Managing Partner of Carolina Poultry Power RG3, LLC.
Date:
Signa of Notary Public
&i w-L t4 eb 1) and .Se rq
Notary's printed or typed name �—
My commission expires: !) - 3 o
(Official Seal)
Q .........Sic
��,Z,.o��`ssionp'���1� I
Co .*C.) �0 PRE
PUB o r V
',� • �ovembei3p'
gRE.CO\'
Notary seal or stamp must appear within this box.

Confidential
B-1

EXHIBIT A-1
LEGAL DESCRIPTION OF PROPERTY
Being all of that tract described as " containing acres
as shown on map entitled -, dated 2022, and recorded in Plat Book
at Page _, Lenoir County Registry, North Carolina.
Confidential
A-1-1

EXHIBIT A-2

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Prepared by and after recording return to:
STATE OF NORTH CAROLINA
COUNTY OF WILSON
MEMORANDUM OF LEASE
THIS MEMORANDUM OF LEASE (this "Memorandum") is made as of
, 202_, by and between STOCKPORT LIMITED PARTNERSHIP
("Lessor'), and CAROLINA POULTRY POWER RG3, LLC ("Lessee").
WITNESSETH:
WHEREAS, Lessor, as landlord, and Lessee, as tenant, are parties to that certain Lease
Agreement, dated , 202_ (the "Lease"), whereby Lessee leases from Lessor
approximately acres depicted as "Lease Land" on Exhibit A attached hereto and
incorporated herein by reference (the "Lease Land"), and has rights to use the land depicted as
"Access / Utility" on Exhibit A for uses described in the Lease during the term; and
WHEREAS, the parties hereto desire to memorialize the Lease and execute and record
this Memorandum.
NOW, THEREFORE, the parties hereto, intending to be legally bound hereby, hereby
agree as follows:
I Term. Subject to the terms of the Lease, the term of the Lease shall commence on
, 202, and expires on the last day of the twentieth (20th) year after the
commencement of the Commercial Operation Date. Subject to the terms of this Lease, the
"Commercial Operation Date" means the day on which the RG3 Project (as defined in the Lease),
following its satisfactory start-up, testing and commissioning as approved by Lessee, commences
full commercial operations.
3

2. Incorporation by Reference and Capitalized Terms. All remaining provisions
set forth in the Lease are hereby incorporated into this Memorandum the same as if herein set out.
All capitalized terms not defined herein shall be given the meanings assigned thereto in the Lease.
3. Conflict. In the event of any conflict between the terms of the Lease and the terms
of this Memorandum, the terms of the Lease shall control and prevail.
4. Counterparts. The parties agree that this Memorandum may be executed in two or
more counterparts, each of which shall be deemed an original, but all of which together shall
constitute one and the same instrument.
-Signatures are on the following page.-
4

IN WITNESS WHEREOF, the parties hereto have executed this Memorandum as of the
day and year first above written.
LESSOR:
STOCKPORT LIMITED PARTNERSHIP,
by its general partner, El GP LLC
By: _
Name:
Title:
STATE OF NORTH CAROLINA
COUNTY OF
I certify that the above person personally appeared before me this day, acknowledging to me that
he signed the foregoing document for the purpose(s) stated therein, in the capacity indicated
therein:
Date:
Signature of Notary Public
Notary's printed or typed name
My commission expires:
(Official Seal)
Notary sea] or stamp must appear within this box

LESSEE:
CAROLINA POULTRY POWER RG3, LLC
By: _
Name:
Title:
STATE OF
COUNTY OF
I certify that the above person personally appeared before me this day, acknowledging to me that
he signed the foregoing document for the purpose(s) stated therein, in the capacity indicated
therein:
Date:
Signature of Notary Public
Notary's printed or typed name
My commission expires:
(Official Seal)
Notary seal or stamp must appear within this box.

EXHIBIT A
to Memorandum of Lease
This map may not be a certified survey and has not been reviewed by a local government agency
for compliance with any applicable land development regulations and has not been reviewed for
compliance with recording requirements for plats.

ExhibitA-I
Being all of that tract described as "Tract 1" containing 35.929 acres as shown on map entitled
Stockport Limited Partnership, dated May 19, 2022, and recorded in Plat Cabinet 17 at Pogu13.

Exhibit A-2
Description of Lease Land:
Beginning at a point, said point being located S 36007'40" E 890.00' from an iron pipe
located on the southern right-of-way of NCSR 1514-Brothers Road, said Iron pipe on the
southern right-of-way of NCSR 1514-Brothers Road being located N 541138145" E 327.02,
as measured along the southern right-of-way of NCSR 1514-Brothers Road from a
concrete monument located at the northern common corner of the Martha Lynn Jones
Horne property as described in Deed Book 1794, Page 858 of the Lenoir County Register
of Deeds Office and the Town of LaGrange property as described in Deed Book 1037,
Page 912 (Tract 6) of the Lenoir County Register of Deeds Office. From the above
described beginning, so located, running thence as follows:
N 53052'20" E 393.48. thence S 35036'18" E 10.89, thence S 29040'47" E 20.37, thence
S 37°38'59' E 16.18, thence S 41048111" E 21.94% thence S 31"14'31" E 44.78, thence
S 36032'27" E 31.49', thence S 53a12'55" E 16.26', thence S 50033'30" E 25,58', thence
S 29406'20" E 216.581, thence N 53°07'03" E 19.92', thence S 05"45'14" E 74.57', thence
S 10°44'25" E 66.50'. thence S 12°53'08" E 145,70' to the northern line of the Town of
LaGrange property as described in Deed Book 493, Page 68 of the Lenoir County
Register of Deeds Office, thence with the northern line of the Town of LaGrange property
S 47040'40" W 272.58' to an iron pipe, thence leaving said Town of LaGrange northern
property line N 36007'40" W 687.95' to the point of beginning containing 5.625 acres and
being a portion of the property described in Deed Book 1037, Page 912 (Tract 6) of the
Lenoir County Register of Deeds Office.
Description of Access 1 Utility:
Beginning at an iron pipe on the southern right-of-way of NCSR 1514-Brothers Road.
Said Iron pipe being located N 54°38'45" E 327.02', as measured along the southern
right-of-way of NCSR 1514-Brothers Road from a concrete monument located at the
northern common corner of the Martha Lynn Jones Horne property as described in Deed
Book 1794, Page 858 of the Lenoir County Register of Deed and the Town of LaGrange
property as described in Deed Book 1037, Page 912 (Tract 6) of the Lenoir County
Register of Deeds Office. From the above described beginning, so located, running
thence as follows:
With the southern right-of-way of NCSR 1514-Brothers Road, N 5403845" E 60.01', thence
leaving said right-of-way, S 36°07'40" E 889.19', thence S 53052'20" W 60.00', thence
N 36007'40" W 890,00' to the point of beginning containing 1.225 acres and being a
portion of the property described in Deed Book 1037, Page 912 (Tract 6) of the Lenoir
County Register of Deeds Office.

Appendix C
Engineering Plans
Carolina Poultry Power - La Grange August 2023

CAROLINA POULTRY POWER PLANT RG3
EVAPORATIVE COOLING POND SYSTEM
1511
1503
1502
. ter...
11603
j)LOCATION AND VICINITY MAP
TRUE NORTH
fah
KEY SURVEY MAP NEW WORKSURVEY MAP NEW WORK
PROJECT NORTH
903
151
=PROJECT SITE LOCATI
35°18'44.35N� 77046'41.92"W
APORATION COOLINGkPOND"�
0
1�
04
PLANT HEAT EXCHANGER / EVAPORATION
SYSTEM RECIPROCATION POINTS
RECLAIMED WATER LINE
1515
ROJEG� N0R�N
3�� P
W E
S
PROJECT OVERALL VIEW
THERMAL LOOP AND POND EVAPORATION SYSTEM DESIGN UPGRADES
ADDITIONAL NOTES
RELEASED FOR CONSTRUCTION
Revision Description
Revision Schedule
SHEET INDEX
Sheet Number
Sheet Name
Current Revision
1961
COVER
2
1962
PLAN, SECTION & SCHEDULES
2
1963
COOLING LOOP PLUMBING PLAN, ELEVATION, ONE -LINE & SCHEDULES
2
1964
FLOAT & CABLE TENSION ASSEMBLY DETAILS
2
1965
CONDENSER LOOP P&ID AND SPECIFICATIONS
2
1966
CONSTRUCTION NOTES
2
■i id"
�+f y
i � !.
*e SEAL ; r
* 5308
f��ftlf#liifXt111
NIA'E L LO N S
MODEL NUMBER
DRAWING BY
PCO
DATE:
02/17/23
CAROLINA POULTRY POWER Rg3
EVAPORATIVE COOLING POND SYSTEM
COVER
CHECKED BY
TJK / PDA
02/17/23
APPROVED BY
JMC
02/17/23
PCO
JMC
08/28/23
ASME QC BY
PCO
JMC
02 /22 / 23
PCO
JMC
03 / 02 / 23
SIZETYPE
3 B
MARK
CUSTOMER LOCATION
CPP Rg3 La Grange, NC
Rev. By
Approved By
Date
CONTRACT NO.
14114-B
CATEGORY
8480
SECT/REQ
DRAWING NO. SHEET
1961
COUNT
6
PLATE REV
PART REV
2
o_
co
N
co
N
0
N
LO
N
00

L
3
0
397'-2"
OVERALL POND
98'-7" 200'-0"
MAIN HEADER PIPE
10'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"
YP HEADE
ELECTRICAL FEED TO MC 2 C _ _ _PJFJ�SLL2P_
_96 1 2 ROOM @ 480/3/60 SUPPLIED
AND INSTALLED BY CPP
REFER TO PROFILE
CHP PLANT TO PUMP
HOUSE STATION.
15'-0" 15'-0" 15'-0" 15'-0.. 15'-0" 10'-0"
5
196
96' 96
96' EVAPORATION HOT
97'97' MCC #2 -'PUMP HOUSE PIPE HEADER
POND LINER EDGE 1962 I / 14
TOP OF BE M
14�
97'
97'
96'
96'
95'
7V�
95'
94'
94'
93'
93'
92'
92'
91'
>_
91'
90'
W
90'
89,
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ZoZ6;tMNt� OO
2
1964
2
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15 TENSION CABLE
1177 F
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1962
0
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— —
ol
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89'
90' —
91'
92'
93'
94'
95'
96'
�'L S I M
1
12 13
I \8
$
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I
3 REFER TO PROFILE
CHP PLANT TO PUMP
1
1962 HOUSE STATION.
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40'-0" 40'-0" 40'-0"
EVAP NOZZLE POND EVAP NOZZLE
J 962 / TOP OF BERM
PLAN EVAPORATION COOLING POND
1 1 " = 20'-0"
PROJECT NORTH NOTE:
LABELING OF VALUES AND PIPING TO Q WATER LINE:
IDENTIFY AND NOTIFY PUBLIC (OR m SEE PLAN FOR RECLAIMED
EMPLOYEES) OF RECLAIMED WATER. ry POND MAKE-UP WATER
INCLUDING OPERATION BY AUTHORIZED SYSTEM.
PERSONNEL SIGNS IN THIS AREA. 04
T.O. BERM N
SURVEY EL +97'
2 CROSS SECTION POND
1 /8" = 1'-0"
4!�
MCC #2 ENCLOSURE
6" FLOW METER
LU
PUMP STA PAD a FIN EL 98.33'
R0
SURVEY EL +98.36' z a GRADE SURFACE TO ACHIEVE
Z.3 PUMP STATION ACCESS
jh,CHP FIN GRADE � o_
� SURVEY EL +95' o
U
�? HOT SUPPLY TO PON m
v �
8'
3 PROFILE CHP PLANT / PUMP HOUSE STATION
3/16" = V-0"
EVAP FULL CONE SPRAY (120 DEG)
HOT SUPPLY TO POND
COLD RETURN TO PLANT
FROM PUMP HOUSE
8" DIA HOT WATER FROM
8" DIA RECLAIMED WATER
CHP PLANT TO
FROM POND SUCTION TO
EVAPORATION HEADER
CHP PLANT
98'-2"
PUMP HOUSE TO CHP PLANT FACILITY
2
1
0
No.
40'-0"
EVAP NOZZLE
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WATER TO CHP PLANT
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91,
92'
93'
94'
95'
96'
96'
95'
94'
93'
92'
91,
90,
89,
�15
TENSION CABLE
TEN
89,
90,
91,
92'
93'
94'
95'
96'
L�11 ,
___ SIM
EVAP FULL CONE SPRAY (120 DEG)
POND MAKE UP WATER,
4" ABOVE GROUND
RECLAIMED WATER WITH
MAKE UP CONTROL VALVE
4" o EVAPORATION HOT PIPE
7 1 STAINLESS STEEL
�9 \
CHP PLANT (MAIN DRIVE
FIN EL 95.5' 1
POND
EL BOT POND 88.5'
:�
O�NC)�hu)cp
EVAPORATION COOLING SYSTEM DESIGN SUMMARY
\ FLOW RATE PER NOZZLE = 69.4 GPM
PRESSURE AT NOZZLE = 60 PSI
e NOZZLE SPRAY ANGLE = 120 DEG
CATALOGNOZZLE FULLNUMBER F64
P�91 SPRAY PATTERNCONE
FREEBOARD = 24"
w
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EVAPORATION COOLING SYSTEM EQUIPMENT SCHEDULE
Mark
ID
Qty
Description
Material /Grade
Manufacturer /Supplier /Model #
1
60
36"x36"x12"DP HIGH ECAPSULATED PLASTIC 'EAGLE' FLOAT'
EXTRA STRONG VIRGIN
POLYETHYLENE CONTAINING
ULTRAVIOLET INHIBITORS
HENDREN PLASTICS
2
120
T-0" LG x 3/16" FLAT BAR FLOAT BASE
STAINLESS STEEL
3
240
3/8" DIA -16UNC PERMA CLIP FASTENERS W/NUT AND (2)
WASHERS
STAINLESS STEEL
McMASTER-CARR
4
60
W4x13x15" LG DRILLED TOP HOLES FOR PIPE CLAMP / CABLE
SUPPORT UBOLTS
STAINLESS STEEL
5
30
OVAL SHAPED STAINLESS STEEL CONNECTING LINKS, 1400#
WORKING LOAD LIMIT
STAINLESS STEEL
_
6
60
4"x1/2" THK STAINLESS STEEL PIPE CLAMP W/ (4) NUTS
STAINLESS STEEL
-
7
18
1 1/2" FULL CONE NOZZLE 120 DEGREES
316 STAINLESS STEEL
TF64 BETE
8
6
10' LG, 4" DIA STEEL BRAIDED FLEX HOSE, VIBRATION RESISTANT
W/FLANGES
BRAIDED STAINLESS STEEL
9
18
4"x1 1/2" "THRED-O-LET"
STAINLESS STEEL
10
14
8" DIA EVAPORATION HEADER PIPE SADDLE
HOT DIPPED GALVINIZED STEEL
11
8
RIGHT HAND WINCH FOR WIRE ROPE
HOT DIPPED GALVINIZED STEEL
PART# 3196T24 McMASTER-CARR
12
7
4" GATE VALVE
STAINLESS STEEL
13
6
8"x4" "WELD-0-LET"
STAINLESS STEEL
14
9
(2) 8" PIPE CAPS. (6) 4" PIPE CAPS
STAINLESS STEEL
15
1000'
1/4" DIA CABLE 18-8 STAINLESS STEEL, 1200# WORKING LOAD
LIMIT, EXTRA LUBRICATED. ADDITIONAL HARDWARE: 1/4" CABLE
CLAMPS 316 STAINLESS STEEL
STAINLESS STEEL
McMASTER-CARR. CABLE PART#
8947T26, SOLD 50' LENGTHS.
CLAMP CLAMP PART# 3017T44 (2
CLAMPS / PACK)
FROM (X) 8" C900 RECLAIMED PLAN DDETAIL FLOAT ASSEMBLY
11
WATER LINE TIE-IN —
PROJECT NORTH
EVAP FULL CONE SPRAY (120 DEG)
COMPACTED 24oe
FILL WIDE BASE
8" 16"
FIN GRAD _
11111111111 I I II I III I I
— NATIVE
w—III 7—I SOIL
_ o=11111111 II=III-
(D _
`" Z II=III 11711
IIIIIII „III co
8" DIA CARBON STEEL 8" DIA CARBON STEEL
WATER CHP COLD WATER CHP HOT SUPPLY
RETURN EMBEDDED IN THERMAL
INSULATION
PIPE SUPPORT GUIDES /
ANCHORS NOT SHOWN,
SEE PLAN FOR
LOCATIONS.
TRENCH SECTION HOT / COLD PIPE
1 /2" = 1'-0"
3
1964 PUMP STA PAD
12 SURVEY EL +98.36'
TYP 7 EVAP NOZZLE TYPICAL (TRADEMARK) 13 10
T.O. BERM
THERMAL LOOP AND POND EVAPORATION SYSTEM DESIGN UPGRADES
ADDITIONAL NOTES
RELEASED FOR CONSTRUCTION
Revision Description
Revision Schedule
UTILITY BUILDING FDN
CHP FIN GRADE
SURVEY EL +95' 70
SURVEY EL +97'
`�\60 MIL HDPE LINER%;14L111ool%/]
rt a 28308 ,'
1
11141am4ea41,
'i %
{��#rrr#11t11titi�t
■ I LONS
MODEL NUMBER
W
00
IT
e j
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DRAWING BY DATE:
PCO 02/17/23
CAROLINA POULTRY POWER Rg3
EVAPORATIVE COOLING POND SYSTEM
PLAN, SECTION & SCHEDULES
CHECKED BY
TJK / PDA 02/17/23
APPROVED BY
JMC 02/17/23
PCO
JMC
08/28/23
ASME QC BY
PCO
JMC
02 /22 / 23
PCO
JMC
03 / 02 / 23
ISIZETYPE
3 B
MARK
CUSTOMER LOCATION
CPP Rg3 LaGrange, NC
Rev. By
Approved By
Date
CONTRACT NO.
14114-B
CATEGORY
8480
SECT/REQ
DRAWING NO. SHEET
1962
COUNT
6
PLATE REV
PART REV
2

90MIN FIRE -
RATED DOOR
(TYP)
TYP CM
3-0"
DOOR Q 2HR FIRE-
\ o U) RATED WALL (
\ � I
36' - 0"
OVERALL
3
1963 COLD RETURN TO PLANT
FROM PUMP HOUSE
8"o
11'-91/2"
o, D
MCC #2 ENCLOSURE >< lG
ELECTRICAL FEED TO MCC WALK
o ROOM @ 480/3/60 SUPPLIED
AND INSTALLED BY CPP
U
� u 1
v
7Lm
8" o
POND LINER EDGE
WATERLINE
EVAPORATION LATERAL
& FLOATING SYSTEM
❑�❑ PLAN PUMP STATION & BRIDGE
U 3/16" = 1'-0"
PROJECT NORTH
COLD WATER CHP PLANT —
�0
O POND � PUMP STA PAD
2 m.
1963 o SURVEY EL +98.36' TENSION CABLE SYSTEM -- SHED ROOF /BRACING
PUMP HOUSE & MCC#2 PAD �� Q
TOC EL 98.33' JQQ �m �� _w. 3 L' LU
o
- �- 1963 ao u)
❑ F � � o
w
ao >
SHED COLUMN �� RECLAIMED WATER FLOW METER DETAIL - w
(TYP OF 2) 3 - -
B 1 /2" = 1'-0" ; 114 M-0113114 -
F �� -IL- jm
--- o
a
zo
BRIDGE SERVICE INTER CONNECTION RECIPROCATION POINT. PUMP STA PAD
ACCESS GATE FROM CHP PLANT TO POND EVAPORATION N SURVEY EL +98.36' - ?' FIN GRADE i
HEADER W18 CANTILEVERco
Lu
- 8"
„o
EL BOT POND 88.5'
CK ) U 3 8"VA1 0 ELEVATION
POND
O O
i- i-
U U
C/) C/)
0- 0-
2
1963
3
1962
PUMP STATION EQUIPMENT SCHEDULE
Mark ID
Qty
Description
Material / Grade
Manufacturer / Supplier
1
ASTM CARBON STEEL
A
2
1.25"xl .25" TUBE STEEL SAFETY RAIL
ASTM A36 / SAFETY YELLOW / OSHA 1910
B
2
FLANGED END BASKET STRAINER
CAST IRON
Mueller Steam Specialty
C
2
CHECK VALVE
CAST IRON
D
4
GATE VALVE
CAST IRON
E
1
8" PROLINE PROMAG W 400 ELECTROMAGNETIC FLOWMETER
AISi 10mg COATED (PAINTED PURPLE TO
IDENTIFY RECLAIMED WATER)
ENDRESS + HOUSER (Max. process pressure PN 40, Class 300, 20K)
F
3
8/4 REDUCING ELBOW
ASTM CARBON STEEL
G
3
<varies>
ASTM CARBON STEEL
H
17
90 ELBOW
ASTM CARBON STEEL
J
2
6" DIA POLY -SWING FOOT VALVE & BASKET SCREEN
HIGH DENSITY POLYETHYLENE BODY /
STAINLESS STEEL WORKING PARTS
TERMPRO
K
6
45 ELBOW
ASTM CARBON STEEL
M
2
6" Y STRAINER
CAST IRON
M-0113 / 14
2
CIRCULATION COOLING WATER PUMPS, 46-11 H S, BRONZE
FITTED, 250HP@3600/447TS
BODY CAST IRON / FITTINGS BRONZE.
PAINTED PURPLE TO INDENTIFY RECLAIMED
WATER (NON -POTABLE)
ITT GOULDS PUMPS. MODEL#3410-S
SCHEDULE COLD POND RECLAIMED WATER PIPE WORK
FUNCTION
SIZE
(DIA)
MATERIAL
Length
COLD WATER CHP PLANT
4" o
CARBON STEEL
1.601'
COLD WATER CHP PLANT
To
CARBON STEEL
11.58'
COLD WATER CHP PLANT
To
STAINLESS STEEL
56.259'
COLD WATER CHP PLANT
To
CARBON STEEL
189.313'
SCHEDULE HOT EVAPORATION CHP PLANT WATER PIPE WORK
FUNCTION
SIZE
(DIA)
MATERIAL
Length
EVAPORATION HOT PIPE
4"o
STAINLESS STEEL
852.359'
EVAPORATION HOT PIPE
8"o
STAINLESS STEEL
200.052'
480V,3PH,3W
FED FROM
500KVA
TRANSFORMER
ruivir nvUoF- a orcivvF_
CONNECTED LOAD MCC #2
635 FLA
EFFECTIVE LOAD
483FLA - - - - - - - - -- -- - — -— --- — - — - -— -I
(4)500MCM/PH (01A)
N
D MAIN CB
(LSI)
MCC HORIZONTAL BUS 480V, 3P, 3W, 1200A, 65 KAIC
END
(03A) (04A) (02 E) (02 F)
oCB-01 13 o CB-0114 o CB-LC4 0 CB-SP1
I I I I
SIZE 6 SIZE 6
TT FEEDER
----------------------------------------
PUMP HOUSE MCC #2 ONE -LINE
12" = 1'-0"
M-0113
CIRCULATING
WATER PUMP #1
3600 RPM/302 FLA
M-0114
CIRCULATING
WATER PUMP #2
3600 RPM/302 FLA
---
15KVA,1
480Vab-240/120V
TRANSFORMER
'- • 'S} •
---- S
SPARE
UTILITIES L !
LOAD CENTER, 28,308
31.25 FLAct
••..•.
0
LO
N
co
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00

FLOAT ASSEMBLY
V
�i FLOAT
0WARE - 4X4 TUBE STEEL WITH PIPE CAP.
(1) EMBED PLATE 1/2" THK. x 6" x 6" A-36 WITH (4) 3/8" DIA. L-RODS 6" LG.
HOT DIPPED GALVANIZED FINISH.
MOUNTING HARDWARE - (1) WINCH RIGHT SIDE HANDLE,1500# MAX. CAPACITY,1/4" DIA CABLE, McMASTER-CARR PART #3196T24.
(1)1/4" DIA CABLE 18-8 STAINLESS STEEL,1200# CAPACITY, EXTRA LUBRICATED, 100'LG., McMASTER-CARR PART #3461T69.
(3 EACH) GALVANIZED BOLTS, NUTS, WASHERS; 3/8"-16UNC HEX BOLTS 4" LG., HEX NUTS, FLAT & LOCK WASHER.
(1) OVAL SHAPED STAINLESS STEEL CONNECTING LINKS,1400# CAPACITY, McMASTER-CARR PART #8947T26.
(2) CABLE CLAMPS 1/4" 316 STAINLESS STEEL, McMASTER-CARR PART #3017T44 (2) CLAMPS PER PACK.
FLOAT & TENSION SYSTEM
1 if = 1'-0"
4" DIA STL BRIADED
rl)
EVAPORATION LATERAL
(TYPICAL OF6)
1
MEAN WATER LINE
SEE FLOAT DETAILS
HEADER PIER & SADDLE ASSEMBLY (QTY 14
1 /2" = 1'-0"
0
Q
0
co
w
w
0-1
-
U-
N
POND PROFILE
EVAPORATION 8" DIA HEADER
CLAMP / SADDLE, 10
PUMP STA PADS
SURVEY EL +98.36710
v
T.O. BERM
SURVEY EL +97'
TOP OF FLOAT
PIER FTG SURVEY EL +96.39'
LONGITUDINAL TENSION SYSTEM
EVAPORATION HEADER AND FLEX TENSION HOSE SYSTEM
r
K
S EA
8308
EFAkLLON Fs

MEDIA: CONDENSATE
PRESSURE: I PSI
FLOW: 81,000#IHR
TEMPERATURE: 159 °F
HEAT
EXCHANGER
MEDIA: STEAM (LOW)
PRESSURE:10 PSIG
FLOW: 81,000#1Hl
TEMPERATURE: 239 °F
HEAT
EXCHANGER
CONDENSER LOOP P&ID AND SPECIFICATIONS
Is
6" 6" 6"
6"
BS
6"
S
1 ED[A; CIRCULATING WATER FE PI
PRESSURE: 115 PSIO
6" 6" 6"
FLOW: 1250'. GPM
"TE IPERA7'URE: 80V BS 6" 6"
S
MEDIA:CIRCULATING WATER
PRESSURE.- 75 PSIC
FLOW: 1250! GPM
TEMPERATURE: 2051 01=
8" Sid 20 STFEL. PIPE
FLANGED TO HEAT EXCHANGERS
NOTE: This is a standard hcat exclianger designed to
ensure there is no mixture of the two media (pond
water- and steam from boiler) never mix. Simply put,
no wastewater from the power plant goes back to the
pond.
91
FOOT VALVE WITH BASKET SCREEN
4"UNDERGROUND
RECLAIMED WATER TO
CHP PLANT
4" RECLAIMED
POND WATER
MAKEUP
VALVE
COMPLETE NOZZLE SPECIFICATION:
NOZZLE MODEL NUMBER = TF64
TOTAL NUMBER OF LATERALS = 6
SPRAY PATTERN = FULL CONE, 18 NOZZLES TOTAL
FLOW RATE PER NOZZLE = 69.4 GPM
PRESSURE AT NOZZLE = 60 PSI
KFACTOR = 26.7
GALLONS PER MINUTE = 207
NOZZLE SPRAY ANGLE = 120 DEG
PHYSICAL WEIGHT (OZ) = 22
4" UNDERGROUND
RECLAIMED WATER TO
CHP PLANT
FROM (X) 8" C900 CITY OF
LA GRANGE RECLAIMED
WATER LINE TIE-IN
•`* l 10If
SEAL
8308
CE
tifift+F#,11I%k%%

CONCRETE NOTES
1. All reinforced concrete ,materials shall be proportioned, fabricated, delivered, and placed in accordance with ACI Sta ridj rci AC1318-14 , "Building
Code Requirements for Reinforced Concrete." Including latest supplement.
. All concrete shall be entrained. Air entrainment shall be 5% + / -1 .
-3. Deta I I tng of concrete rei nforcerne nt and accesso rres shall be in accordance with ACI Publication 315F "'Manual of Standard Practice for Deta i I i ng
Reinforced Concrete Structures."
4. All concrete shall have sand and gravel or crashed store aggregate Type f, Portland Cement., and a compressive strength of 4000 PSI in 28 days.
Formal weight aggregate shall conform to ASTM C33.
5. Contractor shall submit proposed concrete proportions, along with supporting documentation.
6. U.N,0, all concrete reinforcing bars shall conform to ASTM A615, Grade 60. Column ties, field bent dowels, and No. 3 bars when used as stirrups shall
conform to ASTM A515, Grade 60.
7. All welded w1re fabric shall conform to ATM Al 5 and shall be supplied in flat sheets. Where splices are required, welded wire fabric Shall be lapped
two full wire panels and shall be fastened securely -together with wire.
8. U.N.O. concrete cover steel reinforcement shall conform to the minimums required by pafagraph 7.7 of ACI 318,83.
9. LJ. N. 0. lap slices and embedment lengths shall conform to Table A on this DVVG Manual 5p-17, Class B splices.
10,Reinfercing shall be supported with plastic chairs and secured in its correct location to prevent displacement during placement of concrete,
11,Reinforcing bars may be spliced only as shown on the drawings except that reinforcement designated as "Continuous Reinforcement" rnav be lap
spliced per Table A. Lap splices of continuous reinforcement in beams Tall be made over the support for bottom bars and at mid -span for the top
bars.
1 ,provide corner bars in outside faces and inside faces of all reinforced intersecting walls, footings, and grade beams. Number, size, and spacing of
corner bars shall be equal to number, size, and spacing of horizontal reinforcing bars with which they lap, and legs shall extend per Table A,
13.Extend horizontal reinforcement at intersecting wr lls and footings beyond the point of intersection to the opposite face and bead to a standard 9C)
degree hook, or provide be nt bowels of equal s i ze a nd spaci ngx , lap ped per Ta ble A.
14,At discodtiduous ends of grad beams, extend top bear,~ reinforcement across the joint formed by the intersecting pier, grade beam, etc. and
provide standard ACI 90 degree Kooks on all such reinforcement.
15,Joints not shover shall be ,made and located to Ieast impair strength and appearalrice of structure. As approved by HRT representatives. No
horizontal joints shall be permitted in concrete except where they normally occur or where noted. Vertical joints shall occur near centers of spans at
locations approved by H RT representatives.
16.Al I construction joints shall be prepared by roughening the surface of the concrete in an approved manner so that the aggregate shall be exposed
uniformly, leaving no loosened particles or damaged concrete,
17,Expan,�ion jolm to be cl ea ned of al I loose materi a I and f i I led with a si I i cone grout,
18,Provide chamfers as detailed on architectural drawings.
19,Expansicn bets installed in poured -in -place concrete shall be Dredge anchors of the size shown (Hilti Kwik-bolt or approved equal). All expansion
bolts shall have bolt length designation stamped on threaded end and confirm to 1994 IJBC for load rating with special inspection.
20, All anchor bolts shall conform to ASTM A307r unless noted otherwise.
1, Grout shall l be prepackaged, no -metallic, non-gaseous. It shall be non -shrink when tested according to CRDC- 21 at a fluid consistency (flow cone)
of 5+1-5 seconds. Grout shall attain 5000 PSI compressive strength in 28 days at above flog and shall not bleed. Grout shall be moist cured for 24
Fours after placement.
22. All trenches, sumps, and curbs not poured monolithic, are to have are approved water stop at all construction joints,
2-B. Finish floor to have a broom finish.
24. Owner shall be responsible for any hazardous waste and the removal of same that is found on the site.
A',,.
L
8308
►#+r1111tititxt
SITE PREPARATION,
1. Remove topsoil or any surface material not suitable for sub -fill.
2. Provide adequate precaution to ensure that run off water & seepage from excavatilons is drained away from the construction
area.
3. Extend excavation 5' outside the perimeter grade beams.
EXCAVATION & FILL
1. U t i I it i es : Project engineer must request location of underground utilities by a "Call before You Dig" utility crew at least 48
hours prior to on -site activitiles. Excavation must not commence until underground utilitties have been located. Operators of
tractors and other equipment with ,vast or poles must check for overhead utilities before raising the masts or poles.
. Remove existing silty sand containing organic fines and wood fragments and waste in manner suitable to project owner.
3. Sca rift' exposed subgrade at least six inches in depth and recompact to density specified below.
4. Place subsequent lifts on select fin thin lagers not exceeding eight inches in loose thickness to the desired roughs grade and
compact each lift to at least 95 percent of the density defined by ASTM D-698 (standard proctor), Maintein ,moisture within
+/- two percent the theoretical optimum.
5, Maintain adequate drainage of disturbed areas during construction to reduce moisture fluctuations in the subgrade. Such
measures may include ditches, sumps and/or wellpoints,
6. Fills of naturaIly or artificially graded approved materials coriformirng to 304.02 of ashto fill may be compacted using relatively
strict moisture control.
7, Dig grade beams.
8. Place vapor barrier.
9. Place steel.
10. Geotextile fabrics may be placed Over moistu re sensitive soils to permit compaction Of succeeding fill layers.
11. Alternate compaction techniques may be used by others based on prevali ling moisture, time demalnds{ and other economic
factors.
RECLAIM WATER LABELING
1. All reclaimed water valves, storage areas and outlets will be tagged or labeled to warn the public and employees that the water is not intended for
drinking. Example tag/label below.
2. All reclaimed water piping, valves, outlets and other appurtenances will be color coded/taped to identify the source water as being reclaimed water.
a. Piping and appurtenances will be colored purple and embossed or integrally stamped "CAUTION: RECLAIMED WATER - DO NOT DRINK" or be
installed with purple identification tape or polyethylene vinyl wrap. The warning will be stamped on opposites sides of the pipe and repeated every three
feet or less.
b. The identification tape will be at least three inches wide and have white or black lettering on purple field stating "CAUTION: RECLAIMED WATER -
DO NOT DRINK". Identification tape will be installed on top of reclaimed water pipelines, fastened at least every 10 feet to each pipe length and run
continuously the entire length of the pipe.
c. Existing underground distribution systems retrofitted for the purpose of conveying reclaimed water will be taped or otherwise identified as noted
above. This identification will be incorporated within 10 feet of crossing any potable water supply line or sanitary sewer line.
3. All reclaimed water valves and outlets will be of a type, or secured in a manner, that permits operation by personnel authorized by the entity that
operates the reclaimed water system.
4. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non -potable quality. As an alternative to the use of locked
vaults with standard hose bib services, other locking mechanisms such as hose bibs that can only be operated by a tool may be placed above ground
and labeled as non -potable water.
75
n
00
0
LO
N
CO
N
O
N
Lf
N
00

EVAPORATIDN LOSSESA
155 GPM
DOMESTIC WATER (CRY) OGPM(OPERATING)/50GPM(DESIGN)/60PSIG(MIN)
SUMP
PUMP
�SEALr/�
28308
Cc N
f►►rlfiliillti•�
12 GPM FORCED SEWER MqN
NOTES:
J 1) ESTIMATED GPM FLOW RATES SHOWN BASED ON 24 HOUR OPERATION.
2) AMBIENT TEMP: 60.6 'F
(� 3) STEAM FLOW: 85,000 PPH
r V
4) SLOWDOWN:
5) GENERATOR AND LUBE OIL COOLER DEMAND PER HOWDEN STG
6) RECLAIM WATERER
TO FIRE WATER LOOP NOT SHOWN. � -

Appendix D
Specifications
Carolina Poultry Power - La Grange August 2023

SPECIFICATIONS
TABLE OF CONTENT
SPEC-1 In -ground Pond--------------------------------------------------------------------- SP-1
SPEC-2 Nozzle -Spray System--------------------------------------------------------------- SP-2
SPEC-3 Thermal Loop Duplex Pumping Station ----------------------------------------- SP-2
Spec-4 Installation, Quality Assurance and Control (QA/QC)------------------------------ SP-2
The evaporative cooling pond system consists of three main operating units (OU): a holding
pond, a nozzle spray system and a duplex pumping station. The pond is not a biological
treatment system. The operating goal of this system is to physically use heat energy to
transform water from liquid phase into vapor phase using latent heat of evaporation, with
resulting impact of cooling the renewable energy plant.
The two operating units are interconnected by standard HDPE, Steel and PVC pipes and
appurtenances as shown with dimensions and details on the engineering drawings enclosed
herewith. A standard duplex pumping station with 150 HP cast iron, centrifugal pumps are used
to pump cooling loop water in and out of the holding pond as detailed in enclosed engineering
drawings. The rest of this Section describes and lists specifications of the three key operating
units listed in table of content above, followed by construction guidelines to ensure quality and
integrity of finished installations. Additional specification details are listed on engineering
drawings enclosed herewith.
SPEC-1 IN-GROUD POND
Table SPEC-1 In -Ground Storage Pond Specifications
Si
f
ff
zasos �e
162
EVAPORATIVE VOLUME VERSUS DEPTH
#
Depth
Elevation
Length
Width
X, Linear
Area
slope
Cum. Vol.
Cum. Vol.
ft
ft
ft
ft
sq.ft
cu.ft
gal
WLL-1500
8.50
97.50
397.0
217.0
25.5
86,149
3.00
606,545
4,537,564
WLL-1501
8.00
97.00
394.0
214.01
24.0
84, 316
3.001
563,930
4,218,760
WLL-1502
1 7.50
96.50
391.0
211.0
22.5
82,501
3.00
522,227
3,906,779
WLL-1503
7.00
96.00
388.0
208.0
21.0
80,704
3.00
481,427
3,601,554
WLL-1504
6.50
95.50
385.0
205.0
19.5
78,925
3.00
441,521
3,303,016
WLL-1505
6.00
95.00
382.0
202.0
18.0
77,164
3.00
402,500
3,011,099
WLL-1506
5.501
94.50
379.0
199.01
16.5
75,421
3.001
364,354
2,725,735
WLL-1507
5.00
94.00
376.0
196.0
15.0
73,696
3.00
327,076
2,446,857
WLL-1508
4.50
93.50
373.0
193.0
13.5
71,989
3.00
290,656
2,174, 398
WLL-1509
4.00
93.00
370.0
190.0
12.0
70,300
3.00
255,085
1,908,291
WLL-1510
3.50
92.50
367.0
187.0
10.5
68,629
3.00
220,354
1,648,467
WLL-1511
3.00
92.00
364.0
184.0
9.0
66,976
3.00
186,454
1,394,861
WLL-1512
2.50
91.50
361.0
181.0
7.5
65,341
3.00
153,376
1,147, 403
WLL-1513
2.00
91.00
358.0
178.0
6.0
63,724
3.00
121,111
906,028
WLL-1514
1.50
90.50
355.0
175.0
4.5
62,125
3.00
89,649
670,667
WLL-1515
1.00
90.00
352.0
172.0
3.0
60,544
3.00
58,983
441,254
WLL-1516
0.50
89.50
349.0
169.0
1.5
58,981,
3.00
29,103
217,720
WLL-1517
0.001
89.00
346.01
166.01
0.01
57,4361
3.001
01
0
SP-1

Guidelines on Site preparation, earth work, and quality assurance and control for the in -ground pond
follow below.
SPEC-2 NOZZLE SPRAY SYSTEM
Table SPEC-2 Nozzle System Specifications
Nozzle Manufacturer, Brand Name BETE
Nozzle Model Number TF64
Spray Pattern Full Cone
Total Number of Nozzles 18
Flow Rate per Nozzle 69.4 GPM
Pressure at Nozzle 60 PSI
KFactor 26.7
Nozzle Spray Angle 120 Deg
Physical Weight
22 OZ
SPEC-3 THERMAL LOOP DUPLEX PUMPING STATION ; 28308e 1
Table SPEC-3 Electrical Specifications for Pumps of the Evaporative Cooling System il)IIIJ00,
&� 620
DEVICE TAG APPLICATION HORSEPOWER VOLT/CYCLE MIN MOTOR WIRE CABLE MAX MOTOR
EFFICIENCY TYPE QUANTITY AMPS WIRE SIZE
i I
M-0113/14 Centrifugal 150 460/60 89.5% Induction 2 per phase 400A 3/0
Pump
M-0113/14 Centrifugal 150 460/60 89.5% Induction 2 per phase 400A 3/0
Pump
Total Operating Amps 10.3
90%SF multiplier 1.1
Adjusted Total Amps 11.4
SPEC-4 INSTALLATION, QUALITY ASSURANCE AND CONTROL (QA/QC)
The in -ground pond should be lined with geomembrane at hydraulic conductivity of at least 10-15 m/s.
The liner will be the most critical component for protecting wastewater leakage into the ground. It must
S P-2

be installed according to the International Association of Geosynthetic Installers (IAGI) guidelines by an
installer in good standing.
EFI USA, LLC (EFI) has been hired to install the geomembrane liner. EFI has agreed to certify the integrity
and quality of their installation per the following company statement below:
EFI QA/QC Statement:
"EFI USA, LLC (EFI) is a long-time member of the International Association of Geosynthetic Installers
(IAGI), and as such adheres to their geomembrane Installation Guidelines before, during, and after
geomembrane installation activities. Further, EFI adheres to any geomembrane manufacturer installation
specification where it may exceed the stringency of the IAGI guidelines.
Throughout a geomembrane installation project, EFI's focus on Construction Quality Assurance (CQA)
and Construction Quality Control (CQC) includes:
Keeping records of Manufacturer's Quality Assurance (MQA) documentation
CARO
Q- •��ssf•. C� :�
Receiving, validating, and storing materials appropriately prior to installation
;40
- ;° SEALre
Maintaining documentation of installation activities such as:
= zasoa _
• Geomembrane materials deployment/placement
=?',''•.�cN�.•�'c,,.�
'�NcE
• Welding/seaming equipment testing.
N. Ov.
• Geomembrane liner and/or cover panel seaming.
• Non-destructive testing, such as vacuum box testing or channel air pressure testing
• Destructive testing, when required"
CONCRETE NOTES
1. All reinforced concrete materials shall be proportioned, fabricated, delivered, and placed in
accordance with ACI Standard AC1318-14, "Building Code Requirements for Reinforced Concrete"
Including latest supplement.
2. All concrete shall be entrained. Air entrainment shall be 5% + / -1%.
3. Detailing of concrete reinforcement and accessories shall be in accordance with ACI Publication
315, "Manual of Standard Practice for Detailing Reinforced Concrete Structures"
4. All concrete shall have sand and gravel or crushed stone aggregate Type 1, Portland Cement, and a
compressive strength of 3000 PSI in 28 days. Normal weight aggregate shall conform to ASTM
C33.
5. Contractor shall submit proposed concrete proportions, along with supporting documentation.
6. U.N.O, all concrete reinforcing bars shall conform to ASTM A615, Grade 60. Column ties, field
bent dowels, and No. 3 bars when used as stirrups shall conform to ASTM A615, Grade 60.
7. All welded wire fabric shall conform to ASTM A185 and shall be supplied in flat sheets. Where
splices are required, welded wire fabric shall be lapped two full wire panels and shall be fastened
securely together with wire.
8. U.N.O. concrete cover steel reinforcement shall conform to the minimums required by paragraph
7.7 of ACI 318.83.
9. U.N.O. lap slices and embedment lengths shall conform to Table A on this DWG Manual SP-17,
Class B splices.
10. Reinforcing shall be supported with plastic chairs and secured in their correct location to prevent
displacement during placement of concrete.
11. Reinforcing bars may be spliced only as shown on the drawings except that reinforcement
designated as "Continuous Reinforcement" may be lap spliced per Table A. Lap splices of
S P-3

continuous reinforcement in beams shall be made over the support for bottom bars and at mid -
span for the top bars.
12. Provide corner bars in outside faces and inside faces of all reinforced intersecting walls, footings,
and grade beams. Number, size, and spacing of corner bars shall be equal to number, size, and
spacing of horizontal reinforcing bars with which they lap, and legs shall extend per Table A.
13. Extend horizontal reinforcement at intersecting walls and footings beyond the point of
intersection to the opposite face and bend to a standard 90 degree hook, or provide bent bowels
of equal size and spacing, , lapped per Table A.
14. At discontinuous ends of grad beams, extend top beam reinforcement across the joint formed by
the intersecting pier, grade beam, etc. and provide standard ACI 90 degree hooks on all such
reinforcement.
15. Joints not shown shall be made and located to least impair strength and appearance of structure.
As approved by HRT representatives. No horizontal joints shall be permitted in concrete except
where they normally occur or where noted. Vertical joints shall occur near centers of spans at
locations approved by HRT representatives.
16. All construction joints shall be prepared by roughening the surface of the concrete in an approved
manner so that the aggregate shall be exposed uniformly, leaving no loosened particles or
damaged concrete.
17. Expansion joints to be cleaned of all loose material and filled with a silicone grout.
18. Provide chamfers as detailed on architectural drawings.
19. Expansion bots installed in poured -in -place concrete shall be wedge anchors of the size shown
(Hilti Kwik-bolt or approved equal). All expansion bolts shall have bolt length designation
stamped on threaded end and confirm to 1994 UBC for load rating with special inspection.
20. All anchor bolts shall conform to ASTM A307, unless noted otherwise.
21. Grout shall be prepackaged, no -metallic, non-gaseous. It shall be non -shrink when tested
according to CRDC-621 at a fluid consistency (flow cone) of 25+/ -5 seconds. Grout shall attain
5000 PSI compressive strength in 28 days at above flow and shall not bleed. Grout shall be moist
cured for 24 hours after placement.
22. All trenches, sumps, and curbs not poured monolithic, are to have an approved water stop at all
construction joints.
23. Finish floor to have a broom finish.
24. Owner shall be responsible for any hazardous waste and the removal of same that is found on the
site.
SITE PREPARATION
1. Remove topsoil or any surface material not suitable for sub -fill.
2. Provide adequate precautions to ensure that run off water & seepage from excavations is drained
away from the construction area. CARo°.,
3. Extend excavation 5' outside the perimeter grade beams.
0
S E f
- 28308 � //ff
EXCAVATION &FILL ''•,NCE N. o`?,.'`
2Z
1. Utilities: Project engineer must request location of underground utilities by a "Call before You
Dig" utility crew at least 48 hours prior to on -site activities. Excavation must not commence until
underground utilities have been located. Operators of tractors and other equipment with mast or
poles must check for overhead utilities before raising the masts or poles.
2. Remove existing silty sand containing organic fines and wood fragments and waste in manner
suitable to project owner.
S P-4

3. Scarify exposed subgrade at least six inches in depth and recompact to density specified below.
4. Place subsequent lifts on select fin thin layers not exceeding eight inches in loose thickness to the
desired rough grade and compact each lift to at least 95 percent of the density defined by ASTM
D-698 (standard proctor). Maintain moisture within +/- two percent the theoretical optimum.
5. Maintain adequate drainage of disturbed areas during construction to reduce moisture
fluctuations in the subgrade. Such measures may include ditches, sumps and/or wellpoints.
6. Fills of naturally or artificially graded approved materials conforming to 304.02 of ashto fill may
be compacted using relatively strict moisture control.
7. Dig grade beams.
8. Place vapor barrier.
9. Place steel.
10. Geotextile fabrics may be placed over moisture sensitive soils to permit compaction of
succeeding fill layers.
11. Alternate compaction techniques may be used by others based on prevailing moisture, time
demands, and other economic factors.
`� �SEALr/q
28308
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!!llll fl1415155`
S P-5

Appendix E
Engineering Calculations
Carolina Poultry Power - La Grange August 2023

DESIGN PARAMETERS: Mass and Energy Balance
PROJECT: Evaporation Cooling Pond System RG3
LaGrange, North Carolina
BY: Qualia Data Solutions
Date: 8/16/2023
DESIGN SUMMARY
Variabl
Unit
Value :JuRef/Comment
WLL-1000
Thermal Loop: Flow In
gpm
1,218
WILL
Thermal Loop: Flow Out
gpm
1,218
WLL-1002
Thermal Loop: Flow In
gpd
1,753,920
WLL-1003
Thermal Loop: Flow Out
gpd
1,753,920
WLL-1004
Inffluent from condenser
gpd
1,753,920
WLL-1005
Reclaim Water to pond
gpd
223,676
WLL-1006
Reclaim Water to pond
gpm
155
WLL-1007
Influent from Other sources
gpd
0
No other sources
WLL-1008
Influent from Stormwater
gpd
0
Diverted away
WLL-1009
Net from rain into pond average
gpd
1,416
Rain onto pond surface
WLL-1010
Precipation - Lake Evaporation
in/yr
9.6
WLL-1011
Free Board
ft
2
WLL-1012
Slope: linear- length/height
ratio
3.0
WLL-1013
Total Net Influent Flow
gpd
1,979,012
WLL-1014
Hydraulic retention time
day
1.68
WLL-1015
Length of pond
Ift
400
WLL-1016
Width of pong
ft
200
WLL-1017
Depth of pond
ft
7
WLL-1018
ENERGY BALANCE
WLL-1019
Temperature of flow in
° F
205
WLL-1020
Temperature of flow out
° F
80
WLL-1021
Temperature drop, delta T
deltaT
125
WLL-1022
Cooling load
Btu/day
1,828,461,600
WLL-1023
Evaporative cooling loss
gpd
225,092
WLL-1024
Evaporative cooling loss
gpm
156
WLL-1025
Latent heat of evaporation @ 205 F
Btu/Ib
974
WLL-1026
Total Net Effluent Flow
gpd
1,979,012
Net: IN - OUT = 0
+� SEALr v
28308
�r, cE N D

DESIGN PARAMETERS: Mass and Energy Balance
PROJECT: Evaporation Cooling Pond System RG3
LaGrange, North Carolina
BY: Qualia Data Solutions
Date: 8/16/2023
Mass Balance Details
Unit
Value
Ref/Comment
Variable
WLL-1100
Thermal Loop: Flow Out
gpm
1,218
WLL-1101
Thermal Loop: Flow Out
gpd
1,753,920
WLL-1102
Thermal Loop: Flow Out
MGD
1.754
WLL-1103
Precipitation, net
gpm
0.984
WLL-1104
Precipitation, net
gpd
1,417
WLL-1105
Pond Influent from Reclaim Water
gpm
155
WLL-1106
Pond Influent from Reclaim Water
gpd
2231676
WLL-1107
Reclaim Water effluent
MGD
0.224
WLL-1108
Other Sources
gpm
0
No other sources
WLL-1109
Other Sources
gpd
0
WLL-1110
Other Sources
MGD
0
WLL-1111
Total Effluent
gpm
1,374
WLL-1112
Total Effluent
gpd
1,979,013
WLL-1113
Total Effluent
MGD
1.979
WLL-1114
ITotal suspended solids, TSS
mg/L
<10
WLL-1115
Biological Oxygen Demand, BODS
mg/L
< 5
WLL-1116
Biological Oxygen Demand, BODS
mg/L
< 5
WLL-1117
Total Kjadahl nitrogen, TKN
mg/L
< 5
WLL-1118
Total ammonical nitrogen, NH3-N
mg/L
<5
WLL-1119
Temperature of flow in
° F
80
WLL-1120
ITemperature of flow out ,,,i�
° F
125
i
�SEALr pr-
28308
IN
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���►Iiff11L15f►►►

W LL-1200
W LL-1201
W LL-1202
W LL-1203
W LL-1204
W LL-1205
W LL-1206
W LL-1207
W LL-1208
W LL-1209
W LL-1210
W LL-1211
W LL-1212
W LL-1213
DESIGN PARAMETERS: Source #2 Effluent Mass and Energy Balance
PROJECT: Evaporation Cooling Pond System RG3
LaGrange, North Carolina
BY: Qualia Data Solutions
Date: 8/16/2023
Variable jUnit IValue lRef/Comment
Other Sources
This computation model output page is left blank because
there are no other pond influent sources other than reclaim
water and direct rain onto pond surface, in addition to the
internal recirculating flow between condenser and pond.
- ��aSEALr v
28308
:f-P/
'f,CEND

DESIGN PARAMETERS: Rainfall, Snow, lake evaporation
PROJECT: Evaporation Cooling Pond System RG3
LaGrange, North Carolina
BY: Qualia Data Solutions
Date: 8/16/2023
Variable
jUnit
Value
Ref/Comment
LaGrange Projected Precipitation
130aary
IWLL-130JIFeburuary
in
3.43
in
3.31
WLL-1302
March
in
4.02
WLL-1303
April
in
3.03
WLL-1304
May
in
3.19
WLL-1305
June
in
3.74
WLL-1306
July
in
3.66
WLL-1307
August
in
4.21
WLL-1308
jSeptember
in
3.23
WLL-1309
October
in
3.39
WLL-1310
November
in
3.15
WLL-1311
December
in
3.27
WLL-1312
Total precipation
in
41.63
WLL-1313
Total average snow
in
4.00
WLL-1314
Average annual lake evaporation
in
36.00
WLL-1315
Rain + snow - Evaporation
in
9.63
WLL-1316
10-year, 1-hr rainfall intensity
25-year, 24-hour rainfall
in
2.60
Only direct pour to pond
considered
WLL-1317
lin
1 6.10
24-inch freeboard
WLL-1318
Temperature of rainwater
° F
70
Average
tir r:r uri
�aSEALr v
28308
N.
�'��errrrrt�tit++'

W LL-1400
W LL-1401
W LL-1402
W LL-1403
W LL-1404
W LL-1405
W LL-1406
W LL-1407
W LL-1408
W LL-1409
W LL-1410
DESIGN PARAMETERS: Stormwater Mass and Energy Balance
PROJECT: Evaporation Cooling Pond System RG3
LaGrange, North Carolina
BY: Qualia Data Solutions
Date: 8/16/2023
Variable jUnit IValue lRef/Comment
Storm water metrics
This storm water computation model output page is left blank
because all storm water will be diverted away from the pond.
SEAL
v
28308
opf,
����fIf:11L15f���•'

DESIGN PARAMETERS: Volume and Level Computations
PROJECT: Evaporation Cooling Pond System RG3
LaGrange, North Carolina
BY: Qualia Data Solutions
Date: 8/16/2023
Wellons EVAPORATIVE VOLUME VERSUS DEPTH
#
Depth
Elevation
Length
Width
X, Linear
Area
slope
Cum. Vol.
Cum. Vol.
ft
ft
ft
ft
sq.ft
cu.ft
gal
WLL-1500
8.50
97.50
397.0
217.0
25.5
86,149
3.00
606,545
4,537,564
WLL-1501
8.00
97.00
394.0
214.0
24.0
84,316
3.00
563,930
4,218,760
WLL-1502
7.50
96.50
391.0
211.0
22.5
82,501
3.00
522,227
3,906,779
WLL-1503
7.00
96.00
388.0
208.0
21.0
80,704
3.00
481,427
3,601,554
WLL-1504
6.50
95.50
385.0
205.0
19.5
78,925
3.00
441,521
3,303,016
WLL-1505
6.00
95.00
382.0
202.0
18.0
77,164
3.00
402,500
3,011,099
WLL-1506
5.50
94.50
379.0
199.0
16.5
75,421
3.00
364,354
2,725,735
WLL-1507
5.00
94.00
376.0
196.0
15.0
73,696
3.00
327,076
2,446,857
WLL-1508
4.50
93.50
373.0
193.0
13.5
71,989
3.00
290,656
2,174,398
WLL-1509
4.00
93.00
370.0
190.0
12.0
70,300
3.00
255,085
1,908,291
WLL-1510
3.50
92.50
367.0
187.0
10.5
68,629
3.00
220,354
1,648,467
WLL-1511
3.00
92.00
364.0
184.0
9.0
66,976
3.00
186,454
1,394,861
WLL-1512
2.50
91.50
361.0
181.0
7.5
65,341
3.00
153,376
1,147,403
WLL-1513
2.00
91.00
358.0
178.0
6.0
63,724
3.00
121,111
906,028
WLL-1514
1.50
90.50
355.0
175.0
4.5
62,125
3.00
89,649
670,667
WLL-1515
1.00
90.00
352.0
172.0
3.0
60,544
3.00
58,983
441,254
WLL-1516
0.50
89.50
349.0
169.0
1.5
58,981
3.00
29,103
217,720
WLL-1517
0.00
89.00
346.0
166.01
0.01
57,436
3.001
01
0
SEALr v
28308
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Phone:[phone] M�%LLONS
2525 West Firestone Lane
Fax: [phone] Vancouver, WA 98660
www.Wellons.com
F— G F�7Nb -rO C-,-+ P KA010
T�,- 6 ?C)rJl fte:V� 6:tt TO s-Ps -')
41 o eo-fAA 4-v+w -Q
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i ns LCK ;
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SEAL �v
28308 �
'►►rrrrru►�►H►►
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19, 4-
Ir, 0
R4-. NFr 7.a14 - t-
PROJECT ;7 _
CW PU1M�PS Gi1niyV�

����tuurrrtr���
_ 28308 �
ref'' 4 GINVF;Q;GOQ
rr l It; l o,

.... PLOSS Calculations .... 5/19/2023 8:02:13 AM
*** SYSTEM CONSTANTS ***
Project Name
CPP - RG2 Pond Circulation
System
CW Pump to C_HP
Run No.
1
Pipe Roughness, ft.
0.00015
Fluid
Water
Flow Units
GPM
Initial Pressure, psia
195
Temperature, F
80
Initial Density, Ib/cu.ft
62.208
Viscosity, centi Poise
0.87204
Ratio of Sp. Heats
0
*** Input Data for Pipe Section 1 ***
Pipe Section Number:
1
Line Designation:
1
Flow Regime
Incompressible
Internal Diameter, in.:
7.981
Flow Through Pipe, GPM:
1410
Pipe Section Length, ft.:
2158
Number of 90 Degree Elbows:
5
Number of 45 Degree Elbows:
9
Number of Tees Through Branch:
2
Number of Tees Through Run:
0
Number of Globe Valves:
0
Number of Gate Valves:
0
Number of Swing Check Valves:
1
Number of Butterfly Valves:
1
Number of Globe Valves:
0
Other Fittings Total L/D:
0
Other Fittings Total K:
0.98
Other Fittings Total L/D:
0
Other Known Losses, psi:
5
*** Results for Pipe Section 1 ***
Mass Flow Rate, PPH:
703540
Velocity, fps:
9.0374
Reynolds Number:
637850
Friction Factor:
1.5371E-02
Pipe Loss, psi:
27.325
Dynamic Loss, psi:
5.2444
Known Loss, psi:
5
Total Loss, psi:
37.569
Total Loss, ft.:
86.966
?cc,'/ 5-117h3
+gyp y,,, � �►u►►4
=Q�SEALry
28308
'.'!'G1 IN S4 G�4

.... PLOSS Calculations .... 5/19/2023 8:04:36 AM
*** SYSTEM CONSTANTS ***
Project Name
CPP - RG2 Pond Circulation
System
CHP to Pond Header
Run No.
2
Pipe Roughness, ft.
0.00015
Fluid
Water
Flow Units
GPM
Initial Pressure, psia
157.431
Temperature, F
200
Initial Density, Ib/cu.ft
60.128
Viscosity, centi Poise
0.30363
Ratio of Sp. Heats
0
*** Input Data for Pipe Section 2 ***
Pipe Section Number:
2
Line Designation:
2
Flow Regime
Incompressible
Internal Diameter, in.:
7.981
Flow Through Pipe, GPM:
1410
Pipe Section Length, ft.:
4651
Number of 90 Degree Elbows:
11
Number of 45 Degree Elbows:
13
Number of Tees Through Branch:
2
Number of Tees Through Run:
0
Number of Globe Valves:
0
Number of Gate Valves:
0
Number of Swing Check Valves:
1
Number of Butterfly Valves:
6
Number of Globe Valves:
0
Other Fittings Total L/D:
0
Other Fittings Total K:
1.34
Other Fittings Total L/D:
0
Other Known Losses, psi:
13
*** Results for Pipe Section 2 ***
Mass Flow Rate, PPH:
Velocity, fps:
680010
9.0374
?E551o°
;�Q`�
Reynolds Number:
1.7707E+06
Friction Factor:
1.4596E-02-
Pipe Loss, psi:
Dynamic Loss, psi:
54.054
8.6557
28308 f
':; P/ �.4'01NE;: G��.•
'%,,�'C
_
�O
Known Loss, psi:
13
yy p �,•�'
Total Loss, psi:
75.71
Total Loss, ft.:
181.32

.... PLOSS Calculations .... 5/19/2023 8:07:06 AM
*** SYSTEM CONSTANTS ***
Project Name
CPP - RG2 Pond Circulation
System
Pond Header to Spray Header
Run No.
3
Pipe Roughness, ft.
0.00015
Fluid
Water
Flow Units
GPM
Initial Pressure, psia
81.721
Temperature, F
160
Initial Density, Ib/cu.ft
61.023
Viscosity, centi Poise
0.39483
Ratio of Sp. Heats
0
*** Input Data for Pipe Section 3 ***
Pipe Section Number:
3
Line Designation:
3
Flow Regime
Incompressible
Internal Diameter, in.:
10.02
Flow Through Pipe, GPM:
706
Pipe Section Length, ft.:
100
Number of 90 Degree Elbows:
1
Number of 45 Degree Elbows:
0
Number of Tees Through Branch:
0
Number of Tees Through Run:
2
Number of Globe Valves:
0
Number of Gate Valves:
0
Number of Swing Check Valves:
0
Number of Butterfly Valves:
0
Number of Globe Valves:
0
Other Fittings Total L/D:
0
Other Fittings Total K:
0.36
Other Fittings Total L/D:
0
Other Known Losses, psi:
0
*** Results for Pipe Section 3 ***
Mass Flow Rate, PPH:
Velocity, fps:
345070
2.8668
,.`'�a CA�D'�'••�
a4: �Essio :
Reynolds Number:
550370
= SEALrA;p
Friction Factor:
1.5112E-02
Pipe Loss, psi:
Dynamic Loss, psi:
9.7876E-02
7.6677E-02
o�; 28308fq
=,�� '�!;G1N;:4' Vim,• _
AO
Known Loss, psi:
0.0000E+00
'%,,�'C yy D�.,�`'
Total Loss, psi:
0.17455
"fillip
Total Loss, ft.:
0.4119

.... PLOSS Calculations .... 5/19/2023 8:09:41 AM
-----------------
*** SYSTEM CONSTANTS ***
Project Name
CPP - RG2 Pend Circulation
System
Spray Header to Spray Nozzle
Run No.
4
Pipe Roughness, ft.
0.00015
Fluid
Water
Flow Units
GPM
Initial Pressure, psia
81.54645
Temperature, F
160
Initial Density, Ib/cu.ft
61.023
Viscosity, centi Poise
0.39483
Ratio of Sp. Heats
0
*** Input Data for Pipe Section 4 ***
Pipe Section Number:
4
Line Designation:
4
Flow Regime
Incompressible
Internal Diameter, in.:
4.028
Flow Through Pipe, GPM:
236
Pipe Section Length, ft.:
50
Number of 90 Degree Elbows:
1
Number of 45 Degree Elbows:
0
Number of Tees Through Branch:
0
Number of Tees Through Run:
5
Number of Globe Valves:
0
Number of Gate Valves:
0
Number of Swing Check Valves:
0
Number of Butterfly Valves:
1
Number of Globe Valves:
0
Other Fittings Total UD:
0
Other Fittings Total K:
0.74
Other Fittings Total UD:
0
Other Known Losses, psi:
60
*** Results for Pipe Section 4 ***
Mass Flow Rate, PPH:
Velocity, fps:
115510
5.9384
4: • Es 51'•
0
Reynolds Number:
458310
= =�Q�SEALrp
Friction Factor:
1.7407E-02
=
Pipe Loss, psi:
Dynamic Loss, psi:
0.60169
0.87861
_ 28308
Known Losspsi:
60
Total Loss, psi:
61.48
Total Loss, ft.:
145.08

.... PLOSS Calculations .... 3/6/2023 11:05:08 AM
*** SYSTEM CONSTANTS ***
Project Name
System
Run No.
Pipe Roughness, ft.
Fluid
Flow Units
Initial Pressure, psia
Temperature, F
Initial Density, Ib/cu.ft
Viscosity, centi Poise
Ratio of Sp. Heats
CPP-RG2 Wilson, NC
Evaporator Pond Cooling Water
4
0.00015
Water
GPM
125
70 j�
62.283 (�--�la
0.99929
0
L----_-- — ----p-.....—
*** Input Data for Pipe Section 1 ***
Pipe Section Number:
1
Line Designation:
Cold
Flow Regime
Incompressible
Internal Diameter, in.:
7.981
Flow Through Pipe, GPM:
1410~�
Pipe Section Length, ft.:
5932
Number of 90 Degree Elbows:
11
Number of 45 Degree Elbows:
22
Number of Tees Through Branch:
0
Number of Tees Through Run:
6
Number of Globe Valves:
0
Number of Gate Valves:
0
Number of Swing Check Valves:
1
Number of Butterfly Valves:
2
Number of Globe Valves:
0
Other Fittings Total LID:
0
Other Fittings Total K:
0
Other Fittings Total LID: 0
Other Known Losses, psi: 95
*** Results for Pipe Section 1 ***
Mass Flow Rate, PPH:
Velocity, fps:
Reynolds Number:
Friction Factor:
Pipe Loss, psi:
Dynamic Loss, psi:
Known Loss, psi:
Total Loss, psi:
Total Loss, ft.:
CAR
7r
SEAL,
28,308
SCE M. ��.•`'•
f i 147151f1.
704380
9.0374
557300
1.5526E-02
75.96
8.4483
95
179, 41
414.8�'
0 At
A 0
AP
t
�O

AID
3/6/2023 11:07:21 AM
PLOSS Calculations ....
*** SYSTEM CONSTANTS ***
Project Name' ,
System
CPP-RG3 LeGrange, NC
Evaporator Pond Cooling Water
- •-_�...d �,
Run No.
Pipe Roughness, ft.
Fluid
2
5 Water
Water
8 �
�•r/
Flow Units
GPM
Initial Pressure, psia
125
=
K
Temperature, F
70
--
Initial Density, Ib/cu.ft
62.283
Viscosity, centi Poise
0.99929
Ratio of Sp. Heats
0
*** Input Data for Pipe Section 1 ***
Pipe Section Number:
Line Designation:
Flow Regime
Internal Diameter, in.:
Flow Through Pipe, GPM:
Pipe Section Length, ft.:
Number of 90 Degree Elbows:
Number of 45 Degree Elbows:
Number of Tees Through Branch
Number of Tees Through Run:
Number of Globe Valves:
Number of Gate Valves:
Number of Swing Check Valves:
Number of Butterfly Valves:
Number of Globe Valves:
Other Fittings Total L/D:
Other Fittings tal K:
Other Fittinfotal L/D:
Other Known Losses, psi:
1
Cold
Incompressible
7.981 �✓` C � .3 G' 1 V4
2275 l v'
l� J
12� (
0 i �
6
0
2 CZ�J tCLA, 14-W-
0
0 -- -
0
0
95 tOV— ✓
*** Results for Pipe Section 1 ***
Mass Flow Rate, PPH:
Velocity, fps:
Reynolds Number:
Friction Factor:
Pipe Loss, psi:
Dynamic Loss, psi:
Known Loss, psi:
Total Loss, psi:
Total Loss, ft.,
•gyp y r r � u+r+�+4
p0���r
rQ SEALr•
28308
SCE N o`'.
'rlrrr11;wo
704380
9.0374
557300
1.5526E-02
29.131
6.0637
95
130.2
T
**1
7 1
3�le0 �23
6W)

t.
LOSS Calculations .... 3/10/2023 2:21:55 PM yb
*** SYSTEM CONSTANTS ***
Project Name
CPP-RG3 LeGrange, NC
System
Run No.
Evaporator Pond Cooling Water
3
Pipe Roughness, ft.
0.00015
Fluid
Water
Flow Units
GPM
Initial Pressure, psia
125
Temperature, F
70
Initial Density, Ib/cu.ft
62.283
Viscosity, centi Poise
0.99929
Ratio of Sp. Heats
0
*** Input Data for Pipe Section 1 ***
Pipe Section Number: 1
Line Designation: Cold - Revised Length
Flow Regime Incompressible
Internal Diameter, in.: 7.981
Flow Through Pipe, GPM: 1410
Pipe Section Length, ft.: 400
Number of 90 Degree Elbows: 6
Number of 45 Degree Elbows: 4
Number of Tees Through Branch: 0
Number of Tees Through Run: 2
Number of Globe Valves: 0
Number of Gate Valves: 1
Number of Swing Check Valves: 1
Number of Butterfly Valves: 1
Number of Globe Valves: 0
Other Fittings Total L/D: 0
Other Fittings Total K: 0
Other Fittings Total L/D: 0
Other Known Losses, psi: 95
*** Results for Pipe Section 1 ***
p1117 e 112p�.
Mass Flow Rate, PPH: 704380 ,•�'�a GARp
Velocity, fps: 9.0374EEssio
Reynolds Number. 557300 ` �YSEALr:p
Friction Factor: 1.5526E-02 = =
Pipe Loss, psi: 5.122 ? ��; �28aysq.. 4
Dynamic Loss, psi: 3.7217 'P 4GIN vCo —
Known Loss, psi: 95 '%,� C� N; """' ' �
Total Loss, psi: ""+ll'��''
Total Loss, ft.: 240.09

Appendix F
Drawings Package
Carolina Poultry Power - La Grange August 2023

m
N
N
0
N
0
N 54°38'29"
80.51'(TIE)
N 59°3740" E
�1063.46'(TIE) R/W N 54°44'40" E
246.54'(TIE) ECS'
& GS MONUMENT EPKN EPKN
"LaGRANGE"
77
N=571,020.01' R/H
ECM S 36°07'40" E EIP
E=2,362,579.76' S 36°07'26" 30.00'(TIE)
NAD83/2011 30.42'(TI E )
1 GrGnin
R/W = RIGHT-OF-WAY
EIP = EXISTING IRON PIPE
EPKN = EXISTING PK NAIL
SIP = SET IRON PIPE
_
w
ECM = EXISTING CONCRETE MONUMENT
~
ECS = EXISTING COTTON SPINDLE
ERRS = EXISTING RAILROAD SPIKE
NPS = NO POINT SET
MARTHA LYN N
co
TOWN OF
404 WETLANDS
0
w
LaGRANGE
JONES HORNE
co
DB 1037, PG 912
DB 1794, PG 858
o
A PORTION OF
PARCEL #100596
I
r,
PARCEL #15787
APPROVED, EXEMPT FROM TOWN OF LaGRANGE
SUBDIVISION REGULATIONS
TOWN OF LaGRANGE SUBDIVISION ADMINISTRATOR
SIP
N 53°52'3
I, MICHAEL W. BALDWIN, CERTIFY THAT THIS SURVEY No
IS AN EXCEPTION TO THE DEFINITION OF 20'
SUBDIVISION AS PER NCGS 160D-802(a)(2).
FLOOD STATEMENT
A PORTION OF THIS PROPERTY IS LOCATED IN ZONE AE, AND
IS WITHIN A SPECIAL FLOOD HAZARD AREA, AS DETERMINED
BY NFIP RATE MAP DATED APRIL 16, 2013 : COMMUNITY PANEL
NUMBER 3720356700K
CERTIFICATE OF APPROVAL FOR RECORDING
I, HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN
HEREON HAS BEEN FOUND TO COMPLY WITH THE
SUBDIVISION REGULATIONS OF THE TOWN OF LaGRANGE,
NORTH CAROLINA, AND THAT THIS PLAT HAS BEEN
APPROVED BY THE ADMINISTRATOR FOR RECORDING IN THE
OFFICE OF THE REGISTER OF DEEDS OF LENOIR COUNTY.
ADMINISTRATOR DATE
CERTIFICATE OF OWNERSHIP, DEDICATION, AND JURISDICTION
I, (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S)
OF THE PROPERTY DESCRIBED HEREON, WHICH PROPERTY
IS WITHIN THE SUBDIVISION REGULATION AND JURISDICTION
OF LENOIR COUNTY AND THAT I (WE) FREELY ADOPT THIS
PLAN OF SUBDIVISION.
SIGNATURE OF OWNER DATE
Q
N
ti I
0
76' .
M EASEMENT AREA 1\
N 47'40'18" E
112.44'(TOT)(TIE)
N 47°25'27"
25.18'(TIE) SIP 196.61'(T0T)(T�
IP SIP S
SEC I DIST
PROPOSED 20'
ACCESS ATMTy
EASEMENT
SEE DETAIL "A" —
EX. CLARIFIERS
SIGNATURE OF OWNER DATE
CERTIFICATION
I, MICHAEL W. BALDWIN, CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION
(DEED RECORDED IN BOOK 1037, PAGE 912); THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND
0%%1111111/1110
IN OOK SEE , PAGE T THE
OFBPRECISION AS CALCUOLATED IS110,0 0++; THOAT
S�THIS
PLAT WAS PREPARED IN ACCORDANCE WITHG.S.
ff
47-30 AS AMENDED. WITNESS MY ORIGINALSIGNATURE,
LICENSE NUMBER AND SEAL THIS
SEAL
19th DAY OF MAY A.D.,
_� L-3082 z-
2022
' 9 O �.�-
o,
11111111110 �``''``
MICHAEL W. BALDWIN, PLS L-3082
SIP
20
11, SIP
S 54°38'45" W
69.39'(TIE) N CS R 1514 - BROTHERS ROAD
54°38'45" E
68.98' (60' R/W 19- PAVEMENT PUBLIC)
EPKN 54°JAW 75L9. 5' T E — —
o- AI GAOA 4,4fln C 4GnA o
SIP / °` /
/
2
p�oFG O� o B'�` boo e0o�
y2 y I 0 WOODED /
/ 03
>l 404 WETLANDS
/ `• g� 00
o
� � o
ci
/G tee`
r �100 YEAR FLOOD LINE
(SCALED FROM FIRM) �, Q
WOODED Op/ )
PS;\\�R/W
S 05°09'52" W
39.44'(TIE)
r �° ��L WILLIAM DOUG HILL
TRACT 1 , and wife,
5.9'�9 ACRES / JOY K. HILL
1 DB 1177, PG 261
l ' / PARCEL #15787CIV
—
I(.
I d.
I \ 404 WETLANDS
J
NEW POND
\ 3252' EASEMENT AREA
`� /
I M � .
r `" SIP L2
co
/EIP SIP 79.92' SIP 90 02' SIP
G
ECM DIST I� J
0
9 SIP L4 SIP
l
PROPOSED 20'
/ NPS I ACCESS AND
SIP UTILITY EASEMENT
W 395.60' 1
I \
I �100 YEAR FLOODLINE\
I SCALED FROM FIRM \
CD
--X. PONDS
EX. CLARI FI E
CEMENT AREA '
m
/ 00
CD
III FLOODWAY LINE
I I SCALED FROM FIRM
Ill n� O�
c)
\ m
,-o O�
0
OAgo m
SIP
r
TOWN OF LaGRANGE
DB 493, PG 68
PARCEL #27040
�' j - SIP
SIP L6
� J
J
SITE
VICINITY MAP
THIS MAP FILED FOR REGISTRATION THIS DAY
OF
AT O'CLOCK M AND DULY REGISTERED IN
PC PAGE
BY:
EIP
REGISTER OF DEEDS
LENOIR COUNTY
REGISTER/ASSISTANT/DEPUTY
L11 sIP /
SIP /
DETAIL "A"
SCALE. 1 - 100
200' 100, 0 200' 400' 600'
NEENEEMEMI
GRAPHIC SCALE: 1" = 200'
CLOSURE CHECK BOUNDARY
CHECKED: NRW DATE: 03/15/2022
SHEET 1 OF 1
LINE TABLE
COURSE
BEARING
DISTANCE
L1
N 42°28'57" W
156.74'
L2
N 47*40'18" E
20.00'
L3
S 42°28'57" E
90.00,
L4
N 47*40'18" E
90.00,
L5
S 42°28'57" E
20.00'
L6
S 47*40'18" W
90.00,
L7
S 42°28'57" E
46.34'
L8
S 46°31 ' 16" W
20.00'
L9
N 42°40'53" W
209.06'
L10
S 41°47'10" E
207.79'
L1 1
S 46°09'41 " W
48.27'
A PORTION OF PARCEL #15787 1
SURVEY FOR
STOCKPORT LIMITED PARTNERSHIP
REFERENCE: BEING A PORTION OF THE PROPERTY
DESCRIBED IN DEED BOOK 1037, PAGE 912 (TRACT 6)
OF THE LENOIR COUNTY REGISTER OF DEEDS
MOSELEY HALL TOWNSHIP, LENOIR COUNTY, NORTH CAROLINA
OWNER: TOWN OF LaGRANGE
ADDRESS: 203 S. CENTER STREET
LaGRANGE, NC 28551
PHONE: [phone]
CINSE
Baldwin DesignLC-3498 SURVEYED: CBM APPROVED: MWB
Consultants, PA DRAWN: JGG/LPF DATE: 5/19/2022
ENGINEERING - SURVEYING - PLANNING
1700-D EAST ARLINGTON BOULEVARD CHECKED: MWB SCALE: 1" = 200'
GREENVILLE, NC 27858 252.756.1390

Y:IDRAW[NGS121-111 -Carolina Poultry Power 3 - La Grange121-111 BASE.dwg Thu, Jan 27, 2022-5:30pm RWELLS