WQ0044332_Application_20230424

Initial Review
Reviewer Nathaniel.Thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WQ0044332
Applicant/Permittee Carolina Poultry Power RG3, LLC
Applicant/Permittee Address 5455 Brothers Road, La Grange, NC 28551
Is the owner in BIMS? Yes No Is the facility in BIMS?
Owner Type
Facility Name
County
Fee Category Major
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Organization
Carolina Poultry Power - La Grange CUS
Lenoir
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount
Complete App Date
04/24/2023
Yes No
$1,310
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
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
Applicant/Permittee* Carolina Poultry Power RG3, LLC
Applicant/Permittee Address* 5455 Brothers Road, La Grange, NC 28551
Facility Name* Carolina Poultry Power - La Grange CUS
Please provide comments/notes on your current submittal below.
A check for the new Major Generator/User application fee of $1310 was mailed to your office on March 16, 2023.
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 Apr 2023.pdf 17.47MB
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
c e&'101W
Submission Date 4/24/2023

Carolina
Poultry
Power
490
Application for Conjunctive
Utilization -Reclaimed Water Permit
Carolina Poultry Power RG3, LLC
LaGrange, North Carolina
April 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 April 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 April 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 April 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 April 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

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
FORM: RWPI 06-16
L GENERAL 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: garrygeastenergyllc.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

IL 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 (Q >
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 Proms 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)(10). 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 O1C?
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: 1,800,000 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:
✓ 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 ❑ No
If yes, what is the drainage area? 86,149 ft'
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.)? N/A
9. If applicable, provide the specification page references for the liner installation and testing requirements: N/A
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:
❑ Cla
®Synthetic
Top of embankment elevation:
97.5 ft
❑ Other
I ❑ Unlined
Liner hydraulic conductivity:
Solmax GQXIOE-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
4,537,564
allons
Mean seasonal high water table depth:
N/A 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

[State form template has blank page. It is being left in document because of auto page numbering at bottom.]
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
1250 gpm
App C
8
Nozzle manufacturer / model
Veolia /
App D
1
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.
2. Provide the following information for all other reclaimed water utilization sites (non -irrigation):
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
4b
002
35°18'44"
-77°46'44"
Evap Pond
Moseley Creek
4b
003
35°18'45"
-77°46'43"
Evap Pond
Moseley Creek
4b
004
35°18'42"
-77°46'40"
Evap Pond
Moseley Creek
4b
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:
bgps://ncdenr.s3.amazonaws.com/s3fs-public/Water%2OQualily/Aquifer%2OProtection/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"Ird i V , �� I
l @ 13 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 $10,000 as well as civil penalties up to
$25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
o�FE�S�o'•�y ;
025853
�RtY E.
Applicant's Certification (signing authority must be in compliance with I�A NCAC 02T .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 arc 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:
47 Date: 4/20/23
FORM: RWCU 06-16 Page 8 of 7

Appendix B
Property Ownership Documentation
Carolina Poultry Power - La Grange April 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

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. -

f
This First Amendment is executed by the parties as of the Effective Date.
Landlord:
STOCKPORT LIMITED PARTNERSHIP
by its general partner, Eff GP LLC
Richard Deming, Manager
Tenant:
By:
Richard Deming, Chief Executive Officer

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
Confidential
1

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.
Confidential
2

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.
Confidential
3

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
Confidential
4

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
Confidential
5

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.
Confidential
6

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
Confidential
7

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
Confidential
8

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.
Confidential
9

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),
Confidential
10

(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
Confidential
11

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

TO INDICATE THEIR AGREEMENT, the Parties have executed this Lease by their
respective signatures below.
LESSOR:
STOCKPORT LIMITED PARTNERSHIP,
by its general partner, EfW GP LLC
Name: gFrVah—iddi
Title: Officer
LESSEE:
CAROLINA POULTRY POWER RG3, LLC
By:
Name
Title:
Richard Deming
Managing Partner
Confidential
16

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

�-
z n A "i'
Jul
All
ws a
KAr
�b(ibbi,nn �JJ
N W N
o XJ� a ss
ym�p
PH!
1NIP Gn
W
O
A
P?
4
m
�
<
(n
0
y
Q�y
0
.4
i
YS
�
Z
D I
�H�
Rya€- �
s� {
z
§ z
pQo
1m
T00
G
m
E-T1W WPzR-ww
Utk)i EASEMEMf
..ice
I
�li 14a+
r�
Y
0f11^
o
�i�yy 1
�II i

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.

Type: CONSOLIDATED REAL PROPERTY
Recorded: 9/14/2022 4:09:55 PM
Fee Amt: $26.00 Page 1 of 11
Revenue Tax: $0.00
Lenoir County, NC
Pam Rich Register of Deeds
BK 1967 PG 802 - 812
Prepared by and return after recording to:
Ward and Smith, P.A.
120 West Fire Tower Road
Winterville, NC 28590
Ann. J. Drake Brinkley, Esq.
STATE OF NORTH CAROLINA EASEMENT AGREEMENT
COUNTY OF LENOIR
This Easement Agreement (the "Agreement") is entered into this 13th day of
September , 2022 by and between STOCKPORT LIMITED PARTNERSHIP, a
North Carolina limited partnership ("Stockport"), and TOWN OF LA GRANGE, a body politic and
corporate organized and existing under the laws of North Carolina ("Town"). Stockport and Town may
be referred to herein singularly as "Party" or collectively as "Parties".
RECITALS:
WHEREAS, Town is the fee simple owner of certain real property in Lenoir County, North
Carolina, said property being adjacent or near the Stockport Property and more particularly described or
depicted on Exhibit A attached hereto and incorporated herein by reference (the "Town Property");
WHEREAS, Stockport is the fee simple owner of certain real property located in Lenoir County,
North Carolina, said property being adjacent or near the Town Property and more particularly described
or depicted on Exhibit B attached hereto and incorporated herein by reference (the "Stockport
Property"); and
WHEREAS, in order to facilitate the development of the Generating Facility (as defined below)
on the Stockport Property, the Town has agreed to provide for certain easements over the Town Property
to benefit the Stockport Property.
NOW, THEREFORE, in consideration of the sum of Ten Dollars ($10.00), the foregoing recitals;
the mutual promises contained herein, and other good and valuable consideration, the receipt and
sufficiency of which is hereby acknowledged, the Parties hereto agree as follows:
submitted electronically by "Investors Title Insurance company"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Lenoir county Register of Deeds.

ARTICLE I
ACCESS EASEMENT
1.1 Access Easement over the Town Pro ert . Town hereby grants, declares, and establishes
to and for the benefit of Stockport and its affiliates, subsidiaries and tenants, and the successors, assigns
and grantees of each of there and any future owner or tenant of the Stockport Property, a (i) non-exclusive
easement (the "Non -Exclusive Access Easement over the Town Property") appurtenant to the Stockport
Property for the sole purpose of vehicular and pedestrian ingress, egress, regress, and access over the
Town Property, specifically limited to the easement areas shown as (a) "Proposed 20' Access & Utility
Easement" as shown on the plat entitled "Survey for Stockport Limited Partnership" prepared by Baldwin
Design Consultants, PA, recorded in Plat Cabinet 17, Page 13 in the office of the Register of Deeds of
Lenoir County (the "Plat"), and (b) "Electrical Infrastructure Easement Area" on the Plat, and (c) "Ex.
Ponds Easement Area" on the Plat, and (ii) an exclusive easement (the "Exclusive Access Easement over
the Town Property"; collectively the Non -Exclusive Access Easement over the Town Property and the
Exclusive Access Easement over the Town Property are the "Access Easement over the Town Property")
appurtenant to the Stockport Property for the sole purposes of vehicular and pedestrian ingress, egress,
regress, and access over the Town Property specifically limited to the easement area shown as "New
Pond Easement Area" on the Plat. Stockport may, at its sole cost and expense, construct, install, and
maintain roadways (and related improvements), including paved roads, in the Access Easement over the
Town Property provided, however, Stockport shall not interfere with the Town's wastewater treatment
operation on the Town Property in the Town's reasonable discretion. Stockport may use or permit the
use of the Access Easements over the Town Property by vehicles with more than two (2) axles and/or
by construction traffic.
1.2 Use. No barriers, fences or other obstructions shall be erected so as to impede or interfere
in any way with the free flow of vehicular and pedestrian traffic over the Access Easement over the
Town Property; provided, however, that (1) either Party may utilize customary traffic regulation and
"traffic calming" devices (e.g., signage, directional flow marks, speed bumps, pedestrian crosswalks,
etc.). Neither Party may dedicate all or any portion of the Access Easement over the Town Property to
the public without the joinder of the other Party. The Parties hereto acknowledge and agree that: (1)
Stockport's operations within the New Pond Easement Area as depicted on the Plat and the Ex. Pond
Easement Area as depicted on the Plat and use of the ponds therein for evaporation, at its discretion but
subject to Section 4(d) of the Energy Purchase Agreement (as defined below), is essential to the
successful operation of the Generating Facility (as defined below); and (ii) for the term of this
Agreement, Stockport shall have full and exclusive operational use and control of the New Pond
Easement Area as depicted on the Plat and the Ex. Pond Easement Area as depicted on the Plat, subject
to Section 4(d) of the Energy Purchase Agreement (as defined below), for the purpose of successfully
operating the Generating Facility (as defined below), at its discretion, and satisfying the obligations of
the Energy Purchase Agreement.
1.3 Maintenance. Stockport, at its sole cost and expense, shall be responsible for maintaining
the roadways, and other improvements, it constructs in good condition and repair. Town, at its sole cost
and expense, shall be responsible for maintaining the roadways, and other improvements, it has
constructed or will construct in good condition and repair. No later than thirty (30) days prior to
performing construction, maintenance or repairs, the Party making the same shall provide the other Party
with written notice of the proposed construction, maintenance and repairs to be performed and a timeline

for the performance of such work; provided, however, the thirty (30) days' notice shall not be required
if there are repairs, construction or maintenance that require immediate attention under exigent
circumstances.
Any extraordinary damage or wear and tear to any roadways caused by traffic above and beyond
the traffic contemplated in this Agreement shall be the responsibility of the individual property owner,
their contractors, tenants, concessionaires and licensees and their respective officers, employees, agents,
customers and/or invitees that caused such damage. Upon receipt of written notice of such damage, wear
and tear from the other Party, the responsible property owner shall immediately repair said damage
resulting from such extraordinary traffic and pay for the costs of the maintenance or repair. The aforesaid
obligations for maintenance and repair shall be exercised in a manner so as to minimize the disruption
of the rights of others.
ARTICLE II
UTILITY EASEMENTS
2.1 Utility Easement over the Town Pro . Town hereby grants, declares, and establishes
to and for the benefit of Stockport and its affiliates, subsidiaries and tenants, and the successors; assigns
and grantees of each of them and any future owner or tenant of the Stockport Property, a (i) non-exclusive
casement (the "Non -Exclusive Utility Easement over the Town Property") appurtenant to the Stockport
Property for the sole purpose of installing, constructing, maintaining, and replacing utilities, including, but
not limited to, gas, power, water, sewer, and stormwater, over, under, through, and across the areas depicted
as (a) "Proposed 20' Access & Utility Easement" on the Plat, (b) "Electrical Infrastructure Easement
Area" on the Plat, and (c) "Ex. Ponds Easement Area" on the Plat; and (ii) an exclusive easement (the
"Exclusive Utility Easement over the Town Property"; collectively, the Non -Exclusive Utility Easement
over the Town Property and the Exclusive Utility Easement over the Town Property are the "Utility
Easement over the City Property") appurtenant to the Stockport Property for the sole purpose of
installing, constructing, maintaining, and replacing utilities, including, but not limited to, gas, power,
water, sewer, and stormwater, over, under, through, and across the area depicted as "New Pond Easement
Area". Stockport, at its sole cost and expense, shall be responsible for maintaining any utilities installed
by Stockport located in the Utility Easement over the Town. Property. No later than thirty (30) days
prior to performing construction, maintenance or making repairs to the any utilities located in the Utility
Easement over the Town Property, Stockport shall provide the Town with written notice of the proposed
construction, maintenance and repairs to be performed and a timeline for the performance of such work.
Notwithstanding anything to the contrary herein, Stockport may enter the Utility Easement over the
Town Property at any time with or without notice to perform repairs, construction or maintenance that
require immediate attention under exigent circumstances.
ARTICLE III
MISCELLANEOUS EASEMENTS
3.1 Equipment Easement over the Town Pro ert . Town hereby grants, declares, and
establishes to and for the benefit of Stockport and its affiliates, subsidiaries and tenants, and the successors,
assigns and grantees of each of them and any future owner or tenant of the Stockport Property, a (i) non-
exclusive easement (the "Non -Exclusive Equipment Easement over the Town Property") appurtenant to
the Stockport Property for the sole purpose of installing, constructing, using, maintaining, and replacing
equipment, including, but not limited to, evaporators, pumps, heat exchangers, any and all electrical

equipment associated with the foregoing, and any and all equipment related to the development of the
Stockport Property as a Generating Facility (as defined below) on the areas depicted as (a) "Electrical
Infrastructure Easement Area" on the Plat, and (b) "Ex Ponds Easement Area" on the Plat; and (ii) an
exclusive easement (the "Exclusive Equipment Easement over the Town Property"; collectively the Non
Exclusive Equipment Easement over the Town Property and the Exclusive Equipment Easement over the
Town Property are the "Equipment Easement over the Town Property") appurtenant to the Stockport
Property for the sole purpose of installing, constructing, using, maintaining, and replacing equipment,
including, but not limited to, evaporators, pumps, heat exchangers, any and all electrical equipment
associated with the foregoing, and any and all equipment related to the development of the Stockport
Property as a Generating Facility (as defined below) on the area depicted as "New Pond Easement Area"
on the Plat. Stockport, at its sole cost and expense, shall be responsible for maintaining any equipment
installed by Stockport.
3.2 Structures Easement over the Town Property. Town hereby grants, declares, and
establishes to and for the benefit of Stockport and its affiliates, subsidiaries and tenants, and the successors,
assigns and grantees of each of them and any fixture owner or tenant of the Stockport Property, a non-
exclusive easement (the "Structures Easement over the Town Property") appurtenant to the Stockport
Property for the sole purpose of installing, constructing, maintaining, using, and replacing one or more
structures, in the areas depicted as (i) "New Pond Easement Area" on the Plat, (ii) "Electrical Infrastructure
Easement Area" on the Plat, and (ii) "Ex Ponds Easement Area" on the Plat. Stockport, at its sole cost
and expense, shall be responsible for maintaining any structures installed by Stockport. Stockportagrees
to use no more than 1,000 square feet of the area shown as the (1) "New Pond Easement Area" on the
Plat, (ii) "Electrical Infrastructure Easement Area" on the Plat, and (1) "Ex Ponds Easement Area" on the
Plat in the future for installing; constructing, maintaining, using, and replacing one or more structures.
3.3 Temporga Construction Easement. Town hereby grants, declares; and establishes to and
for the benefit of Stockport and its affiliates, subsidiaries and tenants, and the successors, assigns and
grantees of each of them and any future owner or tenant of the Stockport Property, a non-exclusive,
temporary construction easement appurtenant to the Stockport Property in the form of strips of land 7.5'
wide located contiguous with and on both sides of the Specific Access Easements (as defined below)
running along and parallel with the Specific Access Easements for the sole purpose of installing and
constructing a Generating Facility in accordance with the Energy Purchase Agreement (as defined below).
The "Specific Access Easements" include the (i) "New Pond Easement Area" on the Plat, (ii) "Proposed
20' Access & Utility Easement" on the Plat, (iii) "Electrical Infrastructure Easement Area" on the Plat, and
(iv) "Ex. Ponds Easement Area" on the Plat. Notwithstanding any terms to the contrary in this Section 3.3,
the portion of the temporary construction easement described in this Section associated with the New Pond
Easement Area and the Ex. Ponds Easement Area shall not include any area inside of the New Pond
Easement Area and the Ex. Ponds Easement Area. Stockport shall repair all damage caused by such use.
This temporary construction easement shall expire on the Commercial Operation Date, as such term is
defined in the Energy Purchase Agreement (as defined below).
ARTICLE IV
ADDITIONAL OBLIGATIONS
4,1 Ownership. Town represents the Town Property is owned by Town in fee and the
easements described herein over the Town Property are conveyed by Town free and clear of all monetary

encumbrances and free and clear of any other encumbrances which would prevent their use for the
purposes described herein,
4.2 Covenants and Warranties. Town covenants to Stockport that it owns the Town Property
in fee; that it has the right to convey the easements it is conveying in this Agreement; that the property
upon which the easements it is conveying are located is free and clear of all encumbrances, except as set
forth in Section 4.1; and that it will warrant and defend the title to the easements it is conveying against
the lawful claims of all persons whomever.
ARTICLE V
INDEMNIFICATION
5.1 Indemnification. To the extent allowable by law, the Parties hereby indemnify and save
each other harmless from any and all liability, damage, expense, causes of action, suits, claims, or
judgments, including reasonable attorney fees and expenses, arising from personal injury, death, or
property damage and occurring on or from its own Property, or arising from any work performed by or
on behalf of one Party on the Property of another Party, except if caused by the intentional negligence
or misconduct of the other Party hereto.
ARTICLE VI
TERM
6.1 Expiration. Subject to the terms and provisions herein, the easements conveyed herein
shall expire on the later of () the date that is one (1) year after the Stockport Property is no longer
operating as a Generating Facility (as defined below), or (ii) the date of expiration or earlier termination
of that certain Energy Purchase & Collaboration Agreement, dated April 12, 2022, between Carolina
Poultry Power RG3, LLC, a North Carolina limited liability company, and the Town of La Grange, as
amended, if amended (the "Energy Purchase Agreement,"). "Generating facility" means any equipment
or infrastructure installed by an energy provider or energy generator related to the generation, harnessing
or use of energy, including without limitation a steam heat generation facility, which includes the energy
generation equipment, controls, meters, switches, connections, conduit, wires, pipes, energy delivery
points, evaporators, feedstock storage and conveyance, housing structures and any other items installed as
a fixture for the purpose of, or related to, the provision or use of thermal or electrical energy.
ARTICLE VII
MISCELLANEOUS
7.1 Easements Running With the Land. The easements and covenants set forth above are of
a commercial nature, freely transferable, and are intended to be, and shall be construed as, easements
and covenants appurtenant to and running with the land and the burdens and benefits of said easements
and covenants shall run with the title to each Party's property, and shall bind and inure to the benefit of
the Parties, their successors, successors in title and assigns.
7.2 Severability. If any provision of this Agreement, or the application thereof to any person
or circumstances, shall for any reason and to any extent be invalid or unenforceable, and if the material

expectations of each Parry nevertheless can be achieved, the remainder of this Agreement and the
application of such provision to other persons or circumstances shall not be affected thereby but rather
shall be enforced to the greatest extent permitted by law.
7.3 Applicable Law. This Agreement shall be construed in accordance with the laws of the
State of North Carolina.
7.4 Compliance With Laws. The Parties hereby agree to comply with all applicable laws and
regulations in their use of the easements granted herein for the purposes herein stated and all Parties
hereto agree that the rights and responsibilities contained in this Agreement shall be performed in
accordance with, and only to the extent permitted by, all applicable laws, ordinances, rules and
regulations.
7.5 Variation in Pronouns. All pronouns and any variations thereof shall be deemed to refer
to the masculine, feminine, neuter, singular, or plural, as the identity of the Party or Parties, or their
personal representatives, successors and assigns may require.
7.6 Further Assurances. Each Party hereto agrees to give further assurances to each other
Party hereto, by way of executing such other and further instruments and documents as may be
reasonably necessary to effectuate and carry out the intents and purposes of this Agreement and the
agreements contained herein.
7.7 Caution Headings. The headings and captions used in this Agreement are for convenience
only and shall not be deemed to limit, amplify, or modify the terms of this Agreement.
7.8 Authority. Each of the Parties hereto acknowledges for itself that such Party has the
authority to enter into this Agreement.
[the remainder of this page intentionally blank]

IN WITNESS WHEREOF, the Parties have hereunto set their hand as of the day and year first
above written.
TOWN OF LA GRANGE
By:
Bobby R. Yooten, Mayor
ATTEST;
®
Oqlof poop"
L
Laura A. McCallister, wn Clerk
a , , �t
of the Town of LaGrange
° °o
1 ts�9 e
STATE OF NORTH CAROLINAF�/@a�,®�®1
COUNTY OF LgenciC
I, ' �� � y, a Notary Public for Leoo-af County, do hereby certify
that Laura A. McCallister, personally appealed before me this day and acknowledged that she is the Town Clerk
of the Town of La Grange, a North Carolina municipal corporation, and that by authority duly given and as the
act of the corporation, the foregoing instrument was signed by its Mayor, sealed with its corporate seal and attested
by herself as its Clerk.
Witness my hand and notarial seal, this day of mr ,
2022.
't
F
Signature of Notary Public
(SEAL)
Printed/Typed Name of Atary Puhhe
My Commission Expires: 51
``19111�9ji 111lP�a���
w�osa` 0�'��M155Ip�y �7oC` - i
F.
!' COU
•!!r•1�IIA1111111111��1'
Notary seal or stamp must appear within this box

STOCKPORT LIMITED PARTNERSHIP
By: EfW GP LLC, its general partner
By:
Richard Deming, Manager
STATE OF NORTH [AROLINA
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:
Richard Deming
Date: C
SrgHattireC Notary Public
Notary r nted or typed name
My commission expires; C
(Official Seal)
KELLY RENEE GOODM
Notary Public
North Carolina
Pitt County
Notary seal or stamp inust appear within this box

EXHIBIT A TOWN PROPE RTY
PARCELI:
TRACT 1N0. 1s i3eing Tractis NGII. 1% 11, 12 and 13 saitul;tod ,n aelaY 11811
Towrisi l.p, on plot of land nova known as the xa!*c A� Walter's Land, 83 :,aarveyed
and patted Say daces ,. 9ark, w icla said lalsat or slap 1s recardtcd In plat Book
1, Fage 79, Of rp4blic 1Cl;le ta aav
��t�o�r�Lta 13
hereby made 3or a more per,,, C!,, and conplaete 4e$driPtion. Tract. mu, 1a contains
,d.rF r s, tY Rya, i1 COCY a Cis , dcrcv; t�.act Na, 12 cotata tlt j. 2 BcY 3
r d Lx act [ L# contains 3.1.9 acres, rrsakSl�� a to * #a l �C �i e 4 it1 that l err S a ton
g4,FtZro ttrk& 14.93 aure,3, .V n.d 4e il1i the 50nit' la" o U<3aveyo�. i'`�y�'reco'rd Sutton
by v3d Volters and u:ife by daed dated ,3Dnr aery 20, 1g22 and cia�l�f recorded tQ
the o?,rice of the 1tetgiater of hods of 1Latair COunty In EoU 32, �a��s 1J�, to
whli.Cn said aided reference is here rkadr, Bi°kng the 4sane land conveyed by deed
to L. .:. Sulth anil of a°ecord in 2,004 139, 1'aage 5Z30, in 'ttae ofr-lea of the de,918-
ter of Deeds o: LanOIP Cculftty.
"y1ALC' NO, Z� in& Tracts NOZ, 2, �: �,, �]� 20, 41, 22 an" Lots Hca' 8' r 14'
}i, 12, T and rah, of than tea. yd='cY A., Walters lased, a and
Q.r15 adn,i,;h.. may be i�ad.
frow the Register or 17eeds' 0M00 for 4�netir County., and is haeredy mach a
part heM,0f and a;anyains 16 and a fraction acres; being the aaasne lend deeded
to Albert klphin b W. `f- A]-pUln, and w1fe, Ginnie Alphln, er date D000mbnr io,
1919, and ®3v lsteted ira rash Couniy Si?`Tice; [sC Flag enter of s ed3 Jrwok Sir
at Pay,a 730, 'reference; to idhloh la Made a port hereof'. Also Parma Lot _tom, 1
i?'e tha dLvl5•1,on or the Vt;'cy h. �Ialtrer:3 larld as platted. by J. A • Clark, and
beln sun- lands deeded ter L. I. 3ni.th �ay dead of record In B0011 19J, gage
% raol r County R gtstrT .
a1111;i7' 1sC. j: 13eflritltin at a stake Bt hale 0vt "n or s�cisar3 an dit4le, and
._._ _ , yaid ciit r to a stake thence lrestwa.rdlY tra a at,ake;
_a e®st r,rally w h
thence BoUthauardty Vlt-R the road. to the beglratllz1 , containing. 21z- acres, ritse'e
or.. ]•eau. Th_ e:aene teiri�' Tt-a0t , C at& shown upon the plat of the V31'ay ta,
td,klters lttnlds recorded, in plat. Bosse€ .1, raga 79, JjDnoir Co��sttg l�ea�lstry. T1ai5
be,nk tote sate tract a' kar�d a €apt yetl tv fit. �k, AWrI0,91, and ftry L;llfe t�€
drldgv, ht{a wife, jay dotc3 datcd April q, 19.i , and executed hry Uerald T. Creeds
executor of the nftt;ate,or 0. `19y10r, itlg �ba palm 14no 0uwreyud by deed tar
U� Smith sand car record in 3Dokc 149, rage 11t1, in theod`f flc of the ltc91.,9ter
ari licteciz of Lena lr County.
IgAf,T No, 4 • 33elnla, ` meta Null, 14, 1�, 16, 11, Id, Ir �3 tmd 9 as ahown UPon
piexL tar° 9:kc �arsy A. Wot-Larn T�ind rcrovded ttt plat jlODA 1,enexfr
county llnrLavry. �Ljrg tt,ose c;ertaln tma;ct- am P'3rcel.aa aC land lying and
baing in oaaley ilrall 'fOWra;liig, Lenoir C",rfty, N.'nth Carolina., as deac"IbCa3
in Book 6 , at bale 77, in the Office of thrij ltelgister of Weds Ter 1y,'nJlr
County, containing 18 acres Tma e or leas, alnd beinM the earns; uraet< oC lanai
deeded by Thonlail I. UnItO, dr,, Commi.s;aturter 0 Lancir C:O�IMY, Ly deed ur
record it% I• wk IZO, at Pav,�! 242, Lenoir Wunt;y Registry. Pnd referento is here
ss:a&tig Baia *aiel busaira ettd pa rs Tsar a moxa perfeeL dpsse^ipl a e1 of elat land,
1.
J4elne the panne laant$ conveyed by deed war L. L, SnIth and of MtOvd In B-OPIc 11'5,
Prue ]: in klac ( ilee of 6be k 4131ter or e(ta or Lenoir CQ'un"y
The 3bavo ieserlbed tpu,a L3 of lanai were aonveyad to V. 13. SPence by de0d
Jo Led Sept,e3sbov 30, 1941 franc L. L- Saito and w1ro, Oeneva:.5mith, by deed ass
roctord n Book 190, lla e 221, Lenoir county HCt lstry •raferengc LvwraLais �ofd
dtted is lie.ra:by lwdc,
Less and except from the foregoing Parcel 1 that portion thereof identified by the Lenoir
County Tax Department as Parcel 27023.

PARCEL 2:
BHWI71+?•MM ett re trt .l pan thol antra➢l at tho t`otO cmdt rat 4 vrlth thr+ rQ-A
eoutht mrdly to W. T. Al.taltArto oor!n trt UWnoa �•r Ua Zvi%r4Uy vrlth n Aitch to tho Zanrsa
ltmWl therloaa nort1wrly vital €'� €.l tch to tbo lrja,rt dt,teluF tii-ortattra C,O js thq 1,0,„,1 rti,VtL
to the laa';; ?1t9Sri ;r 0,ontr1irri.ng ta, Vvgv€at l,fin l ooss t;li€seta Y10 aPar.!R Rmi lad-,tlal: 0141 f ixat
trout doliovtlBnd ,n lint avrtetifl 1111'd 17001 Arl. Uir Kornaaapry istO vitro tq Ujyder 1.
Eari(a Of (jrxttlrtct)or, Z5, 11 )1.), aml € f rr-aort to 1,o*k tU, Ylta�to 3421- ot'rtnp Aql' flag
�t��t;rAto�r of I7r^ad€r o� T,�+�o�i�• �c�w€�tt, '
Less and except from the foregoing Parcel 2 that portion thereof identified by the Lenoir County Tax
Department as Parcel 27023.
PARCEL 3:
BEGINNING at a point in the southern line of the Institute Road, the point of intersection
of Moseley Swarnp Canal with the southern line of the Institute Road, and runs thence with the
run of Moseley Swap Canal S. 1' 30' E. 1030 feet, more or less, to a stare, and S. 22' 30' D. 680
feet, more or less, to a stake; thence it runs S. 52' 30' W. 402 feet to a stare; thence it nuns S. 47'
W. 647.5 feet to a stake; thence it runs N. 36' W. 1633.7 feet to a stake in the southern line of the
Institute Road.; thence it runs N. 54 E. with the southern line of the Institute Road 1030.5 feet to
a stake; thence it runs N. 59' P. with the Southern line of the Institute Road 850 feet, more or
less, to the point of beginning, being Lots 10, 11, 12, Ida Sutton Jones' farm, Moseley Hall
Township, as shown on that map made by Clodfelter and. Schisler, Engineers, dated October 12,
1934, and recorded in Map book 2, Page 87, And being the same tract of lance conveyed to L. D.
Hardy and wife, Ida M. Hardy, by J. A. Jones and wife, Gertrude Taylor Jones, by deed dated.
November 6, 1943, and recorded in Book 210, Page 24.
Less and except from. Parcels 1, 2, and 3 described above 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 Page 13, Lenoir County Registry, North Carolina.

EXHIBIT "B"
STOCKPORT PROPERTY
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 Page 13, Lenoir
County Registry, North Carolina.

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

LA GRANGE NORTH CAROLINA
CAROLINA POULTRY POWER PLANT RG3
EVAPORATIVE COOLING POND SYSTEM
1
LOCATION AND VICINITY MAP ®�
V J 1 : 8400 1
TRUE NORTH PROJECT NORTH
w
RELEASED FOR CONSTRUCTION
Revision Description
Revision Schedule
SHEETINDEX
Sheet Number
Sheet Name
Current Revision
1961
COVER
1
1962
PLAN, SECTION &SCHEDULES
1
1963
COOLING LOOP PLUMBING PLAN, ELEVATION, ONE -LINE & SCHEDULES
1
1964
FLOAT & CABLE TENSION ASSEMBLY DETAILS
1
1965
CONDENSER LOOP P&ID AND SPECIFICATIONS
1
1966
CONSTRUCTION NOTES
1
"SEAL�/q'
e
28308
■ MLONS
GRAwINI1YaER
PC0 02117123
CAROLINA POULTRY POWER Rg3
T�niPDA 02117123
EVAPORATIVE COOLING POND SYSTEM
�mL° E°aY 02117123
COVER
EOCBY
usT" �.-Tl-N
CPP Rg3 La Orange, NC
i1E TYPE
3 B
MARK
'LATE
CONTRACT No. C4TEGOR' NO
14114-B 8480 1961
SHEET COUNT
6
REV P--REV
1

OVERALL POND
98'-7' 200'0' 98'7'
MAIN HEADER PIPE
10'-0
15'-0' 15'-0' 15'-0' 15'-0' 15'-0' 15'-0' 15'-0' 15'-0' 15'-0' 15'-0' 15'-0' 15'-0' 15'-0' 10.-0. I
1 v
SIM
'TYP
HEADE ELECTRICAL FEED TO MCC I PIER SUPP 2
2
ROOM @ 480/3/60 SUPPLIED DUCTBANK PUMP HOUSE 1964
1
AND INSTALLED BY CPP
g� MCC
TOP OF BERM 1962 -
POND LINER EDGE
177�
14
.10i 14',11;
112,_.13;
,12;13 �12�13� 112`13; 12
�8 ' - 8) �8 i �8) _ 9s
�8
; ss' 8� .
'15
94'
15 94'
9
93'
92,
92'
sr
OF"sr
— s1, 0'
90,
89'
<o
—. .—.—.—. .—.—.—.—.
2
lssa 1
1 1
1 (2�9 4f5 j:6)j
15; _ _
_ _ _ _ _ _ _ _ _ _
`75
2
964
C+,
TENSION CABLE
TENSION CABLE
3 4
1962
4
I
�
Q
o?
o
1 1
1 1 1 1
RECLAIMED POND
WATER
o
a
MAKEUP VALVE
-3
o
z
0
Rid
on do
- POND-
tl tl
Rid
tl tl tl tl RECLAIMED WATER
o I
LINE
4 > o
o �
oo
2
1964 o
',11J
TENSION CABLE N 1i
TENSION CABLE
1.2
_
40'-0'
40'-0' 40'-0' 40'-0'
EVAP NOZZLE EVAP
NOZZLE POND EVAP NOZZLE EVAP NOZZLE
U
Z
of
z,
F,75,
UII
Z
of
z.
15
T
89'
89'
90'
90,
91,
91'
\
92'
93'
92'
93'
\
94'
94'
95'
95'
!fffv
96'
96'
77 - SIM TOP OFBERM
2
SIM
',
V. _ 20'-0"
PROJECT NORTH
NOTE:
LABELING OF VALUES AND PIPING TO
IDENTIFY AND NOTIFY PUBLIC (OR
EMPLOYEES) OF RECLAIMED WATER.
INCLUDING OPERATION BY AUTHORIZED
PERSONNEL SIGNS IN THIS AREA.
fiId141FYL-H
CROSS SECTION POND
1 /8" = 1'-0"
WATER LINE:
SEE PLAN FOR RECLAIMED
POND MAKE-UP WATER
SYSTEM.
1
EVAP FULL CONE SPRAY (120 DEG)
TYP
EVAP FULL CONE SPRAY (120 DEG)
EL SOT POND83.5'
EVAP FULL CONE SPRAY (120 DEG)
EVAPORATION COOLING SYSTEM DESIGN SUMMARY
TOTAL NUMBER OF LATERALS = 6
FLOW RATE PER NOZZLE = 69.4 GPM
PRESSURE AT NOZZLE = 60 PSI
NOZZLE SPRAY ANGLE =120 DEG
NOZZLE CATALOGUE NUMBER = TF64
SPRAY PATTERN = FULL CONE
FREEBOARD = 24"
EVAPORATION COOLING SYSTEM EQUIPMENT SCHEDULE
Mark
D
Oty
Description
Matenall 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/NUTAND (2)
WASHERS
STAINLESS STEEL
McMASTER-CARR
4
60
W4x13x15" LG DRILLED TOP HOLES FOR PIPE CLAMP 1 CABLE
SUPPORT UBOLTS
STAINLESS STEEL
5
30
OVAL SHAPED STAINLESS STEEL CONNECTING LINKS, 1400#
WORKING LOAD LIMIT
STAINLESS STEEL
6
60
4"x112" 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
6
4" GATE VALVE
STAINLESS STEEL
13
6
8"x4" "WELD-O-LET"
STAINLESS STEEL
14
8
(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)
_L
EVAP NOZZLE TYPICAL (TRADEMARK)
-15�
TENSION CABLE
®� 1" PLAN= 1-0" DETAIL FLOAT ASSEMBLY
U '
PROJECT NORTH
3 8 :Q SEALr e J
lssa 12 - 28308
i aFhC Q C�Q
1; z 3 ;.ai i s j r — ---- 92I s
`60 MIL HOPE LINER

POND
ELECTRICAL FEED TO MCC /UJ 22'-0'
ROOM @480/3/60 SUPPLIED EQ PUMP FUN
AND INSTALLED BY CPP I III
PUMP HOUSE PAD I F
FIN EL 98.33' -
MCC #2 PAD
M-0113114
FIN EL 98.33'
I F s
M-0113114�
6x6 COLUMN TYP
POND LINER EDGE
WATERLINE
EQ
2
1963
Q m /m Q
G 8"OOJ�/I
(K) K
f EVAPORATION LATERAL
& FLOATING SYSTEM I
PUMP SUCTION
I
2
POND ss3
®n PLAN PUMP STATION & BRIDGE
U 3/16" = 1'MO
PROJECT NORTH
n FL
OWMETER DETAIL
PUMP STATION EQUIPMENT SCHEDULE
Mark ID
Qty
Description
Material / Grade
Manufacturer / Supplier
A
1
1.25"x1.25" TUBE STEEL OSHA SAFETY RAIL
ASTM A36 / SAFETYYELLOW / OSHA 1910
B
2
FLANGED END BASKET STRAINER
CASTIRON
Mueller Steam Specialty
C
2
6" CHECK VALVE
CASTIRON
D
4
GATE VALVE
CASTIRON
E
1
8" PROLINE PROMAG W400 ELECTROMAGNETIC FLOWMETER
AISi 10mg COATED
ENDRESS + HOUSER (Max. process
pressure PN 40, Class 300, 20K)
F
1
8"x6" RED ELBOW
ASTM CARBON STEEL
G
1
6"x6" TEE
ASTM CARBON STEEL
H
9
90 ELBOW
ASTM CARBON STEEL
J
2
6" DIA POLY -SWING FOOTVALVE & BASKET SCREEN
HIGH DENSITY POLYETHYLENE BODY/
STAINLESS STEEL WORKING PARTS
TERMPRO
K
2
6" 450 BEND
ASTM CARBON STEEL
L
1
UTILITY BOX DUCTBANK
PRECAST CONCRETE
MODEL #233-LA, OLDCASTLE
INSFRASTRUCTURE (A CRH
COMPANY)
M
2
6"YSTRAINER
M-0113114
2
CIRCULATION COOLING WATER PUMPS, 4x6-11 H S, BRONZE
FITTED, 150HP@3600/447TS
BODY CAST IRON / FITTINGS BRONZE.
GOULDS BLUE STANDARD PAINT
ITT GOULDS PUMPS. MODEL#3410-5
FIN GRADE
BASKET SCREEN;
EL BOT POND 89'-
3/8" = 1'-0"
480V,3PH,3W
FED FROM
500KVA
TRANSFORMER MCC
CONNECTED LOAD I\Y/I L
635 FLA
EFFECTIVE LOAD
483 FLA - -- -- -- -------------------------------------------------------------------------------------------------
(4)500MCM/PH (01A)
N
MAIN CB
(LSI)
MCC HORIZONTAL BUS 480V, 3P, 3W, 1200A, 65 KAIC
END
�(03A) �(04A) �(02E) �(02F)
)CB-0113 )CB-0114 )CB-LC4 )CB-SP1
� III
I SIZE 6 T SIZE 6 T I
FEEDER
------------
15KVA J1
480Vab-240/120V
250
250
TRANSFORMER
I-------------------- '
`�1µ111 .110"��•
,.` ,O CAR '
p�ip�/ "s
HP
HP
SPARE ��o4ss
M-0113
CIRCULATING
M-0114
CIRCULATING
UTILITIES
LOAD CENTER,
WATER PUMP #1
WATER PUMP #2
31.25 FLA
— � 28308 � C�
"� '•d Q:
3600 RPM/302 FLA
3600 RPM/302 FLA
4r
"HI ry 1111y»1�

FLOATASSSEMBLY
Ti
WATERLINE
FLOAT
I
FABRICATED HARDWARE-
4X4 TUBE STEEL WITH PIPE CAP.
a
(1) EMBED PLATE 112" THK. x 6" x 6" A-36 WITH (4) 318" CIA. L-RODS 6" LG.
i
HOT DIPPED GALVANIZED FI NI SH.
MOUNTING HARDWARE-
(1) WINCH RIGHT SIDE HANDLE, 1600# MAX. CAPACITY, 114" CIA CABLE, MaMA6TER-CARR PART #3196T24.
(1) 114" CIA CABLE 18-8 STAINLESS STEEL, 1200# CAPACITY, EXTRA LUBRICATED, 100' LG., McMASTER-CARR PART #3461T69.
(3 EACH) GALVANIZED BOLTS, NUTS, WASHERS, 318"-16UNC HEX BOLTS 4" LG., HEX NUTS, FLAT & LOCK WASHER.
(1) OVAL SHAPED STAINLESS STEEL CONNECTING LINKS, 1400# CAPACITY, McM ASTER- CARR PART #894TF26.
(2) CABLE CLAMPS 114" 316 STAINLESS STEEL, McMASTER-CARR PART #3017T44 (2) CLAMPS PER PACK.
1" = 1'-0"
SEE FLOAT DETAILS
EVAPORATION LATERAL
(TYPICAL OF6)
1
a•m �
EL WATER SURFACE+95'
HEADER PIER & SADDLE ASSEMBLY (QTY 1
1 n-- = 1 --n--
4' D W STL BR WDED
WATER LINE
CARO
,z SEALt
28308
��'`•ticINE4G�4
'',I'`f' r41 f 41 i L,Dlll'y,
POND PROFILE
EVAPORATION 8" DIA HEADER
CLAMP/SADDLE 1p�
TO BERM n
FnV LOAT
SURVEY EL +96.39'
PIER FTG
LONGITUDINAL TENSION SYSTEM
EVAPORATION HEADER AND FLEX TENSION HOSE SYSTEM

I
MEDIA: CONDENSATE
PRESSURE: 1 PS1G
FLOW: 81,000#/HR
TEMPERATURE: 159 °F
MEDIA: STEAM (LOW)
PRESSURE:10 PSIG
FLOW: 81,0000I1-IR
TEMPERATURE: 239 °F
HEAT
EXCHANGER
HEAT
EXCHANGER
8"
MEDIA:CIRCULATING WATER
PRESSURE: L15 PSIG
FLOW: 1250I GPM
TEMPERATURE: 8(
1
I
I
MEDIA: CIRCULATING WATER
PRESSURE: 75 PSIG
FLOW: 1250I GPM
1
TEMPERATURE: 205i °F
I '
--`
8" zri4 7n CTRFT. PTPFiC
6" 6" 6"
6" 6"
6" 6"
6"
6"
BS
6"
_
S
PDT
8„
NOTE: This is a standard heat exchanger 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.
2" GATE
VALVE
—X CITY OF LA GRANGE WATER
TREATMENT PLANT
FOOT VALVE WITH BASKET SCREEN
RECLAIMED
WATER
RECLAIMED
POND WATER
MAKEUP
VALVE
pH 1 xl 1111"
�a CA....
�z�4�SEALr v - �
28308

CONCRETE MOTES
1. All reinforced concrete materials shall be proportioned, fabricated, delivered, and placed in accordance with ACI Standard ACI318-14 "Building
Code Requirements for Reinforced Concrete." Including latest supplement.
2. All concrete shall be entrained. Air entrainment shall be 5%+/-1%6
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 I, Portland Cement, and a compressive strength of 4000 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.Cr, 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 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" may be lap
spliced per Table A. Lap splices of continuous reinforcement in beams shall be made aver 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 an 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.
1$.Provide chamfers as detailed on architectural drawings.
19.E=xpansion bats 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.
CAj �", 11
44SEA1-1,
28309IN
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 excavations is drained away from the construction
area.
3. Extend excavation 5' outside the perimeter grade beams.
EXCAVATION & FILL
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.
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 maybe 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.
DESIGN CRITERIA DISTRIBUTION LINES
Please confirm compliance with 15A NCAC 02U .0403 DESIGN CRITERIA FOR DISTRIBUTION LINES 15A NCAC 02U .0403 DESIGN CRITERIA FOR
DISTRIBUTION LINES attached. We propose it would be adequate to add wording to Sheet 9 "Stamped-RG2 Wilson 1961...", the NOTES:
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 everythree
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. � w W ^ n 0 & „� IR

Appendix D
Specifications
Carolina Poultry Power - La Grange April 2023

i d
Products Solutions Services
Proline Promag VAT 400
electromagnetic flowmeter
Versatile standard flowmeter for the water
and wastewater industry
© Benefits:
More information and current pricing:
www.us.endress.com/5W4C
■ Reliable measurement at constant accuracy with 0 x DN inlet run and
no pressure loss
■ Flexible engineering — sensor with fixed or lap -joint process
connections
■ Application fitness — EN ISO 12944 corrosion protection for
underground or underwater installation
■ Improved plant availability — sensor compliant with industry -specific
requirements
■ Safe operation — no need to open the device
■ Time -saving local operation without additional software and hardware
— integrated web server
■ Integrated verification and build-up detection — Heartbeat Technology
Specs at a glance
■ Max. measurement error Volume flow (standard): ±0.5 % o.r. ±
1 mm/s (0.04 in/s) Volume flow (option): ±0.2 % o.r. ± 2 mm/s
(0.08 in/s), Flat Spec
■ Measuring range 0.5 m3/h to 263000 m3/h (2.5gal/min to
1665 Mgal/d)
■ Medium temperature range Liner material hard rubber: 0 to +80
°C (+32 to +176 T) Liner material polyurethane: —20 to +50 °C (-
4 to +122 °F) Liner material PTFE: —20 to +90 °C (-4 to +194 °F)
■ Max. process pressure PN 40, Class 300, 20K
■ Wetted materials Liner material hard rubber: 0 to +80 °C (+32 to
+176 °F) Liner material polyurethane: —20 to +50 °C (-4 to +122
°F) Liner material PTFE: —20 to +90 °C (-4 to +194 °F) Electrodes:
1.4435 (316L); Alloy C22, 2.4602 (UNS N06022); Tantalum
Endress+Hauser

Proline Promag W 400 / 5W4C
Liquids
Field of application: With its international approvals for custody transfer
as well as drinking water, Promag W serves the broadest variety of
applications. It is available as both compact or remote version. Promag W
400 saves time and costs thanks to the broad functionality of its
transmitter optimized for Water & Wastewater. In addition, Heartbeat
Technology ensures measurement reliability and compliant verification.
Features and specifications
Measuring principle
Electromagnetic
Product headline
Versatile standard flowmeter for the water and wastewater industry.
Reliable measurement at constant accuracy with 0 x DN inlet run and no
pressure loss.
Ideal for water measurement, e.g. drinking water, utility water and
industrial/municipal wastewater.
Sensorfeatures
Flexible engineering — sensor with fixed or lap -joint process connections.
Application fitness — EN ISO 12944 corrosion protection for underground
or underwater installation. Improved plant availability — sensor compliant
with industry -specific requirements.
International drinking water approvals. Degree of protection IP68 (Type
6P enclosure). Approved for custody transfer to MI-001/01ML R49.
Transmitter features
Safe operation — no need to open the device due to display with touch
control, background lighting. Time -saving local operation without
additional software and hardware — integrated web server. Integrated
verification — Heartbeat Technology.
Transmitter housing made of durable polycarbonate or aluminium.
WLAN access. Integrated data logger: measured values monitoring.
Nominal diameter range
DN 25 to 3000(1 to 120")
2 Endress+Hauser

Proline Promag W 400 / 5W4C
Liquids
Wetted materials
Liner material hard rubber: 0 to +80 °C (+32 to +176 T)
Liner material polyurethane: —20 to +50 °C (-4 to +122 T)
Liner material PTFE: —20 to +90 °C (-4 to +194 °F)
Electrodes: 1.4435 (316L); Alloy C22, 2.4602 (UNS N06022); Tantalum
Measured variables
Volume flow, conductivity, mass flow
Max. measurement error
Volume flow (standard): ±0.5 % o.r. ± 1 mm/s (0.04 in/s)
Volume flow (option): ±0.2 % o.r. ± 2 mm/s (0.08 in/s), Flat Spec
Measuring range
0.5 m3/h to 263000 m3/h (2.5gal/min to 1665 Mgal/d)
Max. process pressure
PN 40, Class 300, 20K
Medium temperature range
Liner material hard rubber: 0 to +80 °C (+32 to +176 T)
Liner material polyurethane: —20 to +50 °C (-4 to +122 T)
Liner material PTFE: —20 to +90 °C (-4 to +194 °F)
Ambient temperature range
Liner material hard rubber: 0 to +80 °C (+32 to +176 T)
Liner material polyurethane: —20 to +50 °C (-4 to +122 T)
Sensor housing material
DN 25 to 300 (1 to 12"): AISi1OMg, coated
DN 25 to 2000 (1 to 78"): Carbon steel with protective varnish
Sensor connection housing (standard): AISi1OMg, coated
Sensor connection housing (option): Polycarbonate
Transmitter housing material
Polycarbonat; AISi 1OMg, coated
3 Endress+Hauser

Proline Promag W 400 / 5W4C
Liquids
Degree of protection
Compact version: IP66/67, type 4X enclosure
Sensor remote version (standard): IP66/67, type 4X enclosure
Sensor remote version (option): IP68, type 6P enclosure, with protective
varnish
according to EN ISO 12944 C5-M/Iml/lm2/lm3
Transmitter remote version: IP66/67, Type 4X enclosure
Display/Operation
4-line backlit display with touch control (operation from outside)
Configuration via local display, web browser and operating tools possible
Outputs
3 ouputs:
0-20 mA/4-20 mA HART (active)
Pulse/frequency/switch output (passive)
Pulse/frequency output (passive)
Switch output (passive)
Inputs
Status input
Digital communication
HART, PROFIBUS DP, EtherNet/IP, Modbus RS485
Power supply
AC 100...240 V / AC/DC 24 V
Hazardous area approvals
cCSAus
Metrological approvals and certificates
Calibration performed on accredited calibration facilities (acc. to ISOAEC
17025), NAMUR
Custody transfer according to MI-001 or OIML R49 (optional class I in
combination with ODN inlet run)
Pressure approvals and certificates
CRN
4 Endress+Hauser

Proline Promag W 400 / 5W4C
Liquids
Material certificates
3.1 material
Hygienic approvals and certificates
Drinking water approval: ACS, KTW/W270, NSF 61, WRAS BS 6920
More information www.us.endress.com/5W4C
Endress+Hauser USA add resses.endress.com E n d ress +Hauser
United States [e-mail]

Applicator Sizing - Condensed (Flow)
Project
Project
C.Project No.
Customer:
TAG
Timestamp
Review number
Sales order number
Contact person
eMail:
Phone
Fax
Wellman
------------
John Sandmann
-----------------------------
10.02.2023 10:07 AM
-----------------------------
General Parameters
Fluid
Water, potable
State
--------------------
Liquid
Character
--------------------
Clean
Abrasiveness
--------------------
Not abrasive
Fluid type
--------------------
Newtonian
Atmospheric Pressure
--------------------
14.696 psi —a
--------------------
Standard
ASME (ANSI)
Flowmeter
Flowmeter
Promag W 400 Generation: 3 /
Model: 0
Flow Principle
------------------------------------------------------------
Electromagnetic
------------------------------------------------------------
Extended Order Code
5W4C2H " ****""HA1S"A
Meter Size
------------------------------------------------------------
8"
Material (sensor) "
------------------------------------------------------------
Hard -Rubber -Liner (0...+80°C)
------------------------------------------------------------
Process connection"
Cl 150 ASME, 316L/1.4404 ASME 1316.5 flange
------------------------------------------------------------
Operating range min.
22.01 22.01 22.01 USGPM
Operating range max.
4843.15 4843.15 4843.15 USGPM
"The user is responsible for the selection of process -wetted materials
in view of their corrosion resistance. Endress+Hauser makes no
guarantees and assumes no liability for the corrosion resistance of the
materials selected here for the application described above.
"""For error calculation, the specified reference conditions for the
calibration of the flowmeter according to ISO/IEC 17025 apply. Further
information in technical documentation.
Print date: 10.02.2023 10:07 AM
Applicator®: 11.16.02 / 26.08.05
Operating Conditions
minimum
nominal
maximum
Requested Flow
800
1200
1 350
USGPM
399 865
599 797
674 772
Ib/h
Pressu-re
--------------------------
3.5
----------------------------------
3.5
3.5
-----------------
psi—g
-----------------
Temperature
68
68
68
°F
Density
0.9982
0.9982
0.9982
SG
Viscosity
1.0016
1.0016
1.0016
cP
Vapor Pressure
---------------------------
0.3393
----------------------------------
0.3393
0.3393
-----------------
psi—a
-----------------
Design pressure
3.5
3.5
psi—g
(min/max)
Design temp. (min/
68
68
°F
max)
Sizing and Calculated Results
minimum
nominal
maximum
Requested Flow
800
1 200
1 350
USGPM
Velocity
5.066
7.6
8.55
ft/s
Pressure loss
n.a
n.a
n.a.
psi
Measurement error
0.56
0.54
0.54
%
volume flow"""
Reynolds No.
313 953
470 929
529 795
Warning(s)
Notice(s)
Message(s)
-1/2-
Under no circumstances is Endress+Hauser liable for errors, neither in the Software and in its documentation, nor for any errors
and consequential damage which may arise out of their use. The results in Applicator apply to parameters entered by the user. A Endress + Hauser
change in these parameters could lead to different results. Mandatory data can be found in the corresponding Operating Instruction People for Process Automation
(BA) and Technical Information (TI).

Applicator Sizing - Flow
Project: Wellman
Customer:
Contact person: --- Phone: ---
eMail: ---
Timestamp:
10.02.2023 10:07 AM
Sales order number:
Fluid properties
sheet
Fluid
Fluid name
Water, potable
Chemical formula
H2O
Fluid description
Medium character
Clean
Conductivity
more than 50 pS/cm
Fluid group (PED)
Not considered for PED
Fluid type
Newtonian
Fluid stability
Stable
Tc (Critical temperature)
705.5 °F
Pc (Critical pressure)
3 208.24 psi
Calculated results
Density nom.
0.9982 SG
Viscosity nom.
1.0016 cP
Sound velocity nom.
4 867 ft/s
Spec. Enthalpy
0
Vapor pressure nom.
0.3393 psi_a
Reference values:
Normal conditions (SI):
Atmospheric pressure
14.696 psi_a
C.Project No
Fax:
Review number:
State
Calculation standard
Tm (Melting point)
Tb (Boiling point)
Pressure nom.
Temperature nom
7
0
Liquid
IAPWS
32.07 °F
212.1 °F
3.5 psi_g
68 °F
Standard conditions (US):
Atmospheric pressure 14.696 psi_a
Print date: 10.02.2023 10:07 AM - 2 / 2 -
Applicator®: 11.16.02 / 26.08.05
Under no circumstances is Endress+Hauser liable for errors, neither in the Software and in its documentation, nor for any errors
and consequential damage which may arise out of their use. The results in Applicator apply to parameters entered by the user. A Endress + Hauser
change in these parameters could lead to different results. Mandatory data can be found in the corresponding Operating Instruction People for Process Automation
(BA) and Technical Information (TI).

POLY -SWING FOOT VALVE
COMPACT
L
FLAPPER CLOSED BY SPRING ACTION
L° o Pro
Main Dimensions ANSI 150 lb Flange Pattern
NOMINAL
DIAMETER
LENGHT
WEIGHT
V (Pulg.)
D (in)
L (in)
LB
3"
14.56
13.77
21
4"
14.56
15.35
22
6"
18.50
18.50
41
8"
20A7
21.25
56
10"
24.80
25.19
88
12"
24.80
27.16
95
14"
25.19
32.67
115
An outstanding feature of the TERMOPRO PolyCheck Valve is the unique method of applying spring action to the closure of
the flapper. In the 6-8-10-12" valves the closing mechanism utilizes a knuckle action with two springs acting at the joint of
the knuckle. When the flapper is closed, although the spring action is at a minimum, mechanical advantage of the knuckle
joint multiplies the spring pressure many times, holding the flapper against the seat with much greater force than if the
springs were acting directly on the flapper itself. In the 3" and 4" valves we have developed a new knuckle joint that has a
single spring that improves performance.
[PRINCIPALES CARACTERISTICAS DE LA VQLVULA
COMPACT. The check valve goes inside the strainer, this way the foot valve is shorter allowing it to work in shallow water.
STURDY CONSTRUCTION. Reliable one piece corrosion proof High Density Polyethylene body and all working parts in
stainless steel. Valves are conservatively rated at 150 psi.
MINIMUM RESISTANCE TO THE FLOW. The inherent characteristics of a knuckle joint result in a minimum force being
applied against the flapper when it is in the wide open position. When the flapper is open, even though springs are
extended to their maximum, the actual force on the flapper is at minimum, assuring a minimum restriction to the flow.
NO NOISY HAMMERING. Hammering is caused by the sudden stoppage of the reversal flow. To operate silently, without
noisy hammering, a check valve must close quickly the moment the reversal flow starts, or when flow is zero. The
TERMOPRO PolyCheck Valve, because of the spring tension on the flapper, actually closes an instant before the reverse flow
commences, thus eliminating any hammering.
VERY LOW OPENING PRESSURE. Flapper requires less than 5psi to open.
OPERATES IN ANY POSITION. Regardless of the position in which it is installed — horizontal, vertical or angular- the
TERMOPRO PolyCheck Valve operates normally and effectively.
EASY TO INSPECT AND MAINTAIN. The TERMOPRO PolyCheck Valve can be readily removed for inspection. All internal
working parts are easily accessible and replaceable without the use of special tools. Simplicity of design assures long,
trouble -free service.
The strainer has al least 8 times bigger filter area than th suction area making it ideal for dirty water.

SOLMAX
Technical data sheet
HDPE 7000 Series, 60 mil
Black, Smooth
PROPERTY
TEST METHOD
FREQUENCY(l)
UNIT
1102198
Imperial
SPECIFICATIONS
Thickness (Nominal ±10%) (11)
ASTM D5199
Every roll
mils
60
Resin Density
ASTM D1505
Certified
g/cc
> 0.932
Melt Index-190/2.16 (max.)
ASTM D1238
Certified
g/10 min
1.0
Sheet Density
ASTM D792
1/Batch
g/cc
>_ 0.940
Carbon Black Content
ASTM D4218
Every 2 rolls
%
2.0 - 3.0
Carbon Black Dispersion
ASTM D5596
Every 10 rolls
Category
Cat. 1 & Cat. 2
OIT - standard (avg.)
ASTM D3895
Per formulation
min
100
Tensile Properties (min. avg) (2)
ASTM D6693
Every 5 rolls
Strength at Yield
ppi
126
Elongation at Yield
%
12
Strength at Break
ppi
228
Elongation at Break
%
700
Tear Resistance (min. avg.)
ASTM D1004
Every 10 rolls
Ibf
38
Puncture Resistance (min. avg.)
ASTM D4833
Every 10 rolls
Ibf
108
Dimensional Stability
ASTM D1204
Certified
%
± 2
Stress Crack Resistance (SP-NCTL)
ASTM D5397
1/Batch
hr
500
Oven Aging - % retained after 90 days
ASTM D5721
Per formulation
HP OIT (min. avg.)
ASTM D5885
%
80
UV Res. - % retained after 1600 hr
ASTM D7238
Per formulation
HP-OIT (min. avg.)
ASTM D5885
%
50
SUPPLY SPECIFICATIONS(Roll dimensions
Roll Dimension - Width
-
ft
22.5
Roll Dimension - Length
-
ft
630
Area (Surface/Roll)
-
ft2
14175
NOTES
1. Testing frequency based on standard roll dimensions and one batch is approximately 180,000 Ibs (or one railcar).
2. Machine Direction (MD) and Cross Machine Direction (XMD orTD) average values should be on the basis of 5 specimens each direction.
11. The minimum average thickness is ± 10% of the nominal value.
* All values are nominal test results, except when specified as minimum or maximum.
* The information contained herein is provided for reference purposes only and is not intended as a warranty of guarantee. Final determination of
suitability for use contemplated is the sole responsibility of the user. SOLMAX assumes no liability in connection with the use of this information.
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or
specifications, or with the application or use of Solmax's goods to any particular system, project, purpose, installation or specification.
Page 1 of 1 SOLMAX.COM
Revision date: 02-Mar-2016

GOU LDS
PUMPS
- - An ITT Brand
Wellons Power Group
Client: Carolina Poultry Power
Proposal No: WELLONS22-12-17DC-F82
Item No: Cooling Water Pumps (Base Offer)
Inquiry No: 12-6 EMAIL
MODEL: 3410 S SIZE: 4x6-11 H/5V QTY: 2
Operating Conditions
SERVICE
Cooling Water Pumps
LIQUID
Reservoir pond collection cooling water, Rated Temp. 70.0
deg F, SP.GR 1.000, Viscosity 1.000 cp, Rated/Max. suction
pressure 0.0 / 0.0 psi g
CAPACITY Rated
1,350.0 gpm
HEAD
300.0 (ft)
AMBIENT TEMP
Min//Max Temp. 104.0/104.0 deg F
Performance at
3570 RPM per H 1 14.6 1 B basis power
PUBLISHED EFFY
80.5% (CDs)
RATED EFFY
80.0% with contract seal
RATED POWER
127.5 hp (incl. Mech. seal drag 0.88). (Run out 152.1 hp)
NPSHR
20.7 ft (available NPSH is 27.0 ft)
DISCH PRESSURE (R)
130.0 psi g (151.1 psi g @ Shut off) based on 0.0 psi g rated
suction pressure
PERF. CURVE
3863-2 (Rotation CW viewed from coupling end)
SHUT OFF HEAD
349.0 ft
MIN. FLOW
Continuous Stable: 335.5 gpm Hydraulic: 335.5 gpm
Thermal: N/A
Materials
CONSTRUCTION
CASING
CASING WEAR RING
IMPELLER
CASING GASKETS
SHAFT MATERIAL
SHAFT TYPE
SHAFT SLEEVE
LUBRICATION
GLAND
BEARINGS
COUPLING
COUPLING GUARD
BASEPLATE
DON COPPOCK
Sr. Application Engineer
ITT GOULDS PUMPS
Phone : [phone]
Mobile: [phone]
December 19, 2022
PRICES in USD
Pump Unit
Driver
Subtotal 2 Units
Boxing
Testing
Freight
Total 2 Units
Bronze fitted
Cast iron (max.casing pressure @ rated temp. 175.0 psi g)
Bronze
Bronze - Enclosed (8.7500 in rated, max=10.3750 in, min=8.5000 in)
Non asbestos
420SS
Straight bore
None
Regreasable bearings
316SS Flush vent and drain with carbon restricting bushing
SKF 6207 (Inboard) / SKF 3306 A/C3 (Outboard)
Rexnord - Omega Rex Elastomer- E-40 (standard orange element)-S.F. 1.00
Carbon steel
Cast iron D02698A
w� ITT Page 1

Proposal No: WELLONS22-12-17DC-F82 Item No: Cooling Water Pumps (Base Offer) MODEL: 3410 S 4x6-11 H/5V
Sealing Method
MECHANICAL SEAL Goulds SealPlus SP1CS (Carbon vs Silicon Carbide) - (Cartridge - Single)
Flanges
250# thickness on discharge (125# drilling)
Frame Features
Labyrinth oil seals - Inpro VBX
Single extended shaft
Assembly and Testing
Casing - Standard hydro test
Impeller balanced to ISO G6.3
Non witness performance test per Hydraulic Institute - (HI-PERF)
Miscellaneous
Additional 300 series stainless nameplate (specify stamping) #ENTER VALUE#_:
Painting
Goulds Blue standard painting
Optional Features:
Instrumentation
Bearing Temperature Detection - B.B. with anti -friction bearings, duplex
pair thrust bearings - QTY (3) RTD's-Non Hazardous add 3,528
All above optional adders are per unit in (USD)
Noise Level Data
Predicted sound pressures level pump only in Decibels (db) Re 0.0002 microbars measured 3ft horizontally and 5ft from the
floor based on rated impeller diameter and rated conditions.
Noise Level 31.5 63 125 250 500 1 k 2k 4k 8k A
Pump 1 0.01 40.2 52.5 61.3 66.71 66.91 70.21 65.9 56.5 74.1
Driver: Electric motor Manufacturer: Pump Mfg's Choice
FURNISHED BY
Pump Mfg
MOUNTED BY
Pump Mfg
RATING
200.0 hp (149.1 KW)
ENCLOSURE
IEEE841 Severe Duty Premium Efficient
PHASE/FREQ/VOLTS
3/60 Hz/460
SPEED
3600 RPM
INSULATION/SF
F/1.15
FRAME
447TS
Driver Features
NEMA MG1 PART 31
Shaft grounding ring
Suitable for Variable frequency drive (VFD)
Boxing
Export
Freight Terms
The quoted freight terms are pre -paid and add. The market price for freight will be added to the invoice. Freight carrier
invoices are not available and will not be provided if requested. An ITT generated freight invoice can be provided upon
request.
^� ITT Page 2

Model: 3410 Size: 4x6-11 H Group: S 60Hz RPM: 3570 Stages: 1
Job/Inq.No.: 12-6 EMAIL
Purchaser : Wellons Power Group
End User:
Carolina Poultry Power Issued by: Don Coppock
Item/Equip.No.:
Cooling Water Pumps (Base Offer) Quotation No.: WELLONS22-12-17DC-F82
Date : 12/19/2022
Service :
Cooling Water Pumps
Order No.:
Certified By :
Rev.: 0
Operating Conditions
Pump Performance
Liquid:
�au�9 irpond collection Published Efficiency: 80.5 % Suction Specific Speed: 8,941 gpm(US) ft
Temp.:
70.0 deg F Rated Pump Efficiency: 80.0 % Min. Hydraulic Flow:
335.5 gpm
S.G.Nisc.:
1.000/1.000 cp Rated Total Power: 127.5 hp Min. Thermal Flow:
N/A
Flow:
1,350.0 gpm Non -Overloading Power: 152.1 hp
TDH:
300.0 ft Imp. Dia. First 1 Stg(s): 8.7500 in
NPSHa:
27.0 ft NPSHr: 20.7 ft
Solid size:
Shut off Head: 349.0 ft
% Susp. Solids
Vapor Press: Max. Solids Size:
0.6300 in
(by wtg):
Notes: 1. Power and efficiency losses are not reflected on the curve below.
2. Curve shown is at ambient temperature conditions.
ft
56C
52C
48C
44C
40C
36(
32(
28(
24(
20(
16(
12(
law
ON
U
No
OEM
■�ii��i�r►,�:!���Ya��;�■■NONE
Ro�ft���l�i►1►�i-i■■OMEN
A
M-
44101
h TO
a
EMEW
i�11��
S,MENEM
■■■■■■■0►10
@MENEM■
ME
ME
No
MWEEMENS
0
MM
�EMM
No
MEN
No
MEN
0 400 800 1200 1600 2000 14UU Zt$UU Luu gprn
0 100 200 300 400 500 660 700 m3/h
m
180
160
-140
-120
-100
- 80
- 60
- 40
ITT

rnGOULDS
uPUMPS
OUTLINE DRAWING
Model 3410 S
Size 4x6-11 H
27.63
73.75
2
Min. headroom required to remove upper half casing
12.38 10.50
13.25 ry
r �
6.0♦0 6..00
y r__ r _ 11 L
1.88+1
10.50
10.50
24.00 -
SUCT.FLANGE SIZE 6" DRILLING ANSI 125 #
FACING FF FINISH SMOOTH
DISCH.FLANGE SIZE 4" DRILLING ANS1125 #
FACING FF FINISH SMOOTH
PUMP ROTATION LOOKING AT PUMP FROM MOTOR
CW
TYPE OF LUBRICATION REGREASABLE BEARINGS
COOLED NO
TYPE OF STUFFING BOX STANDARD
COOLED NO
TYPE OF SEALING MECHANICAL SEAL
�'f- fi. x.• Crinni nn tin»
MOTOR BY
PUMPMFG
MOUNT BY PUMPMFG MFG, PUMP MFG'SCHOICE OREQUAL
FRAME
447TS
POWER 200.0 hp RPM 3600
PHASE
3
FREQUENCY 60HZ VOLTS 460
INSULATION
F
S.F. 1.15
ENCLOSURE
IEEE841 SEVERE DUTY PREMIUMEFFICIENT
COUPLING BY PUMPMFG CPLG TYPE REXNORD OMEGA REXEMSTOMER- A40(STANDARD ORANGE
CPL GUARD BY PUMP MFG CPLG GUARD MATL CARBON STEEL
BASEPLATE CAST IRON D02698A
MECH.SEAL GOULDS SEALPLUS SPICS CARBONVSSILICONCARBIDE
Typical Anchor Bolt Installation
T-
3.50
Grout.Clearance L
1.50max.0.75min.�
R r typical
pump IOM ' Y
for typical grouting
and anchoring
details
All dimensions are in inches.
Drawing is not to scale
Weights (lbs) are approximate
FORM # ED0188 N/A I Program Version 1.76.0.0
Weiaht.c and Measurements
PUMP 410.0 lb
_
MOTOR
2,260.0 lb
BASEPLATE
490.0 lb
TOTAL
3,160.0 Ib
GR.VOLUME w/BOX
100.1 ft 3
GR.WEIGHT w/BOX
3,661.0 lb
Notes and References
MTR DIMENSIONS ARE APPROXIMATE
INSTALL FOUNDATION BOLTS IN PIPE SLEEVES
ALLOW FROM 0.75 to 1.50in. FOR
GROUTING. SEE INSTRUCTION BOOK FOR DETAILS
Foundation bolt grip thickness
IFOR PUMP TAPPED OPENINGS REFER TO DWG.:
TWELLONS22-12-17DC-F821 Cooling Water Pumps
DRAWING IS FOR REFERENCE ONLY.
NOT CERTIFIED FOR CONSTRUCTION UNLESS SIGNED.
Customer: Wellons Power Group
Serial No:
Customer P.O. No:
Item No: Cooling Water Pumps (Base Offer)
Project No: RG3 — LeGrange, N.C. Proj #13-14114
End User: Carolina Poultry Power Copyright 2022
Service: Cooling Water Pumps ITT Carp
DRAWING NO WELLONS22-12-17DC-F82/Cooling Water

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

DESIGN PARAMETERS: Mass and Energy Balance
PROJECT: Evaporation Cooling Pond System RG2
LaGrange, North Carolina
BY: Qualia Data Solutions
DESIGN SUMMARY
Variabl Unit Value
Ref/Comment
WLL-1000
Circulating Water: Flow In
gpm
1,250
WILL
Circulating Water: Flow Out
gpm
1,250
WLL-1002
Circulating Water: Flow In
gpd
1,800,000
WLL-1003
Circulating Water: Flow Out
gpd
1,800,000
215,827
WLL-1004
Net Inffluent from condenser
gpd
0
WLL-1005
Influent from Source #2
gpd
0
0
WLL-1006
Influent from Source #3
gpd
0
WLL-1007
Influent from Stormwater
gpd
0
WLL-1008
Net from rain into pond average
gpd
1,316
WLL-1009
Precipation - Lake Evaporation
in/yr
9.6
WLL-1010
Free Board
ft
2
WLL-1011
Slope: linear-length/height
ratio
2.5
WLL-1012
Total Net Influent Volume
gpd
1,801,316
WLL-1013
Hydraulic retention time
day
1.87
WLL-1014
Length of pond
ft
400
WLL-1015
Width of pong
Ift
200
WLL-1016
Depth of pond
ft
7
WLL-1017
ENERGY BALANCE
WLL-1018
Temperature of flow in
° F
205
WLL-1019
Temperature of flow out
° F
80
WLL-1020
Temperature drop, delta T
deltaT
125
WLL-1021
Cooling load
Btu/day
1,876,500,000
78,187,500
WLL-1022
Evaporative cooling loss
gpd
231,006
1,926,591
WLL-1023
I Evaporative cooling loss
gpm
160
231,006
WLL-1024
I Latent heat of evaporation @ 205 F
Btu/lb
974
CARD
,C
2 ¢�SEAL�/fir
2830B
'��.f 1111115ti�� ,

DESIGN PARAMETERS: Mass and Energy Balance
PROJECT: Evaporation Cooling Pond System RG2
LaGrange, North Carolina
BY: Qualia Data Solutions
Variable
Unit
Value
Ref/Comment
Wellons WATER CHARACTERISTICS
in
WLL-1100
Circulating Water: Flow In
gpm
1,250
WLL-1101
Circulating Water: Flow In
gpd
1,800,000
WLL-1102
Circulating Water: Flow In
MGD
1.800
WLL-1103
Precipitation, net
gpm
0.914
WLL-1104
j Precipitation, net
gpd
1,316
WLL-1105
Source #3 effluent, >100 °F
gpm
0
WLL-1106
Source #3 effluent, >100 °F
gpd
0
WLL-1107
Source #3 effluent, >100 °F
MGD
0.000
WLL-1108
Source #4 supply, 203 °F
gpm
0
WLL-1109
Source #4 supply, 203 °F
gpd
0
WLL-1110
Source #4 supply, 203 °F
MGD
0.000
WLL-1111
Total Wellons Effluent
gpm
1,251
WLL-1112
Total Wellons Effluent
gpd
1,801,316
WLL-1113
ITotal Wellons Effluent
MGD
1.801
WLL-1114
Total dissolved solids, TS
mg/L
1,200
considered clean
WLL-1115
Total suspended solids, TSS
mg/L
20
WLL-1116
Biological Oxygen Demand, BODS
mg/L
< 5
WLL-1117
Total dissolved solids, TS
mg/L
1,500
WLL-1118
Total suspended solids, TSS
mg/L
300
WLL-1119
Biological Oxygen Demand, BODS
mg/L
< 5
WLL-1120
Total Kjadahl nitrogen, TKN
mg/L
< 5
WLL-1121
Total ammonical nitrogen, NH3-N
mg/L
<5
WLL-1122
Temperature of flow in
° F
205
WLL-1123
Temperature of flow out
° F
80
Xb
28308
''4
F�f''�hG1N

DESIGN PARAMETERS: Source #2 Effluent Mass and Energy Balance
PROJECT: Evaporation Cooling Pond System RG2
LaGrange, North Carolina
BY: Qualia Data Solutions
Variable
Unit
Value
Ref/Comment
Source #2 FOODS PROCESS FLOWS
IWLL-1200doMpaximum
flow rate
gpm
0
120erating
Hours
hr/wk
168
WLL-1202
Hours per day
hr/day
24
WLL-1203
Total Source #2 Effluent, average flow
gpm
0
WLL-1204
Total Source #2 Effluent
gpd
0
WLL-1205
Total Solids, TS
mg/L
2,000
WLL-1206
Total suspended solids
mg/L
800
WLL-1207
Biological oxygen demand, BODS
mg/L
20
WLL-1208
ITotal Kjadahl nitrogen
mg/L
65
WLL-1209
Temperature of effluent
° F
75
WLL-1210
WLL-1211
Pumping Option 1: Daily flow in 8 hours
0
8
WLL-1212
Pumping Option 2: Daily flow in 6 hours
0
6
WLL-1213
Pumping Option 3: Daily flow in 4 hours
01
4
o-`'•� C C A R
r'G
oQ-.o�Ess�o�
.zQ SEALp
-
��
2830B

Rainfall, Snow, lake evaporation, 10-yr 1-hr
DESIGN PARAMETERS: rain intensity
PROJECT: Evaporation Cooling Pond System RG2
LaGrange, North Carolina
BY: Qualia Data Solutions
Variable
Unit
Value
Ref/Comment
LaGrange Projected Precipitation
WLL-1300
January
in
3.43
WLL-1301
February
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
September
in
3.23
WLL-1309
October
in
3.39
WLL-1310
November
in
3.15
WLL-1311
IDecember
in
1 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
in
2.60
design pond rain
water
WLL-1317
ITemperature of rainwater
° F
70
2�a SEALWIr
-
28308

DESIGN PARAMETERS: Stormwater Mass and Energy Balance
PROJECT: Evaporation Cooling Pond System RG2
LaGrange, North Carolina
BY: Qualia Data Solutions
Variable
Unit
Value
Ref/Comment
torm water metrics
WLL-1400
10-year, 1-hr rain intensity
in
2.60
WLL-1401
Annual precipitation
in
41.63
WLL-1402
Stormwater collection surface area
sqft
0
WLL-1403
Pond Surface area
sqft
86,149
WLL-1404
Average daily stormwater inflow
gpd
0
WLL-1405
Average daily stormwater inflow
gpm
0
WLL-1406
Total Solids, TS
mg/L
2,500
WLL-1407
Total suspended solids
mg/L
1,300
WLL-1408
Biological oxygen demand, BODS
mg/L
<5
WLL-1409
ITotal Kjadahl nitrogen
mg/L
<5
WLL-1410
ITemperature of stormwater
° F
1 70
CA
-
zaaoa Co "
'••1f1111111ti�t

DESIGN PARAMETERS: Volume and Level Computations
PROJECT: Evaporation Cooling Pond System RG2
LaGrange, North Carolina
BY: Qualia Data Solutions
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
24.01
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
9.01
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
166.0
0.0
57,436
.............3.001
01
0
r .apo 2 34$ N ]Lp �Irrrr
'•�rni nun'`���

Appendix F
Drawings Package
Carolina Poultry Power - La Grange April 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