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WQ0044259_More Information Received_20230807
Initial Review Reviewer nathaniel.thornburg Is this submittal an application? (Excluding additional information.) * Yes No If not an application what is the submittal type?* Annual Report Residual Annual Report Additional Information Other Permit Number (IR) * W00044259 Applicant/Permittee Carolina Poultry Power RG2, LLC Email Notifications Does this need review by the hydrogeologist? * Yes No Regional Office CO Reviewer Admin Reviewer Submittal Form Project Contact Information Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence. Name* Garry Kinson Email Address* Garry@eastenergyllc.com Project Information 11 ......................... Application/Document Type* New (Fee Required) Modification - Major (Fee Required) Renewal with Major Modification (Fee Required) Annual Report Additional Information Other Phone Number* 9059412868 Modification - Minor Renewal GW-59, NDMR, NDMLR, NDAR-1, N DAR-2 Residual Annual Report Change of Ownership We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form. https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report Permit Type:* Wastewater Irrigation High -Rate Infiltration Other Wastewater Reclaimed Water Closed -Loop Recycle Residuals Single -Family Residence Wastewater Other Irrigation Permit Number:* WQ0044259 Has Current Existing permit number Applicant/Permittee Address* 3730 North Main Street Farmville NC 27828 Facility Name* Carolina Poultry Power- Wilson CUS Please provide comments/notes on your current submittal below. Reference Application # WQ0044259 Dear Mr. Erick Saunders, Please find enclosed the revised and additional information required in response to your letter dated June 19th, 2023. Sincerely, Garry Kinson Project Manager Carolina Poultry Power At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg at nathaniel.thornburg@ncdenr.gov. Please attach all information required or requested for this submittal to be reviewed here. (Application Form, Engineering Plans, Specifications, Calculations, Etc.) CPP Response to State August 2023 FINAL --signed 92.63MB RAD.pdf Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger than upload limit. * By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts of the application in correct order (as specified by the application). Mail payment to: NCDEQ — Division of Water Resources Attn: Non -Discharge Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Signature Submission Date 8/7/2023 Carolina Poultry Power August 4, 2023 Erick Saunders, Engineer NCDEQ, Division of Water Resources 1617 Mail Service Center Raleigh, NC 27699-16217 Subject: Application No. WQ0044259 Carolina Poultry Power RG2 - Wilson Dear Mr. Saunders: The outline below follows the item sequence in your Additional Information Request letter dated Tune 19, 2023. Section A Cover Letter/Introduction (Application Section 1) 1 Figure 1 of the Introduction shows a yellow pin on the evaporation pond. Figure 2 shows a blue outline around the evaporation pond. The Lat/Longs provided on Form RWCU 06-16 Section VII are the four corners of the pond. The Lat/Long listed in our letter is not the proposed CPP evaporation pond. 2 The pond will not have the ability to receive city water. The section of the application that states no city water is used is correct and the reference in the introduction to the ability to receive city water is incorrect. 3 Hot water from the power plant will be carried through piping and discharged through the spray nozzles. The evaporation process will cool the water that is stored in the pond to an estimated 80' F. Heat transfer occurs during the spraying process, and the liner will not come in contact with high temperature water directly from the power plant. The introduction is revised to state, "The Evaporation Pond utilizes an existing 3,400,000 gal. gunite (concrete) storage basin fully lined with polyethylene (HDPE) fabric within an existing reclaimed water generation and distribution facility at the Wilson WMF." Mr. Erick Saunders August 4, 2023 4 Per schematic drawing 5080 Rev. 3, which has been added to "Appendix C Engineering Plans", there are in addition to the Evaporation System a total of four (4) processes being considered for the distribution, three of which would supply thermal energy to the Wilson WMF and one (1) of which would supply thermal energy to Alliance One's facility located at 2400 Stantonsburg Rd SE, Wilson, NC 27893. It should be noted that three of the four proposed hot water circuits that branch away from the thermal loop provide heat via individual heat exchangers which ensure no reclaim water used by CPP gets discharged to any point other than the evaporation pond. The reclaim water on these three systems is controlled by the CPP Wilson O&M team via manual valves and is entirely returned to the CHP Facility thermal loop process. The fourth potential water use would go back to Wilson WMF from where the reclaim water was sourced and where all incoming material will be handled in compliance with their existing NPDES permit. The Wilson WMF has process control to allow or disallow this return of reclaim water into their system. The "Hot Water Use Narrative for CCP Reclaim Application - 20230801", which has been added to "Appendix F Drawings Package" describes in more detail for each of the three Wilson WMF thermal users how the circulation will be used. The Alliance One Side Stream is a future waste heat recovery system that will supplement heating coils in primary dryers within Alliance One's agricultural product facility by utilizing waste heat from the adjacent biomass combined heat and power ("CHP") facility thermal loop process. Prior to accepting any hot water from CPP, the City of Wilson will contact the NPDES permitting programs and update permits accordingly. 5 There is no point of discharge of the reclaim water - the reclaim water is controlled by the CPP Wilson O&M team via manual valves and is entirely returned to the CHP Facility thermal loop process or going back to Wilson WMF from where the reclaim water was sourced and where all incoming material will be handled in compliance with their existing NPDES permit. The use of hot water from CPP will be controlled by the City of Wilson and will not interfere with the temperature of their discharge water. 6 The system was designed to minimize drift under typical wind flow speed below 25 mph which is the typical design operating conditions. Cooling sprays are ejected at 60 psi vertical into the air at release points that are at least 80 feet away from the edge of the pond incline slope. 7 See item #4 above. Mr. Erick Saunders August 4, 2023 Section D Application Form RWCU 06-16 (Application Section 2.1) 1 Item II.4 of "Application Form RWCU 06-16" has been corrected. Estimated amount of reclaimed water to be used is 223,676 gallons per day will be lost via Evaporation Losses. 1,753,920 gallons per day will be circulated through the evaporation pond via the CPP thermal loop process. Appendix E clarifies these numbers. Also, refer to the water balance schematic # 1030 Rev 2 in "Appendix C Engineering Plans" for usage quantities of reclaim water. 2 CPP confirms that no potable water from the city will be used to supplement reclaimed water. 3 Regarding the evaporation pond impoundment, there are no outlet structures or other piping associated with the City of Wilson's reclaimed water system Permit No. WQ0018709 or the NPDES Permit No. NC0023906 serving this pond other than the underdrain system and that is just to keep ground water from pushing the pond liner up if it is empty. The underdrain system does not contact any water in the pond and does not provide any outlet for water in the pond. 4 Item V.4 of "Application Form RWCU 06-16" has been revised to show correct earthen impound dimensions. 5 All plans have been updated signed and sealed. Section E Property Ownership Documentation (Application Section 2.2) 1 The lease, which has now been notarized, has been added to "Appendix B Property Ownership Documentation". 2 Executed and recorded Memorandum of Lease has been added to "Appendix B Property Ownership Documentation". 3 To meet the requirements of 02U .0201(e)(4), the survey map, 21-014 - Recorded Survey for Stockport Limited Partnership - PB 43 has been added to "Appendix F Drawings Packa e". Mr. Erick Saunders August 4, 2023 Section F Engineering Plans (Application Section 2.5) 1 The piping plans # 1962 through # 1974 Rev.1 as well as the schematic drawing # 5080 Rev. 3 show the proposed thermal loop, including joints, valves, and other appurtenances, and have been added to "Appendix C Engineering Plans'. The piping plan 1964 Rev. 2 shows the configuration of the piping network, including where the system ties into the City's existing reclaimed water line on the north side of the pond. This plan has been added to "Appendix C Engineering Plans". 2 In accordance with Item E of the Reclaimed Water Systems - Conjunctive Utilization Instruction form, a profile view of cooling basin (plan #'s 1971 Rev. 2 through 1974 Rev 2) have been added to "Appendix C Engineering Plans". 3 Section callouts have been clarified and revised (plan #'s 1963 Rev. 2 through 1969 Rev 2) and have been added to "Appendix C Engineering Plans". 4 The engineering plans #'s 1963 Rev. 2 and 1964 Rev. 2 have been revised in order to clarify which reclaimed water piping within the limits of construction are part of the existing facility piping at the City of Wilson treatment plant, and these plans have been added to "Appendix C En oneerin Plans". 5 Regarding the spray irrigation utilization site "CU-6" permitted under WQ0018709, irrigation infrastructure on the parcel owned by the Stockport Limited Partnership has been removed and cut and capped in place by CPP's contractor. Additional information may be found in the email status report dated August 3, 2023 which is added to "Appendix F Drawin s Packa e". 6 The plan # 1963 Rev. 2 has been revised to remove the piping left of the evaporation cooling pond (labeled '8" �) € Water') which was shown in error. This plan has been added to "Appendix C Engineering Plans". 7 The plan 1968 Rev. 2 has been revised to state that the pump station equipment Mark ID M-0113/14 circulation cooling pumps and all reclaimed water piping and appurtenances shall be colored purple (Pantone 522 or equivalent) and has been added to "Appendix C Engineering Plans". Please note that circulation cooling pumps were manufactured having "Blue Standard Paint", but will be colored on site in accordance with 15A NCAC 02U .0403(c)(1), Mr. Erick Saunders August 4, 2023 Section G Specifications (Application Section 2.6) 1 Appendix D has been updated as a complete set of product specifications and has been sealed by a NC PE. There will be no interruptions in the City of Wilson facility due to construction activities at CPP. The construction schedule can be provided to NCDEQ as needed. 2 The "Design Criteria Distribution Lines' section of the construction notes on plan # 1968 was placed in error and has been removed in the updated plan # 1968 Rev. 2 and has been added to "Appendix C En jneerin Plans". Section H Engineering Calculations (Application Section 2.7) 1-a The "DESIGN PARAMETERS: Mass and Energy Balance table has been revised (dated 8/1/2023) to clarify the column Ref/Comment quantitative values and the table has been added to "Appendix E En&eering Calculations". 1-b The original submittal of the "DESIGN PARAMETERS: Mass and Energy Balance table had placeholder values for the reclaim water date. The document has been revised to show City of Wilson reclaim water data. This revised document dated 8/1/2023 has been added to "Appendix E En neering Calculations". 1-c Prior reference to "Foods Process Flows" was an error and is removed. The document has been revised to show City of Wilson reclaim water data. This revised document dated 8/1/2023 has been added to "Appendix E Engineering Calculations". 2 The "DESIGN PARAMETERS: Mass and Energy Balance table has been revised (dated 8/1/2023) to confirm that the evaporation pond is designed to contain the accumulation of water from a 25-year, 24-hour storm event. The document has been revised to show City of Wilson reclaim water data. This revised document dated 8/1/2023 has been added to "Appendix E En&eering Calculations". Section I Site Map (Application Section 2.8) 1 The final and recorded survey map, 21-014 - Recorded Survey for Stockport Limited Partnership - PB 43 has "Appendix B Property Ownership Documentation." The engineering plan (Dwg. # 1963 Rev. 2) shows the pond thermal loop and is sized 8.5 x 11. It has been added to "Appendix C En ineerin Plans". Section J Operation & Maintenance Plan 1 Operation and Maintenance Plan Rev 0 for the proposed reclaimed water conjunctive utilization evaporation pond meeting the requirements of 15A NCAC 02U .0801 has been added to "Appendix G Operation and Maintenance Plan". Mr. Erick Saunders August 4, 2023 Section K Additional Documentation 1 No chemicals will be added into the reclaim water thermal loop. Should you have any questions regarding this submittal please contact me at 252-800-1969 (rich@eastenergyllc.com) or Kim Melvin of Project Integration, Inc. at 864-414-3059. Sincerely, Rich Deming, Principal Carolina Poultry Power, RG2 LLC Carolina Poultry Power 490 Application for Conjunctive Utilization -Reclaimed Water Permit Carolina Poultry Power RG2, LLC Wilson, North Carolina Updated August 2023 Original March 2023 Project Integration, Inc. 116 Hidden Hill Road Spartanburg, South Carolina 29301 cNVect llnfeqtation, 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 Figure 3 SiteLocation Map..................................................................................................... 2 Pond Thermal Loop Diagram................................................................................. 3 PondImage............................................................................................................... 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 Appendix G O&M Manual Carolina Poultnl Power - Wilson 1 August 2023 Update Section 1 Introduction Carolina Poultry Power (CPP) is building a power plant adjacent to the City of Wilson Waste Water Treatment Plant in Wilson, North Carolina. CPP has initiated a project to utilize an existing evaporation pond on the WWTP property to be used as a heat sink for the boiler cooling water system. The evaporation pond will receive reclaimed water from the WWTP and will have the ability to receive city water if additional water is needed to maintain adequate water levels in the pond. 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, • Wilson WWTP analytical sampling data, • Property ownership documents • Engineering plans and specifications, • Site maps including design drawings, • Reclaim water labeling • State application form ONDWWS 06-16, and • Application fee 1.2 Facility Location and Contact Site address: Carolina Poultry Power RG2, LLC 3150 Stantonsburg Road SE Wilson, NC 27893 The mailing address and contact information for the CPP facility is as follows: Rich Deming, Principal Carolina Poultry Power RG2, LLC 3730 N. Main Street Farmville, NC 27828 Phone (252) 800-1969 Carolina Poultry Power - Wilson 1 August 2023 Update 1.3 Pond Design Overview The CPP Wilson cogeneration facility ("CPP2") is located in an industrial zone in Wilson, North Carolina and is adjacent to the Wilson Water Management Facility ("WMF"). CPP2 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 utilizes an existing 3,400,000 gal. gunite (concrete) storage basin fully lined with polyethylene (HDPE) fabric within an existing reclaimed water generation and distribution facility at the Wilson WMF. The reclaimed water effluent is distributed to various landscape irrigation, and industrial processes in the area, under an existing Reclaimed Water Permit'. 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 may also be directed to WMF pre-treatment processes and returned to the evaporation pond to be reused in the cycle. 1 Reclaimed Water Generation, Bulk Distribution, Distribution Line, And Conjunctive Utilization System Permit No. WQ0018709 dated October 18, 2019 from North Carolina Environmental Management Commission Department Of Environmental Quality Raleigh Carolina Poultry Power - Wilson 2 August 2023 Update .]p 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 - Wilson 3 August 2023 Update 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 City of Wilson 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 - Wilson August 2023 Update Appendix A Application Forms RWPI 06-16 and RWCU 06-16 Carolina Poultry Power - Wilson August 2023 Update 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 RG2, LLC Mailing address: 3730 North Main Street City: Farmville State: NC Zip: 27828- Telephone number: (252) 253-3300 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 Rich Deming CEO (signing authority name — PLEASE PRINT) (title) attest that this application for Carolina Poultry Power RG2 (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 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. 3/21 /2023 Signature: Date: 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 RG2, LLC Mailing address: 3730 North Main Street City: Farmville State: NC Zip: 27828- Telephone number: (252) 253-3300 Email Address: rich&eastenergvvllc.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: (864) 414-3059 Email Address: kmelvin&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 User facility physical address: 3150 Stantonsburg Road SE City: Wilson State: NC Zip: 27893- County: Wilson 2. Facility status: Proposed 3. What is the proposed beneficial use(s) of the reclaimed water in accordance with 15A NCAC 02U .0101(a)? (Check all that apply) ❑ Irrigation (non food crop) ❑ Irrigation (food chain crops) ❑ Industrial process water make up ❑ Cooling towers ❑ Chiller/Boiler makeup ❑ Urinal/Toilet flushing (non-residential) ❑ Fire protection (non-residential) ® Other (specify): Utility boiler cooling water 4. Estimated amount of reclaimed water to be used: 223,676 gallons per day 5. Does the reclaimed water source facility already have a permit for generation of reclaimed water? ® Yes or ❑ No ✓ If Yes, list permit number: W00018709 ✓ 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 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 50 200 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 a Non -Discharge Wastewater System Waiver (FORM: NDWSW) been included with this application package? El 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 employees that reclaimed water is not intended for drinking in accordance with 15A NCAC 02U .0403(h) Identification of piping, valves, and outlets as reclaimed water (i.e., color coding purple, labeling, taping, etc.) in accordance with 15A NCAC 02U .0403 c a Method of securing valves and outlets the permits operation by authorizedpersonnel only in accordance with 15A NCAC 02U .0403 d Hose bibs locked for use by authorized personnel only in accordance with 15A NCAC 02U .0403 e 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? 80,000 ft2 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? Yes, E]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: 94 ft ® Other I ❑ Unlined Liner hydraulic conductivity: gunite <<IXIOE-6 cm/s Freeboard elevation: 92 ft Hazard class: Not Applicable Toe of slope elevation: 94 ft Designed freeboard: 2 ft Impoundment bottom elevation: 85 ft Total volume: 621,560 ft 3 4,649,892 allons Mean seasonal high water table depth: 91 ft Effective volume: 457,270 ft3 31420,835 gallons Embankment slope: 2.5 : 1 Effective storage time: 1.9 days Top of dam water surface area: 86,100 ft2 Plan Sheet Reference: Appendix E Freeboard elevation water surface area: 78,240 ft2 Specification Section: Appendix E Bottom of impoundment surface area: 52,998 ft2 FORM: RWCU 06-16 Page 3 of 7 FORM: RWCU 06-16 Page 4 of 7 VI. DESIGN INFORMATION FOR CONJUNCTIVE USE IRRIGATION SYSTEMS 1. Will reclaimed water be used for irrigation? ❑ Yes or ® No ✓ If no, then skip this Section. 2. The irrigation system is: ❑ existing ❑ proposed 3. The irrigation system is: Select 4. Does the irrigation area contain any subsurface drainage structures? ❑ Yes or ❑ No ✓ If yes, where does the drainage system discharge? 5. Provide the equipment information below for spray and/or drip systems: Spray Utilization Design Element Plan Sheet Number Specification Page Number Wetted area of nozzles 78,240 11:2 App E 6 Nozzle capacity 1250 gpm App C 7 Nozzle manufacturer / model BETE / 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 ft-1 gallons Dosing volume ft-1 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 g 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 , „ 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/W ater%2OQuality/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. n Classification n 001 35°41'07" -77°53'48" Evap Pond Hominy Swamp 4b 002 35°41'10" -77°53'49" Evap Pond Hominy Swamp 4b 003 35°41'10" -77°53'48" Evap Pond Hominy Swamp 4b 004 35°41'07" -77°53'47" Evap Pond Hominy Swamp 4b O „ O 1 II O 1 II O 1 II O 1 II O 1 II o ,11 0 , „ a. Level of accuracy? Select Method of measurement? Select Datum? Select b. Instructions for determining the waterbody stream index number and its associated classification can be found at the following web address: https://ncdenr. s3.amazonaws.com/s3fs-public/Water%2OQualiiy/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 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 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. North Carolina Professional Engineer's seal, signature, and date: \\�O,MICAR ////i ass/- Of SEAL r: 025853 = Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T .0106): I, Rich Deming _.._._. CEO (signing authority name PLEASE PRINT) (title) attest that this application for _ Carolina Poultry Power, RG2 (facility name) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105. Note: In accordance with NC General Statutes 143-215.6A and 143-215.68, 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. 8/4/2023 Signature: Date: FORM: RWCU 06-16 Page 8 of 7 Appendix B Property Ownership Documentation Carolina Poultry Power - Wilson August 2023 Update Page 1 of 1 R 0 a U) m tj- Ca 0 m a. LO w m If Qyv 00 v i8'52" W O'(TOT.) JDED V TRACT 1 / (1 C\1 . ��m^tL dCO ' <V-t40-0 y�j�WpJ 0 -CO 0) jr COW CO MATCH LINE "A" U 5C SEE SHEET 2 OF 2 n_ -'-- 21.65' `-8.19' 4.40' 20.34' 72.92' ; i i S 56'31'09" W 7 78.38' LEGEND i i S 82047'38" W 77.39' R/W = RIGHT-OF-WAY i EIP = EXISTING IRON PIPE 9' ��- N 66°25'34.69' EPKN = EXISTING PK NAIL 34. SIP = SET IRON PIPE N 65°28'54" W C/L = CENTERLINE 49.45' CLF = CHAIN LINK FENCE EX = EXISTING CONC = CONCRETE CH = CHORD R = RADIUS L = LENGTH SF = SQUARE FEET MW = MONITORING WELL SPKN = SET PK NAIL I HEREBY CERTIFY THAT I (WE) AM (ARE) THE OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I (WE) DO ADAPT THIS PLAN OF SUBDIVISION WITH MY (OUR) FREE CONSENT, ESTABLISH MINIMUM BUILDING LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS AND OTHER SITES TO PUBLIC OR PRIVATE USE AS NOTED. I (WE) FURTHER UNDERSTAND THAT SUCH PUBLIC DEDICATION INCLUDES ANY OTHER PUBLIC USE AUTHORIZED BY THE CITY CHARTER OR ANY GENERAL, LOCAL, OR SPECIAL LAW PERTAINING TO THE CITY OF WILSON WHEN SUCH USE IS APPROVED BY THE CITY COUNCIL IN THE PUBLIC INTEREST. FURTHER, I (WE) CERTIFY THAT THE LAND AS SHOWN HEREON IS WITHIN THE PLATTING JURISDICTION OF THE CITY OF WILSON, NORTH CAROLINA. OWNER GATE I CERTIFY THAT I (WE) AM (ARE) THE OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT i (WE) DO DEDICATE UNTO THE CITY OF WILSON, WILSON COUNTY, NORTH CAROLINA, ITS SUCCESSORS AND ASSIGNS THE RIGHT, PRIVILEGE, AND EASEMENT TO ENTER UPON THE PROPERTY SHOWN AND DESCRIBED HEREON, AND FROM TIME TO TIME, TO ERECT, REPAIR, REMOVE AND RECONSTRUCT UPON, ALONG, ACROSS, OVER AND UNDER SAID PROPERTY, A LINE OR LINES FOR THE DISTRIBUTION OF ELECTRICAL POWER, TELEPHONE, AND SIGNAL LINES INCLUDING WITHOUT LIMITATION, ALL NECESSARY AND CONVENIENT WIRES, CABLES, TRANSFORMERS, GROUND CONNECTIONS, SERVICE LINES, UNDERGROUND CONDUIT AND CABLE, SUPPORT PADS, SECONDARY PEDESTALS, AND ANY OTHER ITEMS DEEMED NECESSARY TOT HE CONSTRUCTION, OPERATION, AND MAINTENANCE OF THE UNDERGROUND POWER SYSTEM TOGETHER WITH ALL RIGHTS AND PRIVILEGES NECESSARY OR CONVENIENT FOR THE FULL ENJOYMENT OR USE OF SAID LINES INCLUDING, WITHOUT LIMITATION OF THE RIGHT TO TRIM, CUT, AND KEEP CLEAR ALL TREES, LIMBS, BUSHES, FLORA, FAUNA AND UNDERGROWTH WITHIN FIVE FEET OF ANY TRANSFORMER, AND ALONG AND ON THE PROPERTY SHOWN HEREON THAT MAY, IN ANY WAY, ENDANGER THE PROPER OPERATION OF THE SAME, OR ABSTRACT THE MAINTENANCE OR REPAIR OF UNDERGROUND LINES LOCATED ON THIS EASEMENT I OWNER DATE 'P=v ffSEAL = -�� L-3082 �Z= J 0 F. '�iy-V N;111 S S nRa��"�``P CERTIFICATION I, MICHAEL W. BALDWIN, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (MAP RECORDED IN PLAT BOOK 40, PAGE(S) 242 & 243; THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK PAGE—; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,0 THIS PLAT WAS PREPARED IN A DANCE ITH G.S. 47-30 AS AMENDED. NESS MY IGINAL SIGNATURE, LICENSE UMBER SEAL THI DAY OF N BER E , PLS L-3082 REVIEW OFFICER STATE OF NORTH CAROLINA COUNTY OF WILSON 1- REVIEW OFFICER OF WILSUN COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. DATE RE W OFFI R CITY OF WILSON PB 40, PGs 242 & 243 TRACT 1 N 52°47'54" E 1,175.00'(TOT.) 1,110.16' ),jIMOTHY EARL RHODE \ DB 2698, PG 75 / PARCEL; 5 PORTION OF TRACT 1 AREA = 10.840 ACRES GL�EPKN C/L PK NAIL LOCATED AT THE CENTERLINE INTERSECTION OF THE NORFOLK-SOUTHERN I RAILROAD TRACKS AND THE CITY OF WILSON 30' RIGHT—OF—WAY EASEMENT I I� zi,Y NF m \ o�� W V�Ls��b �� �SFR/ ! 7"'9 to RR7SgN�MTOp S8 �iT>s>.P R@gS�Co?@Op@gNUFFFR in W @UF'tR NUS Cl) w M N W W cn 60, NSF O t9i R Rrlr o cySRRrA 0- u 4o prOF qRi RRUSFR/ o woo �2�2 3yC<FFR V� J So'FR p R R/p RiLFRegsNB�?e 8,14p, FF \ U \ SO. �c FR SFRr� So M. (A 1,338,E � o SRp tiSioRrA,q � b}} �ro�r \ GS 4 % 40 60 Cv J SIP \TIMOTHY EARL RHODES DB 2698, PG 75 4,. \ PARCEL 1 '' x \ I N 80°32'49" E— \ 112.99'(TIE) �I 1. THE SURVEYED PORTION OF THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. REFERENCE WILSON COUNTY FIRM(S) 3720372000K & 3720373000K, BOTH DATED APRIL 16, 2013. 2. REFERENCE: PLAT BOOK 40, PAGE(S) 242 & 243 OF THE WILSON COUNTY REGISTER OF DEEDS. 3. ALL AREAS CALCULATED BY COORDINATE GEOMETRY. 4. THIS IS A SURVEY OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT -ORDERED SURVEY, OR OTHER EXEMPTION OR EXCEPTION TO THE DEFINITION OF SUBDIVISION. 5. THERE ARE IMPROVEMENTS LOCATED ON THIS PROPERTY. HOWEVER, THEIR LOCATION AND TYPE ARE NOT SHOWN ON THIS SURVEY IF THEY WERE LOCATED OUTSIDE OF THE 10.840 ACRES BOUNDARY. Doc ID: 006954200001 Type: CRP !Recorded: 09/09/2022 at 01:16:00 PM Fee Amt: $21.00 Page 1 of 1 Wilson, NC Lisa J. Stith Register of Deeds BK43 PG271 100, 50, 0 100, 200' 300' GRAPHIC SCALE: 1" = 100' R F U g m SITE VICINITY MAP ALLIANCE ONE NORTH AMERICA, LLC DB 2779, PG 539 i _ WOODSLINE _ EIP p R ti>WOO.SL1NE ��0 SS$tj S�co6 N80,942Fsrq'� c+) Z EIP WOODED, �'C�NF 2�9°F 3 TRACT 4 402 PB 40, PGs 0OS</ / 242 & 243 / NFS80. WOODED / / O 3� O of EIP / �v TIMOTHY EARL RHODES EIP . S 07058'30" E K DB 2698, PG 75 / 60.02% PARCEL 4 / ���4_� 1% v �C oe QO�, O `C, 2 QOQ L �' AO CO SHEET 1 OF 2 MINOR EXEMPT PLAT A PORTION OF PARCEL #3720861 SURVEY FOR STOCKPORT LIMITED PARTNERSHIP REFERENCE: BEING A PORTION OF TRACT 1 AS DESCRIBED IN PLAT BOOK 40, PAGE(s) 242 & 243 OF THE WILSON COUNTY REGISTER OF DEEDS CITY OF WILSON, WILSON COUNTY, NORTH CAROLINA OWNER: CITY OF WILSON ADDRESS: P.O. BOX 10 . WILSON, NC 27894-0010 PHONE: 252-399-2302 CLOSURE CHECK BOUNDARY CHECKED: MWB I DATE: 11/21/2021 IN Baldwin Design 3 Consultants, PA ENGINEERING - SURVEYING - PLANNING 1700-D EAST ARLINGTON BOULEVARD GREENVILLE, NC 27858 252.756.1 SURVEYED: CBM DRAWN: JGG CHECKED: MWB DATE: 11 /21 /.e SCALE: 1" = Page 1 of 1 0 n o_ to m LL 06 C CD n LO tn on 0 of O U W 0: W O A(>4°032? POND -k �. _ MAINTENANCE mT m EASEMENT -X .. CITY OF WILSON o% 108,437 S.F. 0- PB 40, PGs 242 & 243 �' �o.�a� m co TRACT 1 /mo 0co / co / N 15°59'50" W 20.01' N 74°03'38" CITY OF WILSON PB 40, PGs 242 & 243/ TRACT 1 o� O`er 02V� QCO -ilk / e � N 73043'03" E 20.00' (?Z) o 1 ¢ 0r co,� ¢¢O.0 J'ZZ UU Q' 'N 73°51'21" E\ co CITY OF WILSON 29'11' PB 40, PGs 242 & 243 TRACT 1 CLARIFIER #5 Co' N O y �.' M S 73 51 21 W Fk 20.68' S 80°29'26" E v �6°1839„ qCC p ¢�v`� �� Mod yM �o� 29.16' 17.62 (CH) / U S F 446 FSS ROp U N ^�' ¢� �� F JT R=31.26' '�� �S°18, p, FgSFM SFO r� Zy L=17.86' ` 38" FNT„ S' rn <v �o S 74°13'19" W • � �V 8 � 9.80' rn n a S3 j„ POND CS TopoFe \ (SFF� 66SF„ � M� ,� ccFFgsU �O 0 _� •F / \off c(IVLS 74°03'21" W \F@ h PUMP INTAKE 14.33 EASEMENT 20.00' 4 31,415 S.F. �� 42j, 0 9), F 73.80' S >4 ° iS 442,z \ �2442)„ F ' S, X 88 ss\ S 15°15-33 E 1 OSE01gS k \ 167.60'(TOT.) PLOP PGN� „G` w000sC/NF k WOODED .N o0�s�\N�$A60� P��1 / 15��0 CITY OF WILSON PB 40, PGs 242 & 243 TRACT 1 N S OQOSG��gS S 74°44'20.66' P �Ps� glzb WOODED PRO" FgSF q�ca 7S, 8 FSS"eS 3 N,> 24j\ a DETAIL OF BEARINGS & DISTANCES ALONG PROPOSED 15' ACCESS EASEMENT "C" SCALE: 1" = 100' �124-1 . L25 c �2 WOODED L22-"' PG � �1 9M�gsF. L21 vti CITY OF WILSON PB 40, PGs 242 & 243 v f N TRACT 1 _ v Cc \N Ex. DITCH WOODED co .�n T x 39,' L29 S1S° SS6� vim^ L30 1839„tti !?,3 S(TOT) sS823-� qC pROp cFFgSUr��20F , �. it RI gR�SE RAVER >¢ 9 9MS FT cC k gp, NEUSE RIVER FROM ��P of BANK 50' RIPARIAN BUFFER OF BANK J WOODED MmEX DITCH CITY OF WILSON � L36 PB 40, PGs 242 & 243 `��<3 ; TRACT 1 .8L3g CITY OF WILSON PB 40, PGs 242 & 243 TRACT 1 . .I . \ l oFwATFRiNG e lT \ l / / Uk�/NG N 73°35'30" E o QmJ l `ARkNGygCT N UFO / �1`...►--- \ N 16010'55" W m N o _ 20.00, 13°3S3 J l 0 °N S 'o F r�2� , 110 l / 4cc" SS po's I 74 909 S F�,zy \ F�qS q< ¢Oar�m � f1 �^�CITY OF WILSON PB 40, PGs 242 & 243 `OM �/ TRACT 1 O Co N 2 'N 1,F CITY OF WILSON PB 40, PGs 242 & 243 TRACT 1 Io ( 413 l `` 47 EX. GRAVEL DRIVE �z 2 1 �s�� - h ____ "�' RIPARIAN RIVER a C 0 ^cb 50 ARIAN BUFFER !,g �h FROM TOP OF BANK LP car EX. ASPHALT DRIVE NE ti AO USE V O <(P r <t :� J RI S 26001 17 W FROM BOF A t 2 2 ^ 0a c40/. so M rOP OF R __-- 0 7.85' NK co'� J o"'J. ¢�UU�.4 , 2°48'02" W <I a ? T j'F 41' m . in WOODED J,� BEARINGS & DISTANCES ALONG PROPOSED 20' ACCESS & UTILITY EASEMENT "B" LINE TABLE COURSE BEARING DISTANCE L1 S 81'28'48" W 74.37' L2 N 23'5.1'34" W 107.52' L3 N 26'33'34" W 42.48' L4 N 34'48'57" W 40.28' L5 N 41'27'55" W 38.38' L6 N 44 48'20" W 44.94' L7 N 5T48'12" W 15.71' L8 N 64'57'53" W 39.34' L9 N 81'30'08" W 38.16' L10 S 75'52'29" W 39.09' L11 S 66'24'56" W 35.57' L12 S 6708'53" W 36.20' L13 S 77*45'12" W 28.88' L14 N 78!25'17" W 45.78' LINE TABLE COURSE BEARING DISTANCE L15 N 35'49'05" W 12.88' L16 N 34'25'41 " W 49.38' L17 N 30'24'01" W 46.91' L18 N 22'21'01" W 51.39' L19 N 11'51'21" W 49.63' L20 N 01'37' 17" W 47.58' L21 N 04' 16'09" E 24.70' L22 N 13'15'23" E 12.12' L23 N 2248'02" E 14.53' L24 N 22'48'02" E 11.41' L25 N 26601'17" E 7.85' L26 N 75'18'39" E 26.38' L27 S 26'01'17" W 24.49' L28 S 22'48'02" W 23.70' LINE TABLE COURSE BEARING DISTANCE L29 S 13'15'23" W 8.88' L30 S 04' 16'09" W 22.10' L31 S 01'37' 17" E 44.76' L32 S 11*51'21" E 46.00' L33 S 22'21'01" E 48.14' L34 S 3924'01 " E 44.79' L35 S 34'25'41" E 48.43' L36 S 35'49'05" E 4.84' L37 S 78*25'17" E 33.76' L38 N 7T45' 12" E 22.80' L39 N 6T08'53" E 34.21' L40 N 66'24'56" E 37.09' L41 N 75'52'29" E 44.74' L42 S 81'30'08" E 45.06' LINE TABLE COURSE BEARING DISTANCE L43 S 64'57'53" E 44.38' L44 S 5748" 2" E 19.24' L45 S 44'48'20" E 46.92' L46 S 41'27'55" E 40.12' L47 S 34'48'57" E 42.88' L48 S 26'33'34" E 44.40' L49 S 23'51'34" E 92.74' L50 N 81'28'48" E 55.42' Z�Jcc JN_�m Q z ~ �� o wit ad Z CO- Q SIP MATCH LINE "A" N 18°58'52' W 21.65' SEE SHEET 1 OF 2 110.00'(TOT.) r 8.19, N 4.40' WOODED �S.I M` 20.34' r IIIIIII IIIIII III IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII Ilill till IIII Doc ID: 006954210001 Type: CRP Recorded: 09/09/2022 at 01:16:20 PM Fee Amt: $21.00 Page 1 of 1 Wilson, NC Lisa J. Stith Register of Deeds BK43 PG272 X 14, KO >:• RNV = RIGHT-OF-WAY EIP = EXISTING IRON PIPE EPKN = EXISTING PK NAIL SIP = SET IRON PIPE C/L = CENTERLINE CLF = CHAIN LINK FENCE EX = EXISTING CONC = CONCRETE CH = CHORD R = RADIUS L = LENGTH SF = SQUARE FEET MW = MONITORING WELL SPKN = SET PK NAIL 100, 50, 0 100, 200' 300, GRAPHIC SCALE: 1" = 100' SHEET 2 OF 2 MINOR EXEMPT PLAT A PORTION OF PARCEL #37208617( SURVEY FOR STOCKPORT LIMITED PARTNERSHIP REFERENCE: BEING A PORTION OF TRACT 1 AS DESCRIBED IN PLAT BOOK 40, PAGE(s) 242 & 243 OF THE WILSON COUNTY REGISTER OF DEEDS CITY OF WILSON, WILSON COUNTY, NORTH CAROLINA OWNER: CITY OF WILSON ADDRESS: P.O. BOX 10 WILSON, NC 27894-0010 PHONE: 252-399-2302 Baldwin Design CCE3 Consultants, PA ENGINEERING - SURVEYING - PLANNING 1700-D EAST ARLINGTON BOULEVARD GREENVILLE, NC 27858 252.756.1 SURVEYED: CBM DRAWN: JGG CHECKED: MWB APPROVED: MVO DATE: 11121 /20 SCALE: 1" = 1 FIRST AMENDMENT TO LEASE 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 RG2, LLC ("Tenant"). WITNESSETH: WHEREAS, Landlord, as landlord, and Tenant, as tenant, entered into that certain Lease Agreement, dated June 24, 2021, 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: I . 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- I to this First Amendment. The parties hereby acknowledge and agree that the depiction of the "Lease Land" and "Access / Utility" included as Exhibit A-2 to the Lease is hereby replaced with the descriptions of the "Lease Land" and "Access / Utility" attached as Exhibit A-2 to this First Amendment. The parties agree that the depictions of "License Area" and "Reserved Rights" included in Exhibit A-2 to the Lease are correct and accurate, and the parties hereby ratify the same. 3. Termination Rights. The parties acknowledge and agree the City of Wilson has a repurchase option benefitting the City of Wilson contained in the deed whereby the City of Wilson conveyed fee title to the Property to Landlord, and in the event the City of Wilson closes on the purchase of the Property in accordance with such repurchase option, the Lease shall concurrently terminate and shall no longer be of force or effect. 4. Ratification; Counterparts. Except as specifically and expressly amended in accordance with this First Amendment, the Lease shall remain in full force and effect and is hereby ratified by the parties. This First Amendment may be executed in two counterparts, each of which will be deemed an original copy of the First Amendment and both of which, when taken together, will be deemed to constitute one and the same instrument. -Signatures are on the following page.- Stockport & RG2 first Amendment to Lease Agreement — Signature Page This First Amendment is executed by the parties as of the Effective Date. Landlord: STOCKPORT LIMITED PARTNERSHIP by its general partner. EfW GP LLC By.. Name: Richard Deming Title: Manager Tenant: G\ROI.INY� POULTRY POWER RG2, LLC By: Name: Richard Deming Title: Chief Executive Officer STATE OF n C COUNTY OF I certify that the following person personally appeared before me this day, acknowledging to me that he signed the foregoing document for the purpose(s) stated therein, in the capacity indicated therein: Richard Deming Manager of EfW GP LLC, General Partner of Stockport Limited Partnership. Date: �� ,3� C�-b (;7'14-d�e4L41-4 )4� Signa u e of Notary Public ?b`�6A otary's printed or typed name My commission expires: � k - 30 - 2--U 2,� (Official Seal)���������I RD S Q�.•S.on'E'X''F�� . � ti Q O °vembe�oo��. J Notary seal or stamp must appear within this box. STATE OF 0 0(-4L, C&(-D � COUNTY OF T} I certify that the following person personally appeared before me this day, acknowledging to me that he signed the foregoing document for the purpose(s) stated therein, in the capacity indicated therein: Richard Deming, Chief Executive Officer of Carolina Poultry Power RG2, LLC. Date: - 31 Z o a'.3 3'ignati& of Notary Public Qt H Aid S �� Notary's printed or typed name My commission expires: (j- 3 0- a 0::IAa (Official,&g4J ,,,,,," I.AR r� �p1ARY G "s PUB�� Q old, Rem^be<�� �=a, Notary seal or stamp must appear within this box. Exhibit A [see Lease attached] LEASE AGREEMENT THIS LEASE AGREEMENT (this "Lease") is made and entered into this 24th day of June, 2021 (the "Effective Date"), by and between Stockport Limited Partnership ("Lessor"), a North Carolina limited partnership, and Carolina Poultry Power RG2, 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." WHEREAS, Max Power Associates, LLC, as buyer, entered into a purchase and development agreement with the City of Wilson, as seller, dated May 25, 2021 (the "Purchase Agreement") with respect to, among other things, the purchase and sale of the Property (as hereinafter defined). AND WHERAS, Max Power Associates, LLC assigned its rights and obligations under the Purchase Agreement to the Lessor via an assignment agreement between the parties dated June 24, 2021. 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 "RG2 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: 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 Confidential 1 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 City of Wilson wastewater treatment plant, where 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 all of Lessor's rights to cross the railroad in the location depicted as "License Area" on Exhibit A-2; (iii) the 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 (iv) the 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 (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. Notwithstanding any terms to the contrary contained in this Lease, Lessor, for itself and its lessees, invitees, agents, employees, contractors, and assignees, reserves the right to use the portion of the Premises depicted as "Reserved Rights" on Exhibit A-2 for vehicular and pedestrian access (including the right to pave and maintain a driveway), and for utility installations, use, maintenance, and replacements. 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 RG2 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. 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 RG2 Project (the "Term"). For the purposes of this Agreement the term "Commercial Operation Date" shall mean the day on which the Confidential 2 RG2 Project, following its satisfactory start-up, testing and commissioning as approved by RG2, 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. A. Lessee, in consideration of the covenants made by Lessor, covenants and agrees to pay to Lessor rent for the Premises during the Term 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 (5th) 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 st 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. Confidential 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. 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. S. 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 1 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 Confidential 4 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 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. Confidential 5 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 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 Confidential 6 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. 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, including, but not limited to, any Claims associated with the railroad crossing depicted as License Area on Exhibit A-2. 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, Confidential 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 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 Confidential 8 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 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 Confidential 9 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. 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 Confidential 10 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), (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 Confidential 11 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 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 Confidential 12 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 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: bob@eastenergyrenewables.com If to Lessee: Carolina Poultry Power RG2, LLC 3697 North Main Street, Farmville, NC, 27828 Email: rich@eastenergyrenewables.com G. Cautions. 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. Confidential 13 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. 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 RG2 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 Confidential 14 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. 23. CROSSING AGREEMENT. The parties acknowledge and agree that Lessor is a party to that certain Private Grade Crossing License Agreement with Carolina Coastal Railway, Inc., a copy of which is attached hereto as Exhibit C and incorporated herein by reference. Lessee covenants that all costs and obligations of Lessor under the Crossing Agreement shall be borne by and the responsibility of Lessee. [Signature Page Follows] Confidential 15 Stockport & R62 Lease Agreement — Signature Page TO INDICATE THEIR AGREEMENT, the Parties have executed this Lease by their respective signatures below: LESSOR: STOCKPORT LI1MITED PARTNERSHIP, by its general partner, Et1V GP LLC By: Name: Boh Nahiddi Title: Officer L.f;SSLE: CAROLINA POULTRY POWER 1 G2, L[,C By: Name: Richard Deming Title: Managing Partner Confidential 16 STATE OF AtA �� (Aa D�' /1 k' COUNTY OF I certify that the following person personally appeared before me this day, acknowledging to me that he signed the foregoing document for the purpose(s) stated therein, in the capacity indicated therein: Bob Nahiddi, Officer of EfW GP LLC, General Partner of Stockport Limited Partnership. Date: % - 3 Signat.jr of Notary Public a'zA6-,4?611 Qr Notary's printed or typed name My commission expires: 11 - 3 O — `�-u (Official Seal) 1,,,,,F,, D caPJa,v ?��PRG �E = \ N �• � '''yovembe��'�IR Go Notary seal or stamp must appear within this box. STATE OF IV O �4k a(-6 I�n `- COUNTY OF I certify that the following person personally appeared before me this day, acknowledging to me that he signed the foregoing document for the purpose(s) stated therein, in the capacity indicated therein: Richard Deming, Managing Partner of Carolina Poultry Power RG2, LLC. Date: � Silgn t re of Notary Public t-C'Zrb 1� ?a )I and Ser Notary's printed or typed name My commission expires: 1 t' at) (Official Seal) owl, A„�„�,.,, •••••••'�,� p OLp°•,, Qj�i .•missio'•• �'�. �GNOTAR oN � =wi •r'_ 2 jOv6�►G m A0Q `P'7�ber COUNT Notary seal or stamp must appear within this box. ND: 4829-0545-8418, v. 14 Confidential B-1 EXHIBIT A-1 Being all of that tract described as "Portion of Tract V containing 10.840 acres as shown on map entitled _, dated , 2021, and recorded in Plat Book at Page I Wilson County Registry, North Carolina. Confidential A-1-1 I w it (I I�►a r �I.C�SC � - � ,�M . MATCH LINE'A' 1 �.aaINj 'U t G n�r,uumrc . ......................................... GTY AILSON ✓ \ ~_t' -,�1 may . y, fr y'. VIGNITY MAP THY EAR{. RHObE�S�' AMER",LLCRTN AIDE �kGA.,�C z r........ tiicense Area: .;u;..+m. TI S +yx'st. .t...2Re9ervet! Rights I :..:. 1 UNr. ANt., UNE T,A$ E -E TAB.E LWE ix6t JNE ixBtE c ,�ii c,� i ' h J e C i TIMOTHYYEA LLRfF 6 r "] tom$ t .�.• 1 —T � .,��w. ,=— STOCKPAR7 LIMfTED PARTNEF era. Gw OF W.S Prepared by and after recording return to: STATE OF NORTH CAROLINA ! i ! MEMORANDUM OF LEASE THIS MEMORANDUM OF LEASE (this "Memorandum") is made as of , 2021, by and between STOCKPORT LIMITED PARTNERSHIP ("Lessor"), and CAROLINA POULTRY POWER RG2, LLC ("Lessee"). WITNESSETH: WHEREAS, Lessor, as landlord, and Lessee, as tenant, are parties to that certain Lease Agreement, dated June 24, 2021 (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; provided, however, Lessor has reserved certain rights in the land depicted as "Reserved Rights" on Exhibit A; 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: 1. Term. Subject to the terms of the Lease, the term of the Lease commenced on June 24, 2021, 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 RG2 Project (as defined in the Lease), following its satisfactory start- up, testing and commissioning as approved by Lessee, commences full commercial operations. 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. STOCKPORT LIMITED PARTNERSHIP, by its general partner, EfW 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 seal or stamp must appear within this box LESSEE: CAROLINA POULTRY POWER RG2, LLC 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: ....................._ (Official Seal) Signature ofNotary Notary Public Notary's printed or typed name My commission expires: Notary seal or stamp must appear within this box. EXHIBIT A to Memorandum of Lease �A a+• kATCk:uiE'A' ! 4.idk.1.8£ui .... ........r......•.•...r.... .-A v 4. r}; " - _ - � Mu.... :ti�,�" •1.,. SIR: ry `,,,. ;,rIYt: T!lr EJ..1 .N90E6 �"� ,+. �.�✓�` P �. a �� � ki14UfCf �I+E NGP.T .rrterA ac :•-'"Wiry jf'- • ZKi'8rl'ri't{i fi ' iii. ..�.+.+....+jRiRhts irSX7",Y CAXl, MnUf143 •.' ..c ,! w1 X , e r V x0i `4i.£ :`j lr ! 1 NC 4p„( M1E £ ix2tx 3 *aJ•JFI. EMltiiKKES � '. R'Y r ', w J . ,..r • •.: :: _ ... -__ _ .STOCKMRT LIMEM P.ARINERSM �•«ax v yr rmxw +w rA 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. N EXHIBIT C [Private Grade Crossing License Agreement attached] PRIVATE GRADE CROSSING LICENSE AGREEMENT THIS LICENSE AGREEMENT is made and entered into this _|�_ day of _3�� 2021 8��C��veD�)�u���cnC�OLXNA COASTAL RAILWAY, INC., aVirginia corporation with auouo| business address o1 505 S @nxzd St Kennett Square, Pu|0348(^CLN/\"oc"Rai|nnad").and StwokportLimmiteyXPartnership, mNorth Carolina limited partnership with nbusiness address n1}7SONMain StFa,nxvi||eNC27828(the '^Liucnnnc^). Preliminary Statement Licensee and CLNAcach wish toenter into alicense agreement allowing Licensee to use portion o[CLNA`mright oyway without establishing, claiming, or possessingany estate or interest therein, for the purpose of maintaining and using a private road crossing at grade for the purpose of ingress, egress, and access to Licensee's adjacent property, as further defined and depicted oa "Portion nfTract |" being 10.040ucrcm, more orless, on Exhibit attached hcvctu and incorporated herein (the "Licensee Property"), within the License Area. defined below. NOW THEREFORE, in consideration of the promises contained herein the Parties agree as follows: GRANT OF LICENSE C[NA hereby grants unto Licensee, its successors and assigns ulicense (the ^Lioenae)'\o maintain and use the private grade crossing (the ^{rosoinu")located inthe vicinity of Railroad Mile Post 180 in the vicinity of3\00 Stantonsburg Rd SE Wilson, Wilson County. North Carolina, as approximately depicted as "License Area" on Exhibit A,attached hereto. and incorporated herein (the "License &rea") for the purpose of accessing the Licensee Property. 2. CROSSING; SIGNALS (a) Railroad. ctthe sole cost and expense n[Licensee, shall furnish all labor and materials for and construct and maintain the portion of said Crossing between the ends of the ties ofsaid track. Said Crossing shall besurfaced with concrete over appropriate yu6orodc. Signs shall be en:uiod and permanently maintained by [iocnocc-, "PRIVATE ROAD — NO T0E8P&SSll4(|" and "STOP", at |mocdinnm adjacent to said Cn`mainQ as designated by Railroad. Railroad may require advance deposit of estimated cost and expense of any Such work and unatehu|u. Should Railroad's costs and expenses exceed said deposit. Licensee shall promptly pay such excess upon receipt from Railroad ofbill. Licensee, at the sole cost and expense of Licensee, sbu|| furnish all other labor and nnoter|n|a required to inm/u|| and maintain the approaches, do all necessary grading for the approaches, and provide and maintain suitable drainage mt,uc1orcy as shall be required by Railroad in connection with the Crossing. Notwithstanding the forgoing. (h Licensee's tu|m| obligation to pay for the construction ofthe Crossing shall not exceed four -hundred thousand dollars ($400,000); and (ii) Licensee shall not be responsible for the costs of any damage and/or maintenance required at the Crossing if such dannage and/or maintenance occurs as a result of the actions of the Railroad. 621714 (b) Whenever repairs or changes are made to Railroad's land mtrack that arise asuresult of the actions ofthe Licensee necessitating repairs to the Crossing, the parties hereto. at the sole cost and expense nfLicensee, shall each furnish all labor and materials required iomake sucb,rpaimhotherempcoivepodionsnftheCmwsingshobminmta|lcdaudn}uintoined by them Linder the terms oythis Section. l Not Applicable, 4. STATUS OF SUBCONTRACTORS; LICENSEE For purposes ofthis agreement, all references to Licensee shall im]w4o Licensee, any lessees of the Licensee Property (iu whole or in part) or any subsequent of the Licensee Property (in whole oriupad), along with any oftheir contractors, xubcuoinmiura. agents, officers, employees, patrons, invitees, and others acting under its or their authority. l USE Licensee shall use the License Area for the maintenance and operation of the Crossing that is the subject of this Agreement for uprivate, at grade, road crossing for vehicle, equipment access to, and egress from. Licensee Property only for commercial or other uses permitted bythe Current zoning of Licensee Property, as may be applicable from time to time. served hythe Crossing. Any other use, ino|uding, but not limited to. construction access. increased use, different from that m{uLnd in the prior sentence, is unauthorized and prohibited. For c|arity, use of the crossing shall be limited to Licensee, its agents., employees, servants. mub|icennecaand invitees. Crossing shall heused only anaprivate crossing for the purpose described in Section | hereof. Licensee shall not permit Crossing to be used for any purpose or in any manner that might in any p/ny make said Crossing a public crossing ur subject it to any public servitude. Licensee shall take all reasonable steps necessary to prohibit any unauthorized use ofthe Crossing nrLicense Area. Licensee shall use. and shall cause its invitees to use, the highest degree of care in the operation and use of the said Crossing yn as to avoid collisions and/or interference with operations of [LM/\. In no event shall any use ofthe Crossing take place until the crossing isconstructed. Railroad shall not be obligated to make cuts in its trains for the Crossing, but uhu|| cooperate with the Licensee and coordinate with itasmay be required oouato have the Crossing constructed in ureasonably timely and efficient manner. Railroad reserves the right to use Crossing. 6� FEES (o) Licensee shuUpay k»CLN&for this License, onannual |ioenoefee (the "License [rc`) usmay beapplicable and strictly inaccordance with Exhibit Buttached and incorporated hereto. (nthe event that CLN/\has failed toinvoice its pricingcorrectly for any year, CLN/\ shall have the power to retroactively adjust its price for any past year to confon-n to that past year's proper pricing schedule. Any retroactive price increase asuresult ofsuch ucorrection that is not disputed by Licensee shall be paid for by Licensee together with the current year's License Fee usmay brapplicable. TERM The term o[this Agreement shall continue in perpetuity until itimterminated uaset forth in Paragraph 81, below. ozmu 2 TERMINATION (a) This License shall remain infull force and effect so long as the covenants, terms and/or conditions set forth herein are kept and performed byLicensee, |fLicensee fails tokeep m perform any such covenants. terms and/or conditions, CLNAshall have the right to terminate this /\Are*mort upon written notice to Licensee of such hneuoh, giving thirty (30) business days to uuoc such breach, uu|euo such breach, in CLN/\'m opinion acting nzu000ub|y, constitutes an imminent safety hazard, in which case the time ofcure shall be forty-eight (48) hours after receipt ofnotice provided pursuant k)this Agreement. The curing o[such breach within the said time period shall negate the said notice oftermination and the failure tncure within the said period shall be conclusive termination, whereupon Licensee will, at Licensee's cxpooyc, restore, under supervision ufCLN/l, the License Area /o its original condidon, if required by CLNA. (N {nthe event that C[N&determines, acting reasonably, that unauthorized use is taking place mrhas taken place, CLNAmay tertninotethis Agreement and remove the said Crossing, all at the expense of Liocnuec, uhcr providing udvuuoc written notice and providing Licensee with utbirty (30) business day opportunity k)cure and c|inuino1r such unauthorized use. (d lnthe event Licensee fails to pay any fees under this License Agreement as they come due. Licensee shall hcconsidered k` be indefault, and this Uccosc shall ouume, be null and void and of no further force or effect, and the Crossing and facilities installed shall become the property of CLNA but only after written notice from CLNA of Licensee*s default and the passage ofathirty (30)business day opportunity Uocure such default. 9. MAINTENANCE (a) The Cromoing`musual appurtenances such um approaches, roadway, ourbu gutters. shou|dcm, slopes, fi||m and outu, shall be maintained by Licensee at the sole cost and expense o[Licensee. Licensee shall hcsolely responsible for keeping all vegetation with ill the -siioclearance orea-andetermined by CLNA`nOenexu| Manager, cut to u height not to exceed two feet (2`) above ground |rxu|, and keeping the uo-on||cd site clearance area free ofparked vehicles and other visual obstructions. (b) |nthe event additional or upgraded safety grade crossing traffic control devices. i/r' gates or flashing lights, are installed within the License Area, any such safety grade crossing traffic control devices will be installed at the sole ooai and expense of Licensee. but in o manner satisfactory \oCLN&"oGeneral Manager, k1 Without limiting the general obligations of the parties under this Paragraph 9. CLN/\shall perform maintenance onthe Signals a1the Crossing. Uocnscc shall, within thirty (30) days ofCLNA's presentation of an annual bill for that maintenance, pay to CLN/\ o fee in accordance with the then current North Carolina Department of Transportation Index for the maintenance of the Type and/or Class of Signals at the Crossing (the -Signal Maintenance Fee-). anw/ (e) In addition to the Signal Maintenance Fee the Licensee shall pay toCLNA.within sixty (60)days after the presentation o[abill onan as occurred basis, all repair costs for the Crossing resulting from: |) acts nfGod; and 2)repairs required beyond those damages from normal wear and tear, but for any damages that are caused by the actions or negligence of the Railroad (the "Extraordinary Repair Expense") All work subject to the Extraordinary Repair Expense required under this subparagraph (e) shall be performed in such u manner, and with such construction materials, as are reasonably satisfactory to CLY4/\and all ,cauonub|c incidental expenses incurred inconnection therewith shall be borne bythe Licensee. |0. RISK, LIABILITY, INDEM-NITY (a) Licensee shall defend, indemnify and save and hold CLNAond its shareholders, affiliates officers, directors, agents. and employees harmless from and against any and all |iaN/hv, kma duinn, suit, damage, charge, orexpense which [LN/\, its affiliates, o05ouns, agents, employees or invitees may xutOer, sustain, incur oriu any way be to. on account ofdeath oforinjury tnouyperoon,undfhc damage toorloss ofordestruction ofany property, arising out of, or ncou|hog from, or in any vvuy connected with, the use of the Crossing, urLicensee's negligence associated therewith. (b) Licensee assumes all responsibilityfbr and shall defend, indemnify and hold CLNA, its shareholders, uffi\iatcs'offioer ,agon|o,emolnyoeuorinviteemhonniesofromuk8aUc(odma, costs and expenses, including reasonable attorneys' heea, oowconsequence ofany pollution of air, water. land and/or ground water on or off the License /\noa, arising from. or in connection with, the use o[the Crossing and License Area, (h)any claim or liability arising under federal, state or local law dealing with pollution of air, water, land, and/or ground water arising therefrom or the remedy thereof; and (c) any subsidence or tai|onn of lateral or subjacent support of CLN/\`a tracks udainQ from, o, in connection with, the use of the Crossing. It. INSURANCE b4 During the Tenn of this License Agreement, Licensee shall maintain liability insurance in the minimum amount of Two K4iUinu Dollars (B2'000,000) for all personal injuries, death or property darnage per occurrence arising during the Term and all renewal periods ofthis License Agreement. Licensee shall furnish CLN/\ucertificate o[insurance showing that Licensee carries liability insurance applicable k/this Agreement, naming C[N/\ as an additional insured and |nas payee (evidencing said applicability by u contractual liability endorsement stating that the insurance imapplicable tothe obligations assumed by Licensee Linder this Agreement with CLN&} in the minimum amount o[Two Million Dn||um ($2.000,000) for all personal injuries, death or property damage per Occurrence arising during the Term and all renewal periods of this License Agreement. Licensee shall [unoiab m certificate of insurance evidencing the above coverage and tile form of the policy or policies. In addition, xucb insurance obu|| contain notification provisions whereby the insurance company agrees to give thirty (30) days' notice to CLNA ofany change m,cancellation ofthe policy. All endorsements and nodfiou/iouprovisions shall be stated on the certificate of insurance that is to be provided to CLNA. ^zn/m 4 (b) Licensee's liability shall not be limited to the insurance coverage Stipulated in this Paragraph 11. (c) The Crossing shall not be opened for traffic until the required insurance coverage is in effect. (d) In the event the above referenced insurance protection is canceled, or is allowed to lapse, said Crossing shall be subject to immediate removal by CLNA, provided that CLNA shall notify Licensee in advance of such removal and give Licensee ten (10) business days to cure; in such event, the entire expense bome by CLNA for removing said Crossing shall be paid for by Licensee. 12. ALTERATIONS In the event either party's use of the right of way (e.g., additional track construction, installation of communication facilities. etc.) shall hereafter make necessary any change in the private road as it crosses CLNA's right of way, the party requiring the change of use shall be obligated to bear all costs of making and maintaining adjustments to said private road which are deemed reasonably necessary by said party. 13. THIRD PARTIES Neither this Agreement nor any provision hereof or herein shall operate or be construed as being for the benefit of any third person. 14. NOTICES (a) All notices on the part of Licensee to CLNA shall be given in writing to: General Manager, CAROLINA COASTAL RAILWAY., INC., 505 S Broad St Kennett Square, Pa 19348. (b) All notices on the part of CLNA to Licensee shall be given in both email and written format as follows: (a) in writing to: Attention: Richard Deming at Stockport Limited Partnership, a North Carolina limited partnership with a usual business address at 3730 N Main St Farniville NC 27828, and (b) via email to: bob gcprg-lic.com . (C) All notices in writing (non -email) sent pursuant to this License Agreement shall be sent by registered or certified mail, return receipt requested, or by a nationally recognized overnight courier to the address above for the party to which notice is being sent. (d) Notwithstanding subsection (c) above, notice shall be deemed given when Licensee's President or CLNA's General Manger receives actual notice from the other party in person or via facsimile or electronic mail. 15. NO WARRANTIES This License is herein granted without any warranty, express or implied, and no damages shall be recoverable from CLNA by Licensee because of any dispossession of Licensee or because of any failure of. defect in, cancellation of, mtermination of, CLNA'mproperty interest iri the License Area. |k Not Applicable. |T FUTURE PARTIES This License nhuU inure to the benefit of, and be binding upon, the Parties hereto and their respective heirs, legal representatives, successors and assigns. Liccmncc shall not assign its rights under this /\gneenlmrk without CLN/\"u prior written consent, which mho|| not be unreasonably withheld and shall be delivered within ureasonable time. For clarity. any and all lessees of the Licensee Property (in whole or in part), or any subsequent purchasers/owners ofthe Licensee Property (in whole orinpmrt), ahu|| bcconsidered k>bca',Liccnucc" Linder this Agreement. |#. REMEDIES The remedies under this Agreement are cumulative and shall not exclude any other remedies to which any party may be lawfully entitled. |!} DELAY NOT WAIVER The failure ordelay ofany party toinsist upon the strict o,timely ofacovenant hereunder or any obligation hereunder, shal I not be a waiver of such party's right to demand strict compliance therewith in the future. 20. CAPTIONS All titles m captions are inserted for convenience only and they in noway shall beconstrued todefine, limit ordescribe the scope of this Agreement orany provision thereof. 2). SEVERABILITY ![ any clause o,provision ofthis Agreement shall bedeemed kzbeinvalid orunenforceable under present o, future |uvvu, then, in that event it is the intention of the Parties that the remainder of this Agreement shall not be affected thereby. 22. CHOICE OF LAW This instrument is being delivered and iaintended 0a be performed in the state of North Carolina and shall be construed and enforced in accordance with the laws of that state. Any aggrieved party may proceed to enforce its rights inthe appropriate actinno1 law orin cquiiY. Venue for all suits arising out of this instrument shall lie exclusively in the Courts of Wilson County, North Carolina. By execution or adoption of this agreement, each party hereby submits itself to the in personam jurisdiction of the Courts of Wilson County, North Carolina. Z3MODIFICATION All modifications or waivers to this License Agreement must be in writing and executed by both of the Parties. 24. CONVERSION OF CROSSING ^zn/4 1 6 [LNA shall cooperate with any effort of Licensee to convert the Crossing toopublic crossing. 25, CONFIDENTIALITY The terms n[this Agreement shall bnkept confidential unless required bvonorder from u court o[competent juhsdiction. This agreement shall not bcrecorded inany public orland registry v000nda. This provision uhu|| not prohibit Licensee from disclosing the terms and provisions hereof to any party or court involved in the underlying litigation which is the subject n[the parties* Mediated Settlement Agreement. 26. MERGER This Agreement represents the final, complete and exclusive understanding ofthe Parties u[the subject matter towhich it relates, including, withmut|imbatkm,theCmssing. the License Area and Signals. 27. MEMORANDUM This Agreement shall not be recorded. At the time of execution of this Agreement, the parties shall execute umoennurandurn ofthis Agreement in recordable form. The costs of recording the memorandum shall be paid by Licensee. END OF DOCUMENT EXCEPT FOR SIGNATURE PAGE AND EXHIBIT AND EXHIBIT m7w 7 IN WITNESS WHEREOF, the parties have executed this Agreement as a sealed instrument on the day, month and year first written above. Signed and delivered in the presence of: CAROLINA COASTAL RAILWAY, INC. By:Ateyu By: Witness Print Name: Chris Spiceland Vice President Sales & Marketing Karen Kuivinen Witness Print Name: Karen Kuivinen Manager of Real Estate & Contracts Wit ' s Prinlarne: SN(AViA(t N I Witness Print Name: 1i STOCKPORT LIMITED PARTNERSHIP -!Yyits' -gefterat -partner, -EfW-SjP LLC BY: Its: (Z- 621714 1 8 EXHIBIT A LICENSEE PROPERTY & LICENSE AREA 62 1'7141 t� gig 1p'l (Wb BDa um z 3 j nM h b t i fill I .L of IF i $ 3 � w X aq NIIY3C�m �� 2 a= 1IDU �W < j ry W � � J iz : m �jwt t9 � EXHIBIT L|CENSEFGE & RAIL -CAR VOLUMES The arnoun( payable under the License Fee, when applicable pursuant to the terms o[this Agnecn/mrt, shall be determined huu*d on the volume flow of loaded railcars delivered to the Licensee Property in any given Calendar Year, in accordance with the following: railcar volume License Fee amount The LicenseFee shall bcapplicable for the first fifteen (|5)Calendar Years from the Effective Date ofthis Agreement and thereafter there shall he no License Fee applicable (ix, commencing uoo[Calendar Ymur202| dlruucb to, and with the last payment applicable for. Calendar Year 2035). The fioi License Fee (applicable for Calendar Ycur202\) uhuU be payable within one - hundred and twenty (\2O)days ofthe Effective Date ofthis Agreement. Any subsequent Liocnso Fee. as may be applicable in accordance with the terms herein. shall be payable within thirty (30) days of the receipt of pcnpody issued invoice from Dxi|mmad to the Licensee, Railroad yho|| invoice for a License Fee only after the completion of any given Calendar Year where a License Fee isapplicable under this Agreement. For clarity, the term "Calendar Year" for the purposes o[ this Agreement ohu|| mean the duration of time commencing on January |* and ending on 0emcrnbcr3im For the avoidance ofdoubt, despite the continuation of this Agreement there shall henoLicense Fee payable after the Calendar Year 2035. mm4/ 10 Exhibit A-1 Being all of that tract described as "Portion of Tract 1" containing 10.840 acres as shown on map entitled Stockport Limited Partnership, dated NovemnberZ1, 2021L and recorded inPlat Book 43,atPages 27land 273,Wilson County Registry, North Carolina. Exhibit A-2 Description of Lease Land: Beginning at an iron pipe on the western right- of -way of the Norfolk -Southern Railroad. Said point being the eastern common corner of the Timothy Earl Rhodes property as described in the Deed Book 2698, Page 75 of the Wilson County Register of Deeds office and the City of Wilson property as shown In Plat Book 40, Pages 242-243. From the above described beginning, so located running thence as follows: Leaving the western right -of- way of the Norfolk -Southern Railroad right -of- way and with the northern line of the said Rhodes property, S 83009115" W 405.61', thence leaving said Rhodes northern line, N 37*12'06" W 559.49', thence N 52*47'54" E 350.00'to an iron pipe on the western right -of -way of the Norfolk -Southern Railroad right -of -way, thence with said railroad right- of -way, S 37*12'06" E 764.47' to the point of beginning containing 5.319 acres. Description of Access / Utility: Beginning at a point located S 52047'54" W 350.00' from an iron pipe on the western right-of-way of the Norfolk -Southern Railroad right-of-way. Said point on Railroad right- of-way being located N 37012'06" W 764.47' as measured along the western right-of-way of the Norfolk -Southern Railroad right-of-way from an iron pipe located at the eastern common corner of the Timothy Earl Rhodes property described in Deed Book 2698, Page75 and the City of Wilson property as shown in Plat Book 40, Pages 242.243 both of the Wilson County Register of Deeds Office. From the above described beginning, so located, running thence as follows: S 37012'06" E 20.00', thence S 5204754" W 810.53', thence S 18058'52" E 95.68' to the northern line of the aforesaid Timothy Earl Rhodes property, thence with said Rhodes property S 71027'08" W 20.00', thence leaving said Rhodes line, N 18*58'52" W 110.001, thence N 52047154!' E 825.00' to the point of beginning containing 0.423 acre. Prepared by and after recording return to: Ward and Smith, P.A. 120 West Fire Tower Road Winterville, NC 28590 Attn: J. Drake Brinkley, Esq. STATE OF NORTH CAROLINA COUNTY OF WILSON MEMORANDUM OF LEASE Type: CRP Recorded: 9/14/2022 4:16:10 PM Fee Amt: $26.00 Page 1 of 7 Wilson, NC Lisa J. Stith Register of Deeds BK 2983 PG 528 - 534 THIS MEMORANDUM OF LEASE (this "Memorandum") is made as of September 13 , 202 2 , by and between STOCKPORT LIMITED PARTNERSHIP ("Lessor"), and CAROLINA POULTRY POWER RG2, LLC ("Lessee'). WITNESSETH: WHEREAS, Lessor, as landlord, and Lessee, as tenant, are parties to that certain Lease Agreement, dated June 24, 2021, as amended (the "Lease"), whereby Lessee leases from Lessor the property depicted or described as "Lease Land" on Exhibit A attached hereto and incorporated herein by reference (the "Lease Land"), and has rights to use the land depicted or described as "Access 1 Utility" on Exhibit B and the land depicted or described as "License Area" on Exhibit C for the 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: l . Term. Subject to the terms of the Lease, the term of the Lease commenced on June 24, 2021, 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" 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 Wilson county Register of Deeds. means the day on which the RG2 Project (as defined in the Lease), following its satisfactory start- up, testing and commissioning as approved by Lessee, commences full commercial operations. 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.- 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, EfW GP LLC By:.__ a� Richard Deming, Manager STATE OF NORTH CAROLINA COUNTY OF t 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:-• ice, r Signature qfJVotary Public Notary0printed or typed name My commission expires: (afflciGf seal) KELLY RENEE GOODM Notary Public North Carolina Pitt County Notary seal or stamp must appear within this box LESSEE: CAROLINA POULTRY POWER RG2, LLC Richard Deming, Chief Executive Officer STATE OF COUNTY OF s,j- 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:ry14 ( , `- Sigrtatr.rr of Notary Public Notary' printed or typed name My commission expires: ,—cam C t� (official Seal) KELLY RENEE 006-6 Notary Pubiir, !North Carolina Pitt Counts Notary seal or stamp must appear within this bozo. 4 EXHIBIT A to Memorandum of Lease MAW 94" ..... ..... with said railroad right- of -way, S 37"12106" E 764.47'to the point of beginning containing 5.319 acres- EXHIBIT" B to Memorandum of Lease T the Wilson County Register of Deeds Off ire. From the above described beginning, so located, running thence as follows: I EXHIBIT C to Memorandum of Lease Y9LMMN=141n-Fpt,:..,aau MyPaaa C 4-u �. z z a z a x z z zz z z x r- Fi r i C � ID u A im JGk:. liJcm N56�. PG fl6 &F6861,PC ]0 s sT a�n�� 1 ME f This map may not be a certified survey and has not been reviewed ' by a local government agency for compharnce with any applicable land ® development regulations and has not N been reviewed for compliance with iNg Q recording requirements for plats. N N _ w N A A 1 Jllh x �r W / m inn (1 U) o g o ,sa N 4 O y Add 6 wy . tz o� P N p . a Sw D Rip n � tx. 1 c7 a�q o� 0 z 1z - NORFOLK-SOUTHERN RAILROADm (100- WN) s: .L. r■ ■`n■ ■ m ■ m>,z ■ ■ ■gym ■ w ■ �C]Q 2 Appendix C Engineering Plans Carolina Poultry Power - Wilson August 2023 Update I RECLAIM WATER 1 GPM COOLING WATER WATER SOFTENER WATER SOFTENER SAMPLE COOLER SAMPLE COOLER SAMPLE COOLER SAMPLE COOLER SNCR SYSTEM FW PUMP /1 COOLER FW PUMP /2 COOLER EVAPORATION LASSES 155 GPM EVAPORATION POND STEAM GPM~ CYCLE BOILER &LOWDOWN FTEDWATERRSSAMPLE 0.5 GPM BOILERWATER SAMPLE MAINOSGPM TEAMM SAMPLE 0.5 GPM CONDENSATE SAMPLE I CBD 1 GPM TANK DOMESTIC WATER (CITY) WATER USERS OGPM(OPERATING)/50GPM(DESIGN)/6OPSIG(MIN) DOMESTIC (CRY) STACK 12 GPM OIL / WATER SEPARATOR SEpKC i SUMP TANK I _I PUMP I FORCED SEWER MAIN ttgtR 1: r rrrrrrrr NOTES: 1) ESTIMATED GPM FLOW RATES SHOWN BASED ON 24 HOUR OPERATION. 2) AMBIENT TEMP: 60.6 'F - 28308 3) STEAM FLOW: 85,000 PPH V 4) SLOWDOWN: 3% �, AV 5) GENERATOR AND LUBE OIL COOLER DEMAND PER HOWDEN STG �rrrl 6) RECLAIM WATER TO FIRE WATER LOOP NOT SHOWN. ril itItt%% 1411E U KLLLASLU FUK INFUKMAIIUN UAF' UD/1L JOB REV DESCRIPTION NAME DO 3 41 7 — �i SHOWN FROM LEFT TO RIGHT: HOT PIPE LINE & VALVE FROM CHP PLANT HEAT EXCHANGER, EVAPORATION HEADER & PIERS, LATERAL VALVE & FLEX PIPE, EVAPORATION LATERALS, POND SHORELINE CABLE TENSION SYSTEM, LATERAL FLOATATION SYSTEM, CC #2 ENCLOSED BUILDING, PUMP HOUSE AREA, BRIDGE & COLD SUCTION PIPE ARRANGEMENT, NOZZLE & SPRAY CONE. THERMAL LOOP AND POND EVAPORATION SYSTEM DESIGN UPGRADES. ADDITIONAL NOTES. RELEASED FOR CONSTRUCTION. Revision Description Revision Schedule qii } f %#;it44111f11+I1f MODEL NUMBER t}] C%ffj� �* •`� `'/ rf Sid. ■, kLLONS DRAWING BY DATE: Q r C ~ � PSO 02 / 17 / 23 �• � • CHECKED BY _ , L T- • _ CAROLINA POULTRY POWER RG2 TJK / PDA 02 / 17 / 23 APPROVED BY JMc 02 / 17 / 23 EVAPORATIVE COOLING POND SYSTEM PROJECT COVER a`•;,�N,:*'•w PCO JMC 07 / 24 / 23 ASME QC BY _ PCO JMC 03 /22 / 23 ISIZETYPE MARK PCO JMC 03 / 02 / 23 1 3 B CUSTOMER LOCATION CPP RG2 WILSON, NC '�fr+ri11t1XSti� Rev. By Approved By Date CONTRACT NO. CATEGORY SECT/REQ DRAWING NO. SHEET COUNT PLATE REV PART REV 141, 8480 1961 14 2 IL co co N_ co N 0 N V N ' PROJECT SITE 35041'15.34" N F 77°53'38.86"W LOCATION MAP TRUE NORTH 3 p �, 1 a � ; � ��•` �` a. 4A 14 �, r CAROLINA POULTRY EVz4P0 ~'`'1 % 11.H T UPPLY TO COOLING SYSTEM AND SPRAY NOZZLE ,- CLARIFIER (FUTURE USE) ` CONFIGURATION - j® �j-- F�• OF CONS' ETYPICA VICINITY KEY PLAN TRUE NORTH EVAPORATION PONDi► RECIPROCATION POINT, t �x ..n M s PIPE BRIDGE CROSSING, > NUECES CREEK } �• NEW PUMP HOUS r : a �. i y y a. .. STATION ` 4 !� - - __ Z_•t rr 4 .-mil '.-1 .� �k ♦ - _ 2 1 0 No. RATIVE M SLUDGE BUILDIN PO IN13 ER PLANT RG2 POND SYSTEM WILSON NORTH CAROLINA SHEET INDEX Sheet Number Sheet Name Current Revision 1961 PROJECT COVER 2 1962 LOCATION AND VICINITY PLANS 2 1963 SITE PLAN, TYPICAL TRENCH DETAIL, SCHEDULES 2 1964 SITE PLAN AND SECTION 2 1965 EVAPORATION SYSTEM INTERCONNECTION 2 1966 COOLING LOOP PLUMBING PLAN, ELEVATION, ONE -LINE AND SCHEDULE 2 1967 CONDENSER LOOP P&ID AND SPECIFICATIONS 2 1968 CONSTRUCTION NOTES 2 1969 POND SECTIONS 2 1970 THERMAL LOOP TOPOGRAPHY AND PLAN / PROFILE KEY PLAN 2 1971 THERMAL PIPING LOOP PLAN / PROFILE HX & A 2 1972 THERMAL LOOP PLAN / PROFILE B 2 1973 THERMAL LOOP PLAN / PROFILE C-D-E 2 1974 THERMAL LOOP PLAN / PROFILE F 2 -r m - - PLANT HEAT EXCHANGER o = RECIPROCATION POINT .,....: ,., CHP PLANT EVAPORATION PIPIN S_ UPPLY & RETURN SYSTE i o RG2 BOILER PLANT \ --�^•.`, fi - LIMITS OF CONSTRUCTION, / & MAIN ACCESS DRIVE \ , TYPICAL \ ` cr +, IS 0 I�Illf� ALr 28308 {fj POWER PLANT ACCESS DRIV . '-. •....a•• C »`22 rr _aa"ICV 6 7 .a, a" \ MODEL NUMBER THERMAL LOOP AND POND EVAPORATION SYSTEM DESIGN UPGRADES. ADDITIONAL NOTES. RELEASED FOR CONSTRUCTION. Revision Description Revision Schedule ■ I �O� DRAWING BY PSO DATE: 02/17/23 CAROLINA POULTRY POWER RG2 EVAPORATIVE COOLING POND SYSTEM LOCATION AND VICINITY PLANS CHECKED BY TJK / PDA 02/17/23 APPROVED BY JMC 02/17/23 PCO JMC 07/24/23 ASMEQCBY PCO JMC 03 /22 / 23 PCO JMC 03 / 02 / 23 SIZETYPE 3 B MARK CUSTOMER LOCATION CPP RG2 WILSON, NC Rev. By Approved By Date CONTRACT NO. 14113-B CATEGORY 8480 SECT/REQ DRAWING NO. SHEET 1962 COUNT 14 PLATE REV PART REV 2 LL co N_ co N 0 N V N 4, C, PROJECT NORTH ------------------- KEY PLAN CHP PLANT TO POND THERMAL LOOP 1 : 1700 ® HOT SUPPLY TO SLUDGE BUILDING (CAPPED FUTURE USE) COMPACTED FILL oe 24 WIDE BASE 8" 16" FIN GRADE I _ -III III II III= w NATIVE SOIL _ o m z =III LU i LO / 8" DIA CARBON STEEL 8" DIA CARBON STEEL WATER CHP HOT SUPPLY WATER CHP COLD RETURN EMBEDDED IN THERMAL INSULATION PIPE SUPPORT GUIDES / ANCHORS NOT SHOWN, SEE PLAN FOR LOCATIONS. TRENCH SECTION HOT / COLD PIPE 2 SCALE: 1/2" = V-0" 1 1963 ARIES (SEE PLAN / PROFILE SHEETS) COMPACTED FILL $„ 8„ FIN GRADE III III II III= w NATIVE SOIL _ o - m =III LU - Ln II1-1 1 III I...� 81 (DIA CARBON STEEL PIPE SUPPORT GUIDES / WATER CHP HOT SUPPLY ANCHORS NOT SHOWN, EMBEDDED IN THERMAL SEE PLAN FOR LOCATIONS. INSULATION TRENCH SECTION HOT/ HOT PIPE 3 SCALE: 1/2" = V-0" 1 1963 COMPACTED FILL FIN GRADE LLJ coLU U =III Z � III H 8" DIA CARBON STEEL WATER CHP HOT SUPPLY EMBEDDED IN THERMAL INSULATION 24" NATIVE SOIL - OO PIPE SUPPORT GUIDES / ANCHORS NOT SHOWN, SEE PLAN FOR LOCATIONS. TRENCH SECTION HOT PIPE 4 SCALE: 1/2" = 1'-011 1 1963 SCHEDULE COLD RECLAIMED WATER TRENCH PIPE WORK FUNCTION SIZE (DIA) QTY LENGTH TOTAL (FT) MATERIAL Family Angle Trim COLD 8" o 43 3019.32' CARBON STEEL A53 ERW Gr-B Std Wt Blk Stl Pipe PE COLD 8" o 2 0.00' CARBON STEEL CS 1125 Trimmed Elbow STD 1.0000 COLD 8" o 1 0.00' CARBON STEEL CS 1125 Trimmed Elbow STD 1.5000 COLD 8" o 4 0.00' CARBON STEEL CS 1125 Trimmed Elbow STD 2.0000 COLD 8" o 1 0.00' CARBON STEEL CS 1125 Trimmed Elbow STD 2.5000 COLD 8" o 2 0.00' CARBON STEEL CS 11 25 Trimmed Elbow STD 6.0000 COLD 8" o 1 0.00' CARBON STEEL CS 1125 Trimmed Elbow STD 22.5000 COLD 8"o 2 0.00' CARBON STEEL CS 225 Trimmed Elbow STD 22.0000 COLD 8" o 2 0.00' CARBON STEEL CS 45 Elbow STD 45.0000 COLD 8" o 30 0.00' CARBON STEEL CS 90 LR Elbow STD 90.0000 COLD 8" o 1 0.00' CARBON STEEL CS Cap STD COLD 8" o 79 0.82' CARBON STEEL CS Field Weld Gap_125 SCHEDULE HOT CHP PLANT WATER TRENCH PIPE WORK FUNCTION SIZE (DIA) QTY LENGTH TOTAL (FT) MATERIAL Family Angle Trim HOT 8" o 2 0.00' CARBON STEEL 150# Hex Bolt Set HOT 8" o 2 0.02' CARBON STEEL 150# RF Gasket 150-RG-A HOT 8" o 73 4757.42' CARBON STEEL A53 ERW Gr-B Std Wt Blk Stl Pipe PE HOT 8" o 1 0.00' CARBON STEEL Blind Plug HOT 8" o 1 0.00' CARBON STEEL Combination 90.0000 HOT 8" o 10 3.33' CARBON STEEL Coupling HOT 8" o 9 0.00' CARBON STEEL CS 11 25 Trimmed Elbow STD 1.0000 HOT 8" o 1 0.00' CARBON STEEL CS 11 25 Trimmed Elbow STD 1.2000 HOT 8" o 1 0.00' CARBON STEEL CS 11 25 Trimmed Elbow STD 1.5000 HOT 8" o 5 0.00' CARBON STEEL CS 1125 Trimmed Elbow STD 2.0000 HOT 8" o 1 0.00' CARBON STEEL CS 11 25 Trimmed Elbow STD 2.5000 HOT 8" o 2 0.00' CARBON STEEL CS 11 25 Trimmed Elbow STD 6.0000 HOT 8" o 1 0.00' CARBON STEEL CS 11 25 Trimmed Elbow STD 22.5000 HOT 8" o 1 0.00' CARBON STEEL CS 11 25 Trimmed Elbow STD 43.2300 HOT 8"o 2 0.00' CARBON STEEL CS 225 Trimmed Elbow STD 22.0000 HOT 8110 3 0.00' CARBON STEEL CS 45 Elbow STD 45.0000 HOT 8" o 44 0.00' CARBON STEEL CS 90 LR Elbow STD 90.0000 HOT 8" o 3 1.00' CARBON STEEL CS 150# RF WN Flange STD HOT 8" o 2 0.00' CARBON STEEL CS Cap STD HOT 8" o 136 1.42' CARBON STEEL CS Field Weld Gap_125 HOT 8" o 1 1.17' CARBON STEEL CS Straight Tee STD 90.0000 HOT 8" o 2 0.00' CARBON STEEL Eighth Bend 45.0000 HOT 8" o 1 0.81' CARBON STEEL Globe Valve HOT 8" o 7 438.80' CARBON STEEL No -Hub Pipe HOT 8" o 1 0.00' CARBON STEEL Quarter Bend 90.0000 HOT 8" o 2 0.00' CARBON STEEL Sixteenth Bend 22.5000 5203.97' N (o (o N (o N O N V N EVAPORATION COOLING SYSTEM DESIGN SUMMARY LA LINER EDGE 246' - 0" 492' - 1" OVERALL POND LINER 246' - 0" TOTAL NUMBER OF LATERALS = 6 FLOW RATE PER NOZZLE = 69.4 GPM PRESSURE AT NOZZLE = 60 PSI NOZZLE SPRAY ANGLE = 120 DEG NOZZLE CATALOG NUMBER = TF64 (SEE SHT 1973 FOR FULL SPECIFICATION) SPRAY PATTERN = FULL CONE, 18 TOTAL FREEBOARD = 24" ILB LINER EDGE 89' 8T_ LIMITS OF CONSTRUCTION �* cl PROJECT NORTH 011 t rLAN i ivt WULINU rUivu 1 If = 20'-0" ^G n 0 co co N (o N O N V N I- FLEX HOSE TENSION CABLE. TYPICAL @ EVAPORATION HEADER ENDS 0 w z J L1 ®--------------- 4 C, PROJECT NORTH 16 GV (E) FENCELINE 16 TO CHP PLANT FROM PUMP HOUSE — LIMITS OF CONSTRUCTION 2 FLOAT ASSEMBLY I 1965 3 1965 FLOAT DETAIL ASSEMBLY 2 SCALE: 1" = V-0" 1 1965 8" DIA HEADER AND 4" DIA LATERALS STAINLESS STEEL WATER EDGE ` SITE EVAPORATI N FLOW INTERCONNECTION GV POINT. CHP PLA T PIPING CONNECTION TO 8" HEADER EVAPO TIVE SPRAY SYSTEM zWw J co ag5- IL = a O U a Z 0WO w1�-00 I PIPE TRENCH 3 1965 SITE PLAN EVAPORATIVE PIPE HEADER INTERCONNECTION 3/8" = 1'-0" CONCRETE HEADER PIPE SUPPORT PIERS LU LU w z J ----------------® L1 GATE VALVE CARBON STL 1 1 COLD -WATER FROM GATE VALVE SS 1 12 EVAP HEADER AND SADDLE SUPPORT HEADER PIER L1 LINER EDGE `0 SECTION EVAPORATIVE PIPE HEADER & LATERAL 3 SCALE: 1/2" = V-0" 1 1965 SCHEDULE EVAPORATION COOLING SYSTEM EQUIPMENT Mark ID Qty Description Material / Grade Manufacturer 1 Supplier 1 Model # 1 54 36"x36"x12"DP HIGH ECAPSULATED PLASTIC 'EAGLE' FLOAT' EXTRA STRONG VIRGIN POLYETHYLENE CONTAINING ULTRAVIOLET INHIBITORS HENDREN PLASTICS 2 108 T-0" LG x 3/16" FLAT BAR FLOAT BASE STAINLESS STEEL 3 216 3/8" DIA -16UNC GALV PERMA CLIP FASTENERS W/NUT AND (2) WASHERS STAINLESS STEEL McMASTER-CARR 4 58 W4x13x15" LG DRILLED TOP HOLES FOR PIPE CLAMP / CABLE SUPPORT UBOLTS STAINLESS STEEL 5 108 OVAL SHAPED STAINLESS STEEL CONNECTING LINKS,1400# WORKING LOAD LIMIT STAINLESS STEEL ASC Engineered SolutionsTM 6 54 4"x1/2" THK STAINLESS STEEL PIPE CLAMP W/ (4) NUTS STAINLESS STEEL ASC Engineered SolutionsTM 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 WELD-O-LET, FEMALE THREADED STAINLESS STEEL 10 14 8" DIA EVAPORATION HEADER PIPE SADDLE HOT DIPPED GALVINIZED STEEL 11 8 HAND WINCH FOR WIRE ROPE HOT DIPPED GALVINIZED STEEL PART# 3196T24 McMASTER-CARR 12 6 4" GATE VALVE STAINLESS STEEL 15 8 CAP ASTM CARBON STEEL 16 57 1200 ft 1/4" DIA CABLE 18-8 STAINLESS STEEL,1200# WORKING LOAD LIMIT, EXTRA LUBRICATED. ADDITIONAL HARDWARE: 1/4" CABLE CLAMPS 316 STAINLESS STEEL GRADE MIL-DTL-83420 McMASTER-CARR. CABLE PART# 8947T26, SOLD 50' LENGTHS. CLAMP PART# 3017T44 (2CLAMPS PER PACK) 120 DEGREE COOLING SPRAY PATTERN MOUNTING HARDWARE - (1) WINCH RIGHT SIDE HANDLE,1500# MAX. CAPACITY, 1/4" DIA CABLE, McMASTER-CARR PART #3196T24. 1'-0" (1)1/4" DIA CABLE 18-8 STAINLESS STEEL,1200# CAPACITY, EXTRA LUBRICATED, 100'LG., McMASTER-CARR PART #3461T69. (3 EACH) GALVANIZED BOLTS, NUTS, WASHERS; 3/8"-16UNC HEX BOLTS 4" LG., HEX NUTS, FLAT & LOCK WASHER. (1) OVAL SHAPED STAINLESS STEEL CONNECTING LINKS,1400# CAPACITY, McMASTER-CARR PART #8947T26. (2) CABLE CLAMPS 1/4" 316 STAINLESS STEEL, McMASTER-CARR PART #3017T44 (2) CLAMPS PER PACK. CABLE TENSION DETAIL 4 SCALE: 1" = V-0" 1965 i i 4" o COLD PIPE !� EVAPORORATION COOLING PIPE Q1 EVAPORATIVE COOLING SYSTEM WATERLINE 60MIL HDPE LINER i ��;ti1y411lf1���ff ,C Off''•# .?SEAL ' 28308 BOT POND SURVEY EL 88.4' 1 n co co N (o N O N V N LA ® LINER EDGE T�OC PUMP HOUSE vSURVEY EL 94.2' ICTION FROM POND ICTION FROM POND inn i w vvviw 7 LIIVtK tUbt 11'-6" 3'-6" WALK LA 4 C, PROJECT NORTH PUMP STATION, MCC#2 BUILDING & SERVICE BRIDGE 1 /41I = 1 I-0" SCHEDULE PUMP STATION EQUIPMENT Mark ID Qty Description Material 1 Grade Manufacturer 1 Supplier 1 ASTM CARBON STEEL A 2 1.25"xl .25" TUBE STEEL SAFETY RAIL ASTM A36 1 SAFETY YELLOW 1 OSHA 1910 B 2 FLANGED END BASKET STRAINER CAST IRON Mueller Steam Specialty C 2 CHECK VALVE CAST IRON D 4 GATE VALVE CAST IRON E 1 8" PROLINE PROMAG W 400 ELECTROMAGNETIC FLOWMETER AISi 10mg COATED (PAINTED PURPLE TO IDENTIFY RECLAIMED WATER) ENDRESS + HOUSER (Max. process pressure PN 40, Class 300, 20K) F 3 8/4 REDUCING ELBOW ASTM CARBON STEEL G 2 6" TEE ASTM CARBON STEEL H 4 90 ELBOW ASTM CARBON STEEL J 2 6" DIA POLY -SWING FOOT VALVE & BASKET SCREEN HIGH DENSITY POLYETHYLENE BODY/ STAINLESS STEEL WORKING PARTS TERMPRO K 2 6" Y STRAINER M 2 45 ELBOW ASTM CARBON STEEL M-0113114 2 CIRCULATION COOLING WATER PUMPS, 4x6-11 H S, BRONZE FITTED, 250HP@36001447TS BODY CAST IRON 1 FITTINGS BRONZE. PAINTED PURPLE TO INDENTIFY RECLAIMED WATER (NON -POTABLE) ITT GOULDS PUMPS. MODEL#3410-S COLD RETURN TO PLANT FROM PUMP HOUSE SHED ROOF & BRACING 1 — ELEVATION 1 /41I = 1'-0" 480V,3PH,3W FED FROM 500KVA TRANSFORMER CONNECTED LOAD 635 FLA EFFECTIVE LOAD 483FLA - -- (4)500MCM/PH N O 0 D LA ® LINER EDGE TENSION CABLE SYSTEM GATE VALVE l A�, OSHA COMPLIANT FOOT VALVE BASKET / SCREEN AND LATERAL TORSION SUPPORT RICIffifflum (01 A) I MAIN CB (LSI) MCC HORIZONTAL BUS 480V, 3P, 3W, 1200A, 65 KAIC END 1(03A) 1(04A) (02 E) 1(02F) oCB-0113 o CB-0114 0 CB-LC4 o CB-SP1 D D D % D SIZE 6 SIZE 6 T T FEEDER M-0113 CIRCULATING WATER PUMP #1 3600 RPM/302 FLA M-0114 CIRCULATING WATER PUMP #2 3600 RPM/302 FLA PUMP HOUSE MCC #2 ONE -LINE --- 15KVA,1 � 480Vab-240/120V TRANSFORMER --------------------- UTILITIES LOAD CENTER, 31.25 FLA SPARE 75 n N V (o (o N (o N O N V N MEDIA: CONDENSATE PRESSURE: l PIG FLOW: 81,000#/FIR TEMPERATURE: 159 °F MEDIA: STEAM (LOW) �.. PRESSURE:10 PSIG PLOW: 81,000#/HR TEMPERATURE: 239 °F - T HEAT EXCHANGER HEAT EXCHANGER CONDENSER LOOP P&ID AND SPECIFICATIONS M ED [A: CIRCULATING WATER PRESSURE: 115 PSIG FLOW: 1250', OPM TEMPERATURE: 80 °F MEDIA, CIRCULATING WATER PRESSURE: 75 PS10 FLOW: 12501 GPM TEMPERATURE: 2051 OF 8" S H 20 STEEL PIPES FLANGED TO HEAT EXCHANGERS PI FOOT VALVES WITH 6" 6" 6" BASKET SCREEN BS 6" 6" S )FE PD — L PI 6" 6" 6" >a BS NOTE: This is a standard heat exchanger designed to ensure there is no mixture of the two inedia (pond water and steam from boiler) never mix. Simply put, no wastewater from the power plant goes back to the pond. DDT 6" 6" S 8" 2" GATE VALVE CITY OF WILSON WATER -pq TREATMENT PLANT RECLAIMED WATER RECLAIMED POND WATER MAKEUP VALVE C COMPLETE NOZZLE SPECIFICATION: NOZZLE MODEL NUMBER = TF64 TOTAL NUMBER OF LATERALS = 6 SPRAY PATTERN = FULL CONE, 18 NOZZLES TOTAL FLOW RATE PER NOZZLE = 69.4 GPM PRESSURE AT NOZZLE = 60 PSI KFACTOR = 26.7 GALLONS PER MINUTE = 207 NOZZLE SPRAY ANGLE = 120 DEG PHYSICAL WEIGHT (OZ) = 22 x{�;t441IfIIIjolf ARO •; 28308 *. yN n N V (o (o N (o N O N V N CONCRETE NOTES 1. All reinforced concrete materials shall be proportioned, fabricated, delivered, and placed its accordance with AcI. Standard AC1318-14 , "Building Code Requirements for Reinforced Concrete." Including latest supplement, . All concrete shall be entrained. Air entrainment shall be 5% +/ -1%. 3. Detailing of concrete reinforcement and accessories Shall be in accordance with A I Publication 315, "'Manual of Standard Practice for Detailing Reinforced Concrete Structures.a01 4. All concrete shall have sand and gravel cr crushed store aggregate Type 1, Portland Cement, and a compressive strength of4000 PSI ire 28 days. Normal weight aggregate shall conform to ASTIVI C33. 5. Contractor shall submit proposed concrete proportions, along with supporting documentation, 6. U.N.O, all concrete reinforcing bars shall cotlform to ASTM A615, Grade 60. Column tins, field beat vowels, and No. 3 bars when used as stirrups shall conform to ASTM A615, Grade 60. 7. All welded wire fabric shall conform to ASTIVI Al 5 and shall be supplied in flat sheets. Where splices are required, welded wire fabric shall be lapped two fall wire panels and shall be fastened securer together with wire. S. U.N.O. concrete cover steel reinforcement shall conform to the minimums required by pa-ragraph 7.7 of ACI 318.81 9. U.N.O. lap slices and embedment lengths shall corforrn to Table A on this DWG Manual 5P-17, Class B splices. 10.Rei nforcing shall be supported with plastic chairs and secured in its correct location to prevent displacement during placement of concrete, 11.Reanforcing 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 c&ntinuous reinforcement in beams shall be made over the support for bottom bars and at mid -span for the top bars. 1 ,Provide corner bars it 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 reinfor'cIng bars with which they lap, and legs shaIM extend per Table A. 13,Extend horiRontal reinforcement at intersecting walls and footings beyond the point of intersectiGn 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 gram beams, extend top beam reInforcement across the joint formed by the intersecting pier, grade beam, etc. and provide standard ACI 90 degree hoofs or all such, reinforcement. 15,Joints not shown shall be made and located to bast impair strength and appearance of structure_ As approved by HILT representatives. No horizontal joints shall be permitted in concrete except where they normally occur or where noted, Vertical joints shall occur near centers of spars at locations approved by HRT representatives. 16,AII construction joints shall be prepared by roughening the surface of the concrete it an approved manner so that the aggregate shall be exposed uniformly, leaving no loosened particles or damaged concrete, 17.Expan.5ion joint.5 to be cleared of all loose material and filled with a silicone grout, SITE PREPARATION 1. Remove topsoil or any surface material not suitable for sorb -fill. . P rovide a d q uate p recauti on to onsu re that ru n off wa ter & seepage from excavatio ns i s d ra i n ed away f ro rn t he const ru ction a rea. 3. Extend excavation 5' outside the perimeter grade beams. EXCAVATION FILL 1. Utilities: Project engineer must request I ocat i on of underground utilities by a "Call before You Dig" utility crew at least 4 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. . Remove existing silty sand containing organic fines and wood fragments and waste in manner suitable t0 project owner. . Sca rift' exposed sub rade at least six inches in depth a nd recampact 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 ATM D- 9 (standard proctor), Maintain ,moisture within +/- two percent the theoretical optimum. 5, Maintain adequate drainage of disturbed areas during construction to reduce ,moisture fIuctuaitions in the su bgrade. Suck 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 bears. 8. Place vapor barrier. 9. Place steel. W. G eotextiie fabrics may be placed over moist re sensitive soils to permit compaction of succeeding fill layers. 11. Alternate corn paction techniques maV be used by others based on preva1ling moisture, time demands, and ether economic factors, RECLAIM WATER LABELING 1. All reclaimed water valves, storage areas and outlets will be tagged or labeled to warn the public and employees that the water is not intended for drinking. Example tag/label below. 18,ProvEde chamfers as detailed on architectural drawings. 2. All reclaimed water piping, valves, outlets and other appurtenances will be color coded/taped to identify the source water as being reclaimed water. 19.Expanslon buts 1nistaIled iri poured - ire -place concrete shall be wedge anchors of the size shown (Hilti Kwik-bc)lt 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. 0. All anchor bolts shall conform to A5TIVI A307, unless noted otherwise, 1. Grout shall be prepackaged, no -metallic, non-gaseous. it shall be non -shrink when tested according to CRDC-6 1 at a fluid consistency (flow cone) of 5+/ -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, 2 . 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. CONSTRUCTION NOTES a. Piping and appurtenances will be colored purple and embossed or integrally stamped "CAUTION: RECLAIMED WATER - DO NOT DRINK" or be installed with purple identification tape or polyethylene vinyl wrap. The warning will be stamped on opposites sides of the pipe and repeated every three feet or less. b. The identification tape will be at least three inches wide and have white or black lettering on purple field stating "CAUTION: RECLAIMED WATER - DO NOT DRINK". Identification tape will be installed on top of reclaimed water pipelines, fastened at least every 10 feet to each pipe length and run continuously the entire length of the pipe. c. Existing underground distribution systems retrofitted for the purpose of conveying reclaimed water will be taped or otherwise identified as noted above. This identification will be incorporated within 10 feet of crossing any potable water supply line or sanitary sewer line. 3. All reclaimed water valves and outlets will be of a type, or secured in a manner, that permits operation by personnel authorized by the entity that operates the reclaimed water system. 4. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non -potable quality. As an alternative to the use of locked vaults with standard hose bib services, other locking mechanisms such as hose bibs that can only be operated by a tool may be placed above ground and labeled as non -potable water. �ti��ty111ei#fiff# 0�frrri S E A ,C�L 2 THERMAL LOOP AND POND EVAPORATION SYSTEM DESIGN UPGRADES. =�8308C PCO JMC 07 / 24 / 23 1 ADDITIONAL NOTES. -: PCO JMC 03 /22 / 23 / N:''F _ PCO JMC 03 / 02 / 23 0 RELEASED FOR CONSTRUCTION. '•... No. Revision Description ..,,, '•,,11%�' Rev. By Approved By Date N v CO CO N_ CO N O N V N o w Lo U BOT POND o SURVEY EL 88.4' LB LINER EDGE L1 ® LINER EDGE SECTION LOOKING SOUTH SCALE: 1/8" = V-0" 1 1969 SECTION LOOKING EAST 2 SCALE: 3/32" = V-0" 1 1969 MEAN WATER LEVEL MEAN WATER LEVEL BOT POND SURVEY EL 88.4-70 LA ® LINER EDGE NN "tj%jIll ef1$rjfIt" CA � are �,� �7 � •� i � , SEAL �# 28308 PUMP_HOUSE� RVEY EL 94.2' �-W BOT POND RVEY EL 88.4' \ _'AOl �,EOC ,s G-2; G-24 f G-25 "9s POND t SUPPLY Tp `ss Hp � / d E?URN?ppu ET CO O R pump HO _/G-24 FROM G-25 "Os EXISTING FENCE THERMAL LOOP KEY PLAN 1 If = 80'-0" TRUE NORTH 'Z<< <<< -� o � 70 m 0 —,60c r \ G-22 _,sot dO 00� pR0 G-23 HOT SUPPLY TO G-1 9 SLUDGE BUILDING (CAPPED FUTURE USE) G-19 \ 0 HOT SUPPLY TO \ --o (X) BOILER BUILDING o (CAPPED FUTURE USE) � fwe 4'q ??" \ G-18 G-1$ v (n m� a 0 G 17�' �v CD O G17Cn 0 O- 0 G-15 G-16 -r— 11— LO G-16 G-14 It_,'01 Q°-o G-15 Al v9 G-20 �°c3 o G-13 �r-3 ACd G-14 t SUPPLY TO P0ND HO � \\ ,zat .toy o tot v �o _.66 "� s 2 0G 13 ' NTpPLANT PIPE BRIDGE CROSSING COLD REtuR G-21 _ � „5a o G-12 0 90c G-12-- 20 o,���� _- - M��S o G -11 '60t - G-1,� �G 5� is O io \ o - (G-6) 03 THERMAL LOOP AND POND EVAPORATION SYSTEM DESIGN UPGRADES. Revision Description UAR SE { /� spa+..{i ■f �4 �firri�rt�ttti LEGEND 'G' BUBBLE DESIGNATION = LOCATION OF UNDERGROUND TRENCH PIPE GUIDES. SEE PLAN / PROFILE SHEET SERIES 1964-1968 FOR EXACT LOCATION OF PIPE GUIDES AND ANCHORS. PURPLE ARROW DESIGNATES RECLAIMED POND WATER. RED ARROW DESIGNATES HOT CHP BOILER PLANT WATER. CONSTRUCTION LIMITS = EXISTING FENCE LINE = (G-1 )SI XPERIMETERi 0 0� HX TOWER AREA LOCATION Q C ilp- IK�� � 1►�i [� [tf/f �Z !f ��c3 v 0 co N_ co N 0 N V N I— ° ° oll El O °°co i 0 HX TOWER AREA LOCATION LIMITS OF CONSTRUCTION O U, z = 8" o COLD PIPE 8" o HOT PIPE - N706560.646' E2329674.502' CL PIPE109.558' pilffi THERMAL LOOP PLAN A SCALE: 1" = 40'-0" 1971 I�I�[e3:7.1�lififiY GUIDE G-1 N706451.778' E2329505.591' CL PIPE108.987' 100, (G-2) GUIDE G-21 — 8" o COLD PIPE 8" o HOT PIPE - Will illl (G-3 (G-4 107• COLD RETURN TO PLANT - ANCHOR A-2 $ COLD PIPE GUIDE G-4 GUIDE G-3 �— 8"oHOT PIPE � -HOT SUPPLY TO POND N 52° 47' 54" E N706209.599' N7060.157' "33 1145.16' E2329187.238' 171 \ Cl PIPE106 70 200'— 100, 1025' PROFILE PROFILE A (G-5 10; 108' ooi _ 1o1 ,ZOO -(G-6 -,toy ,aok )t -8" o COLD PIPE -GUIDE G-5 8'a� HOT PIPE_ I »o• 100, (G-1) (G-2) (G-3) (G-4) (G-5) (G-6) SITE MAIN DRIVE LIMITS OF CONTRUCTION IE 108.44' ANCHOR A-1 IE 108.44'�E 109.23' PROFILE H-X 2 SCALE: 1" = 10'-0" 1971 (G-1) (G-2) FROM HEAT EXCHANGER U_ FIN GRADE 111.9' w w N J 0.40'�(0.23°) GUIDE G-1 0.40''(0.23°) GUIDE G-2 0.40%(0.230) U ► IE 108.43' PROFILE A 3 (G-1 ) (G ) SCALE: 1" = 40'-0" (G-3) GUIDE G-3 0.40 (0.230) ANCHOR A-2 (G-3) (G-4) GUIDE G-4 0.40%(0.230) (G-4) (G-5) CONSTRUCTION FENCE 1 GUIDE G-5 0.40%(0.230) (G-5) (G-6) 104 105' 106' 8" o COLD PIPE GUIDE G-6 8"oHOTPIPE - 109, N706089.897' E2329029.547' CL PIPE105.991' 11108' UIDE G- (G-7) GUIDE G-6 0-40� GUIDE G-7 (G-6) (G-7) ��, 95•� 97•- 99 - 10a'-- '0f•— N705940.263' E2328857.84' CL PIPE105.486' ANCHOR GUIDE G-8 117 <v (G-8) N �; M �iM,Ts ANCHOR A-3 GUIDE G-8 *11A%I&IIIIIIIIlf % 7 + 0� ,{ f ,CA *• SEALp 202 IV ��f►f1f#1111Lt1�� 75 n co V N (o N O N V N (G-9) G-10 606' PROFILE G-1 1 G-12 PROFILE B 200' 200' 201 ' N705940. E2328857 CL PIPE1 GUIDE G-8 _ ---8" o COLD PIPE_ 8" o HOT PIPE 104•- 105' 106' ---- 107' -- ANCHOR A-3 - - - - - - - - - - S 14' 41'21"E 578.39' G-7) (G-8) THERMAL LOOP PLAN B 2 SCALE: 1" = 20'-0" 197 \ 103 \ 104— \ I 106'� \ 105' 67' 67' 67' 10T�\ >pq,� I I _ 105,—N706138.601' 10�7 _ rps, E2328804.693' _—CL PIPE105.489' \ GUIDE G-9 COLD RETURN TO PLANT _ W - o 'O8- IE 105.25' 04 -1 8"o COLD PIPE rO9' — — — — — —8" o HOT PIPE_ GUIDE G-10 ANCHOR A-4 GUIDE G-11 HOT SUPPLY TO POND (G-9) G-10 G-11 N706333.317' \ E2328758.677' CL PIPE101.603' S 14° 41' 21" E 578.39' 95' N706424.501' E2328734.773' CL PIPE103.218' 8" o COLD PIPE 8" aA HOT PIPE GUIDE G-12 BRIDGE PIERS (4 LOCATIONS) rp3 0 G-12 W d W I�IL I 7 O O_ 53' a a I bo bo GUIE IE G-20 G-1 3 G-20 0---- -- N706477.095' / G-20 E2328720.986' CL PIPE103.218' N706525.547' 8. ,E2328696.381' CL PIPE100.394' 8" o COLD PIPE 8" o COLD PIPE 8"o HOT PIPE 8" o HOT PIPE GUIDE G-13 ANCHOR A-5 N706520.16' E2328711.66' PIPE BRIDGE CROSSING CL PIPE99.697' G-13 (G-8) (G-9) G-10 G-11 G-12 CONSTRUCTION FENCE 0.40'- (0.23°) 0.40% (0.230) (No Slopd.51 % (2.58°) �.z e] (No Slope] I E 102.89' -� -- 3.49% (2.00°) 4.24% (2.430)_ IE 98.15' IE 97.88' PROFILE B SCALE: 1" = 20'-0" 1 197 `lytti�irfi,�r • �� 28308 f�firrt�4��x+��02� n co V N (o N O N V N I- G-13 G-20 ----------------------- o co N ANCHOR A-5 GUIDE G- N706520.318' E2328711.337' C{L, PIPE1�00.056' Y II I G-13 GUIDE G-20 I I I I N706525.313' E2328696.884' CL PIPE100.402' \ 3 A� \ o \ A S \ lG'yp $,S,\ \ �cF�G'oo e off'% -G-14 ----------G-20 N706659.85' E2328787.259' \ tia�A A/r0F CL PIPE102.485' GUIDE G-15 GUIDE G-15 G-14 1 __� V ANCHOR A-10 GUIDE G-16 8"o HOT PIF —8"o HOT N7os78 a' GUIDE G-16 E2328853.918" ANCHOR A-6 CL PIPE104.003' THERMAL LOOP PLAN C, D;E SCALE: 1 = 30 -0 1973 G-15 G-16 G-13 4.24% (2.430) 0.74% (0.43°) ANCHOR A-5 g o HOT PIPE IE 101.33' GUIDE G-13 8"o HOT PIPE PROFILE C 2 SCALE: 1" = 30'-0" 1 1973 G-16 200' G-14 CIE 102.22' IE 101.33' GUIDE G-14 _(No Slope] _ 1.75� % (1.00 ) ANCHOR A-6 GUIDE G-16 IE 103.31' PROFILE D 3 SCALE: 1" = 30'-0" 1973 PROFILE E 4 SCALE: 1" = 20'-0" 1973 GUIDE G-15 G-17 1.89% (1.080) IE 107.04, GUIDE G-17 GUIDE G-17 IE 103.31' IE 106.70' (No Slope] G-15 IE 102.22' IE 103.31, 0.78% (0.45°) GUIDE G-16 ANCHOR A-10 ANCHOR A-6 1.89% (1.080)_ IE 107.09' 200' ANCHOR A-7 G-17 G-18 1.89% (1.080) GUIDE G-18 GUIDE G-18 IE 109.85' 200' 600' PROFILE PROFILE D 1.89% (1.080) HOT SUPPLY TO (X) BOILER BUILM (CAPPED FUTURE G 18 � Lu G-19 a 0 N707370.872' HOT SUPPLYTO E2328673.871' SLUDGE BUILDING CL PIPE114.433' (FUTURE USE) 710 GUIDE G-18 C° 8"o HOT PIPE 8"o HOT PIPE \ o N J _8"o HOT PIPE _ GUIDE G-18 ANCHOR A-8 N707183.284' E2328737.614' CL PIPE110.544' 200' G-18 G-19 G-19 IE 109.85' ;i1111r]Ott ANCHOR A-8 **ti,`•'`, C A )�o',,}:, �� '� i��r. •.rear �� X EARNJ- 75 n co V N co N O N V N I- ANCHOR A-15CD COLD RETURN TO PLANT FROM PUMP HOUSE I I i _- ••••._' •• —T — _8"oHOT PIPE .•.._.._._.. . HOT PIPE Fv 8" o COLD PIPE COLD PIPE —GUIDE G.24 N706319.016' E2327918.429' CL PIPE91.457' G-25 G-24 THERMAL LOOP PLAN F \\ SCALE: 1" = 40'-0" 1974 G-25 ANCHOR A-15 \\ G-24 GUIDE G-2t GUIDE G-24 ANCHOR A-14 jh- n I F o m -n m I _ I 0 cn ru y � I O n r I n 1000' PROFILE PROFILE F I\ 20' - 0" LIMITS \ GUIDE $ GHO PIPE ANCHOR A-13 \ - — = 8" o COLD PIPE — — — -- t —(X) FENCE LINEI N706366.339' \ E2328110.932' CL PIPE98.152' G-23 4.01% (2.300) \\ G-22 G-13 401 LIMITS OF CONSTRUCTION HOT SUPPLY TO POND C GUIDE G-22 8„o HOT PIPE ANCHOR A-12 GUIDE G-21 GUIDE G-22 �o� 8"o COLD PIPE 8" o HOT PIPE LZ o 8" o COLD PIPE --;, — — — — ------ = GUIDE G-21—---_-_N q0� N706417.602' N706471.451' E2328303.573' (X) FENCE LINE E2328496.223, COLD RETURN TO PLANT CL PIPE101.907' CL PIPE99.91 \ / ,eon V A G-22 G-21 \\ \\ G-23 G-22 1000' PROFILE PROFILE F 4.46% (2.55°) 0.96•' (0.55°) GUIDE G-23 GUIDE G-23 ANCHOR A-13 GUIDE G-22 GUIDE G-22 0.76% (0.44°) ANCHOR A-12 0.76% (0.44°) GUIDE G-21 GUIDE G-21 G-14 G-20 GUIDE G-20 0�0 oQ N706525.198' o-- E2328696.465' p'� i��� CL PIPE100.753' `•, �' 70 �JQ N706526.979' a ,W GUIDE G-13 E2328707.234' �„ o CL PI o o _ ANCHOR A-5 U = Z � i9 T 1310, G-13 G-20 \\ W-0" LIMITS G-20 Slope] GUIDE G-20 G-14 PROFI LE F 2 �#t%31f4i11f11��IfI SCALE: 1 = 40-0 , ARp EL• °� s •; 28308 ( 225 (No Slope.1 : ' : ¢` 4 ; 7 _ 3.49% (2.00°) 4j* �� �;'•:�; I N ; •'• . —1.75% (1.00°) (No Slope] ' •` 0.20'-(0.11°) ' ff— 2 2� r�11���*�. PROFILE G 3 SCALE: 1" = 20'-0" 1974 co co N co N O N V N Appendix D Specifications Carolina Poultry Power - Wilson August 2023 Update SPECIFICATIONS TABLE OF CONTENT SPEC-1 In -ground Pond--------------------------------------------------------------------- SP-1 SPEC-2 Nozzle -Spray System--------------------------------------------------------------- SP-2 SPEC-3 Thermal Loop Duplex Pumping Station ----------------------------------------- SP-2 Spec-4 Installation, Quality Assurance and Control (QA/QC)------------------------------ SP-2 The evaporative cooling pond system consists of three main operating units (OU): a holding pond, a nozzle spray system and a duplex pumping station. The pond is not a biological treatment system. The operating goal of this system is to physically use heat energy to transform water from liquid phase into vapor phase using latent heat of evaporation, with resulting impact of cooling the renewable energy plant. The two operating units are interconnected by standard HDPE, Steel and PVC pipes and appurtenances as shown with dimensions and details on the engineering drawings enclosed herewith. A standard duplex pumping station with 250 HP cast iron, centrifugal pumps are used to pump cooling loop water in and out of the holding pond as detailed in enclosed engineering drawings. The rest of this Section describes and lists specifications of the three key operating units listed in table of content above, followed by construction guidelines to ensure quality and integrity of finished installations. Additional specification details are listed on engineering drawings enclosed herewith. SPEC-1 IN-GROUD POND Table SPEC-1 In -Ground Storage Pond Specifications 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 5.30 93.70 492.0 175.0 15.9 86,100 3.00 401,906 3,006,662 WLL-1501 4.80 93.20 489.0 172.0 14.4 84,108 3.00 359,356 2,688,339 WLL-1502 4.30 92.70 486.0 169.01 12.9 82,1341 3.00 317,796 2,377,433 WLL-1503 3.80 92.20 483.0 166.0 11.4 80,178 3.00 277,219 2,073,877 WLL-1504 3.30 91.70 480.0 163.0 9.9 78,240 3.00 237,616 1,777,604 WLL-1505 3.06 91.46 478.6 161.6 9.2 77,333 3.00 219,281 1,640,439 WLL-1506 2.83 91.23 477.2 160.2 8.5 76,429 3.00 201,159 1,504,869 WLL-1507 2.59 90.99 475.8 158.8 7.8 75,530 3.00 183,249 1,370,890 WLL-1508 2.36 90.76 474.3 157.31 7.1 74,6341 3.00 165,552 1,238,492 WLL-1509 2.12 90.52 472.9 155.9 6.4 73,743 3.00 148,064 1,107,670 WLL-1510 1.89 90.29 471.5 154.5 5.7 72,856 3.00 130,787 978,416 WLL-1511 1.65 90.05 470.1 153.1 5.0 71,972 3.00 113,718 850,724 WLL-1512 1.41 89.81 468.7 151.7 4.2 71,093 3.00 96,857 724,586 WLL-1513 1.18 89.58 467.3 150.3 3.5 70,218 3.00 80,202 599,9 S, WLL-1514 0.94 89.34 465.9 148.91 2.8 69,3461 3.00 63,754 47QPp1 WLL 1515 0.71 89.11 464.4 147.4 2.1 68,479 3.00 47,510 35-42 ` WLL-1516 0.47 88.87 463.0 146.0 1.4 67,615 3.00 31,471 23 dam. WLL-1517 0.241 88.641 461.6 144.6 0.7 66,756 3.001 15,634 116,%',/' WLL-1518 0.001 88.401 460.2 143.2 0.0 65,901 3.001 0 r�SEALr, f 28303 SP-1 Guidelines on Site preparation, earth work, and quality assurance and control for the in -ground pond follow below. SPEC-2 NOZZLE SPRAY SYSTEM Table SPEC-2 Nozzle System Specifications Nozzle Manufacturer, Brand Name BETE Nozzle Model Number TF64 Spray Pattern Full Cone Total Number of Nozzles 18 Flow Rate per Nozzle 69.4 GPM Pressure at Nozzle 60 PSI KFactor 26.7 Nozzle Spray Angle 120 Deg `,1111 ul1 eryirr = Physical Weight 22 OZ 2aa08 NE,'S'4 I1111111111111 SPEC-3 THERMAL LOOP DUPLEX PUMPING STATION Table SPEC-3 Electrical Specifications for Pumps of the Evaporative Cooling System DEVICE TAG APPLICATION HORSEPOWER VOLT/CYCLE MIN EFFICIENCY MOTOR TYPE WIRE QUANTITY CABLEMAX AMPS MOTOR WIRE SIZE M-0113/14 Centrifugal Pump 250 460/60 89.5% Induction 2 per phase 400A 3/0 M-0113/14 Centrifugal Pump 250 460/60 89.5% Induction 2 per phase 400A 3/0 Total Operating Amps 17.2 90%SF multiplier 1.1 Adjusted Total Amps 18.92 SPEC-4 INSTALLATION, QUALITY ASSURANCE AND CONTROL (QA/QC) The in -ground pond should be lined with geomembrane at hydraulic conductivity of at least 10-15 m/s. The liner will be the most critical component for protecting wastewater leakage into the ground. It must S P-2 be installed according to the International Association of Geosynthetic Installers (IAGI) guidelines by an installer in good standing. EFI USA, LLC (EFI) has been hired to install the geomembrane liner. EFI has agreed to certify the integrity and quality of their installation per the following company statement below: EFI QA/QC Statement: "EFI USA, LLC (EFI) is a long-time member of the International Association of Geosynthetic Installers (IAGI), and as such adheres to their geomembrane Installation Guidelines before, during, and after geomembrane installation activities. Further, EFI adheres to any geomembrane manufacturer installation specification where it may exceed the stringency of the IAGI guidelines. Throughout a geomembrane installation project, EFI's focus on Construction Quality Assurance (CQA) and Construction Quality Control (CQC) includes: Keeping records of Manufacturer's Quality Assurance (MQA) documentation Receiving, validating, and storing materials appropriately prior to installation Maintaining documentation of installation activities such as: • Geomembrane materials deployment/placement • Welding/seaming equipment testing. • Geomembrane liner and/or cover panel seaming. }5111111f1flfl c A R p''% -`2 °4SEALr/'7 n 1 28308.......... !ffl 11 lli 1411` • Non-destructive testing, such as vacuum box testing or channel air pressure testing • Destructive testing, when required" CONCRETE NOTES 1. All reinforced concrete materials shall be proportioned, fabricated, delivered, and placed in accordance with ACI Standard AC1318-14, "Building Code Requirements for Reinforced Concrete" Including latest supplement. 2. All concrete shall be entrained. Air entrainment shall be 5% + / -1%. 3. Detailing of concrete reinforcement and accessories shall be in accordance with ACI Publication 315, "Manual of Standard Practice for Detailing Reinforced Concrete Structures" 4. All concrete shall have sand and gravel or crushed stone aggregate Type 1, Portland Cement, and a compressive strength of 3000 PSI in 28 days. Normal weight aggregate shall conform to ASTM C33. 5. Contractor shall submit proposed concrete proportions, along with supporting documentation. 6. U.N.O, all concrete reinforcing bars shall conform to ASTM A615, Grade 60. Column ties, field bent dowels, and No. 3 bars when used as stirrups shall conform to ASTM A615, Grade 60. 7. All welded wire fabric shall conform to ASTM A185 and shall be supplied in flat sheets. Where splices are required, welded wire fabric shall be lapped two full wire panels and shall be fastened securely together with wire. 8. U.N.O. concrete cover steel reinforcement shall conform to the minimums required by paragraph 7.7 of ACI 318.83. 9. U.N.O. lap slices and embedment lengths shall conform to Table A on this DWG Manual SP-17, Class B splices. 10. Reinforcing shall be supported with plastic chairs and secured in their correct location to prevent displacement during placement of concrete. 11. Reinforcing bars may be spliced only as shown on the drawings except that reinforcement designated as "Continuous Reinforcement" may be lap spliced per Table A. Lap splices of S P-3 continuous reinforcement in beams shall be made over the support for bottom bars and at mid - span for the top bars. 12. Provide corner bars in outside faces and inside faces of all reinforced intersecting walls, footings, and grade beams. Number, size, and spacing of corner bars shall be equal to number, size, and spacing of horizontal reinforcing bars with which they lap, and legs shall extend per Table A. 13. Extend horizontal reinforcement at intersecting walls and footings beyond the point of intersection to the opposite face and bend to a standard 90 degree hook, or provide bent bowels of equal size and spacing, , lapped per Table A. 14. At discontinuous ends of grad beams, extend top beam reinforcement across the joint formed by the intersecting pier, grade beam, etc. and provide standard ACI 90 degree hooks on all such reinforcement. 15. Joints not shown shall be made and located to least impair strength and appearance of structure. As approved by HRT representatives. No horizontal joints shall be permitted in concrete except where they normally occur or where noted. Vertical joints shall occur near centers of spans at locations approved by HRT representatives. 16. All construction joints shall be prepared by roughening the surface of the concrete in an approved manner so that the aggregate shall be exposed uniformly, leaving no loosened particles or damaged concrete. 17. Expansion joints to be cleaned of all loose material and filled with a silicone grout. 18. Provide chamfers as detailed on architectural drawings. 19. Expansion bots installed in poured -in -place concrete shall be wedge anchors of the size shown (Hilti Kwik-bolt or approved equal). All expansion bolts shall have bolt length designation stamped on threaded end and confirm to 1994 UBC for load rating with special inspection. 20. All anchor bolts shall conform to ASTM A307, unless noted otherwise. 21. Grout shall be prepackaged, no -metallic, non-gaseous. It shall be non -shrink when tested according to CRDC-621 at a fluid consistency (flow cone) of 25+/ -5 seconds. Grout shall attain 5000 PSI compressive strength in 28 days at above flow and shall not bleed. Grout shall be moist cured for 24 hours after placement. 22. All trenches, sumps, and curbs not poured monolithic, are to have an approved water stop at all construction joints. 23. Finish floor to have a broom finish. 24. Owner shall be responsible for any hazardous waste and the removal of same that is found on the site. SITE PREPARATION 1. 2. Remove topsoil or any surface material not suitable for sub -fill. Provide adequate precautions to ensure that run off water & seepage from excavatio 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 ns is drained underground utilities have been located. Operators of tractors and other equipment with mast or poles must check for overhead utilities before raising the masts or poles. 2. Remove existing silty sand containing organic fines and wood fragments and waste in manner suitable to project owner. S P-4 3. Scarify exposed subgrade at least six inches in depth and recompact to density specified below. 4. Place subsequent lifts on select fin thin layers not exceeding eight inches in loose thickness to the desired rough grade and compact each lift to at least 95 percent of the density defined by ASTM D-698 (standard proctor). Maintain moisture within +/- two percent the theoretical optimum. 5. Maintain adequate drainage of disturbed areas during construction to reduce moisture fluctuations in the subgrade. Such measures may include ditches, sumps and/or wellpoints. 6. Fills of naturally or artificially graded approved materials conforming to 304.02 of ashto fill may be compacted using relatively strict moisture control. 7. Dig grade beams. 8. Place vapor barrier. 9. Place steel. 10. Geotextile fabrics may be placed over moisture sensitive soils to permit compaction of succeeding fill layers. 11. Alternate compaction techniques may be used by others based on prevailing moisture, time demands, and other economic factors. `,,,y,❑1llll fl,, pO9 :- SEAL e J ' 28308 I!!!l11I11,151,�1 S P-5 Appendix E Engineering Calculations Carolina Poultry Power - Wilson August 2023 Update DESIGN PARAMETERS: Mass and Energy Balance PROJECT: Evaporation Cooling Pond System RG2 Wilson, North Carolina BY: Qualia Data Solutions Date: 8/1/2023 DESIGN SUMMARY Variabl Unit Value M Ref/Comment WLL-1000 Thermal Loop: Flow In gpm 1,218 WILL Thermal Loop: Flow Out gpm 1,218 WLL-1002 Thermal Loop: Flow In gpd 1,753,920 WLL-1003 Thermal Loop: Flow Out gpd 1,753,920 WLL-1004 Inffluent from condenser gpd 1,753,920 WLL-1005 Reclaim Water to pond gpd 223,676 WLL-1006 Reclaim Water to pond gpm 155 WLL-1007 Influent from Other sources gpd 0 No other sources WLL-1008 Influent from Stormwater gpd 0 Diverted away WLL-1009 Net from rain into pond average gpd 1,416 Rain onto pond surface WLL-1010 Precipation - Lake Evaporation in/yr 9.6 WLL-1011 Free Board ft 2 WLL-1012 Slope: linear- length/height ratio 3.0 WLL-1013 Total Net Influent Flow gpd 1,979,012 WLL-1014 Hydraulic retention time day 1.73 WLL-1015 Length of pond Ift 400 WLL-1016 Width of pong ft 200 WLL-1017 Depth of pond ft 7 WLL-1018 ENERGY BALANCE WLL-1019 Temperature of flow in ° F 205 WLL-1020 Temperature of flow out ° F 80 WLL-1021 Temperature drop, delta T deltaT 125 WLL-1022 Cooling load Btu/day 1,828,461,600 WLL-1023 Evaporative cooling loss gpd 225,092 WLL-1024 Evaporative cooling loss gpm 156 WLL-1025 Latent heat of evaporation @ 205 F Btu/lb 974 WLL-1026 Total Net Effluent Flow gpd 10,, Will- 1,979,012 Net: IN - OUT = 0 DESIGN PARAMETERS: Mass and Energy Balance PROJECT: Evaporation Cooling Pond System RG2 Wilson, North Carolina BY: Qualia Data Solutions Mass Balance Details Unit Value Ref/Comment Variable WLL-1100 Thermal Loop: Flow In gpm 1,218 WLL-1101 Thermal Loop: Flow In gpd 1,753,920 WLL-1102 Thermal Loop: Flow In MGD 1.754 WLL-1103 Precipitation, net gpm 0.983 WLL-1104 Precipitation, net gpd 1,416 WLL-1105 Reclaim Water to pond gpm 155 WLL-1106 Reclaim Water to pond gpd 223,676 WLL-1107 Reclaim Water effluent MGD 0.224 WLL-1108 Other Sources gpm 0 No other sources WLL-1109 Other Sources gpd 0 WLL-1110 Other Sources MGD 0 WLL-1111 Total Effluent gpm 1,374 WLL-1112 Total Effluent gpd 1,979,012 WLL-1113 Total Effluent MGD 1.979 WLL-1114 Total suspended solids, TSS mg/L <10 WLL-1115 Biological Oxygen Demand, BODS mg/L < 5 WLL-1116 jTotal Kjadahl nitrogen, TKN mg/L < 5 WLL-1117 Total ammonical nitrogen, NH3-N mg/L <5 WLL-1118 Temperature of flow in ° F 205 WLL-1119 Temperature of flow out ° F 11111sib, 80 o4:�Es5ia•Cf - 28308 -P '.vGINEF4'G�q: N. '"'111111111111 W LL-1200 W LL-1201 W LL-1202 W LL-1203 W LL-1204 W LL-1205 W LL-1206 W LL-1207 W LL-1208 W LL-1209 W LL-1210 W LL-1211 W LL-1212 W LL-1213 DESIGN PARAMETERS: Other Sources: Effluent Mass and Energy Balance PROJECT: Evaporation Cooling Pond System RG2 Wilson, North Carolina BY: Qualia Data Solutions Date: 8/1/2023 Variable jUnit Ivalue Ref/Comment Other Snurres This computation model output page is left blank because there are no other pond influent sources other than reclaim water and direct rain onto pond surface, in addition to the internal recirculating flow between condenser and pond. GAR v SEAL r - f 28308 ��-P '.vG1NEF4'G�q: Rainfall, Snow, lake evaporation, 10-yr 1-hr rain DESIGN PARAMETERS: intensity PROJECT: Evaporation Cooling Pond System RG2 Wilson, North Carolina BY: Qualia Data Solutions Date: 8/1/2023 Variable Unit Value Ref/Comment 11111 FilsonProjected Precipitation is 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 December in 3.27 WLL-1312 Total precipation in 41.63 WLL-1313 Total average snow in 4.00 WLL-1314 Average annual lake evaporation in 36.00 WLL-1315 Rain + snow - Evaporation in 9.63 WLL-1316 10-year, 1-hr rainfall intensity in 2.60 Only direct pour to pond considered WLL-1317 25-year, 24-hour rainfall in 6.10 24-inch freeboard WLL-1318 Temperature of rainwater ° F 70 Average gun►► CA �D o4:�Es5ia•{� SEALr v 28308 'r DE M. �►►'►+r rrr rtrtiti�+'�� W LL-1400 W LL-1401 W LL-1402 W LL-1403 W LL-1404 W LL-1405 W LL-1406 W LL-1407 W LL-1408 W LL-1409 W LL-1410 DESIGN PARAMETERS: Stormwater Mass and Energy Balance PROJECT: Evaporation Cooling Pond System RG2 Wilson, North Carolina BY: Qualia Data Solutions Date: 8/1/2023 Variable jUnit IValue lRef/Comment Storm water metrics This storm water computation model output page is left blank because all storm water will be diverted away from the pond. -AR SEAL r v - { 28308 Co rrrrrtir DESIGN PARAMETERS: Volume and Level Computations PROJECT: Evaporation Cooling Pond System RG2 Wilson, North Carolina BY: Qualia Data Solutions Date: 8/1/2023 Wellons EVAPORATIVE VOLUME VERSUS DEPTH # Depth Elevation Length Width X, Linear Area slope Cum. Vol. Cum. Vol. ft ft ft ft sq.ft cu.ft gal WLL-1500 5.30 93.70 492.0 175.0 15.9 86,100 3.00 401,906 3,006,662 WLL-1501 4.80 93.20 489.0 172.0 14.4 84,1081 3.00 359,356 2,688,339 WLL-1502 4.30 92.70 486.0 169.0 12.9 82,134 3.00 317,796 2,377,433 WLL-1503 3.80 92.20 483.0 166.0 11.4 80,178 3.00 277,219 2,073,877 WLL-1504 3.30 91.70 480.0 163.0 9.9 78,240 3.00 237,616 1,777,604 WLL-1505 3.06 91.46 478.6 161.6 9.2 77,333 3.00 219,281 1,640,439 WLL-1506 2.83 91.23 477.2 160.2 8.5 76,429 3.00 201,159 1,504,869 WLL-1507 2.59 90.99 475.8 158.8 7.8 75,530 3.00 183,249 1,370,890 WLL-1508 2.36 90.76 474.3 157.3 7.1 74,634 3.00 165,552 1,238,492 WLL-1509 2.12 90.52 472.9 155.9 6.4 73,743 3.00 148,064 1,107,670 WLL-1510 1.89 90.29 471.5 154.5 5.7 72,856 3.00 130,787 978,416 WLL-1511 1.65 90.05 470.1 153.1 5.0 71,972 3.00 113,718 850,724 WLL-1512 1.41 89.81 468.7 151.7 4.2 71,093 3.00 96,857 724,586 WLL-1513 1.18 89.58 467.3 150.3 3.5 70,218 3.00 80,202 599,995 WLL-1514 0.94 89.34 465.9 148.9 2.8 69,346 3.00 63,754 476,944 WLL-1515 0.71 89.11 464.4 147.4 2.1 68,479 3.00 47,510 355,426 WLL-1516 0.47 88.87 463.0 146.0 1.4 67,615 3.00 31,471 235,434 WLL-1517 0.24 88.64 461.61 144.61 0.71 66,756 3.00 15,634 116,961 WLL-1518 0.00 88.40 460.2 143.2 0.0 65,901 3.00 0 0 ,%0,...... 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SEE � F " � .,11 Cn m -v IZ v m a v TI W y n � D v " -o � n � k C � I�3�(�y[�}��,•(t� } -" z c fJ4TE 3 ON DETAIL 6-03A2 z n, r/] 1 C ,1� 1`�6�1�(I��71_!, Sui0r=O_m mot]l!1mOO"`F,SI:��p�p4O TZ m�.�m�.'G�4=p-mmN4��p0.j❑�07mb ma�O�m(A;'e�,�,g1"{/l2zZ�zM���l��ia i ❑ �"* � C m � � m ❑ � _ � r: � vl m o m -+ � � MIN. 12" CLEAR N � In 'm -I. A = z :.�'"a a avm -, � n°10 o �m N Imn QS 0 m ° m ` -a MR•Li§ v;c-Im FROM INSIDE - - rrra�m,o nm ���, -p.0 � ❑ ❑ V � ? o p '° X � G Ip b tr W � �8n n-•Ib_-� �n�asn- TOP OF PIPE r*mioA �0 " �iX - =xrn {�.IN =. m , �""Q anb a � w ❑ ❑."�� m 1V p ==In rva ��mV1 TO BOTTOM On)�mvl nN _ s;� k.m 3 am ='° o = ❑ ° -, m 0, - o �;m wt �c CONE. 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SEE � F " � .,11 Cn m -v IZ v m a v TI W y n � D v " -o � n � k C � I�3�(�y[�}��,•(t� } -" z c fJ4TE 3 ON DETAIL 6-03A2 z n, r/] 1 C ,1� 1`�6�1�(I��71_!, Sui0r=O_m mot]l!1mOO"`F,SI:��p�p4O TZ m�.�m�.'G�4=p-mmN4��p0.j❑�07mb ma�O�m(A;'e�,�,g1"{/l2zZ�zM���l��ia i ❑ �"* � C m � � m ❑ � _ � r: � vl m o m -+ � � MIN. 12" CLEAR N � In 'm -I. A = z :.�'"a a avm -, � n°10 o �m N Imn QS 0 m ° m ` -a MR•Li§ v;c-Im FROM INSIDE - - rrra�m,o nm ���, -p.0 � ❑ ❑ V � ? o p '° X � G Ip b tr W � �8n n-•Ib_-� �n�asn- TOP OF PIPE r*mioA �0 " �iX - =xrn {�.IN =. m , �""Q anb a � w ❑ ❑."�� m 1V p ==In rva ��mV1 TO BOTTOM On)�mvl nN _ s;� k.m 3 am ='° o = ❑ ° -, m 0, - o �;m wt �c CONE. 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W °' Np NO m 'n O z 0O W W� Z O UA Ln PO o00 0Z� n �nON z D003: -r, ��z0 zDmz odz a z D n C;)� �i'Irm-n M 1 Z r Qp)0 0 G7N0 -100 ODw"mr1= 0 m m x 0 m U rn zo n M 0 m �; i� q�i 2 R� z m m z 0 M c/) r Z 0 < n r � 0 —C m O CI) D � o � j M —cw„ oa cn r r 0 mC) zyCC)M Z z m o oz� D 0 —m—I 0 D `0 o JzC r Q N 0 N cn r U7 m -n �—� O Z M z —I o 0 r c M z Z X cl) X N z r n 0 N 0 Ln,- z \MPF1 0) D O � D D 0 -0 --ry M �4 m Z C7 D M r rFl n m x D m q� a X 00 70 C z r-0C X M a: n x U C W m x .. U - Z _0 0 � 0 O ID— C x ri n o z C)x Lw c_ 0� W C n m x -1 Na z Z rn z W �c�n N 0 {n 133 r () O O Z X x EF j z z 0 r r � z o� �CnN m zC3 zm 0 K ti D D D Q D CO NOC r �cmnm W C)-4 O x r 0 0o D X Z W x N o M x n X x EF m o x M X X � D1 U) � x z K o zz t7 rn 0 Garry Kinson Subject: FW: CPP RG#2 Project - Wilson WWTP Turf Field Irrigation area From: Derek Williams <derek@farriorandsons.com> Sent: Thursday, August 3, 2023 11:53 AM To: Bobby Evans <bobbv@farriorandsons.com> Cc: Derek Williams <derek@farriorandsons.com> Subject: Re: CPP RG#2 Project - Wilson WWTP Turf Field Irrigation area Bobby, Yes, Ready Contractors capped off Zones 9-12 to cut-off all irrigation within the project area. These locations are shown as blue dots on the screenshot below. Then, the 8" main was cut and capped as part of the new reclaimed water tie-in, shown by red dot on screenshot below (also see pink pipe in photo below). This cut off Zone 13 and everything East of the red dot. Please let me know if you have any other questions. 2- 5 It 12 14 ,a A.Jk- -- 2 1 f 7 � 3-b � _ 13-2 f � Thank you. Derek Williams - Superintendent (919-922-1395) Farrior & Sons Construction "Our Foundation is Built on Integrity" 1, RMO LNU Sent via Samsung Note 9 Get Outlook for Android NORTfi CAROLI NA August 1, 2023 Rich Deming — CEO Carolina Poultry Power - Rg2, LLC 3730 N. Main Street Farmville, NC 27828 SUBJECT: Hot Water Use at the City of Wilson Water Reclamation Facility Dear Mr. Deming: Reclaim water heated to approximately 180°F in the Carolina Poultry Power CHP facility thermal loop process has been proposed to be returned to the City of Wilson WRF for beneficial use. In response to your request for a description of the tentatively planned hot water use at the City of Wilson Water Reclamation Facility, please see the narrative information below. At this time, we are unsure of exactly how we plan to utilize this water within our process, but currently, we plan to have the lines laid to a final destination near the three processes where we hope to be able to utilize it initially. Also, since we don't know exactly how it will be used, it is too early for us to estimate the volume we would expect to use each day. The three currently planned locations are: Biosolids Dewatering area; Boilers / Anaerobic Digestion area; and near the head of our BNR process. The City of Wilson operations staff will control the flow wherever we decide to utilize it. We will most likely use butterfly valves so we can moderate the flow rate as needed. If we feel it would be to our advantage later, we may decide to automate the control of the flow using actuator valves and operate through our SCADA system. Regardless, the City of Wilson operations staff will be solely responsible for turning on the flow and controlling it as needed to enhance our operations. We will only be taking a portion of the flow off the return line to the storage/evaporation pond. If we are not utilizing it, all of the flow will simply go to the pond where it will either recycle, or evaporate. Below are our current thoughts on how we may utilize. Biosolids Dewaterine area A possible use here would be to add hot water coils to our biosolids pasteurization unit where we convert our Class B biosolids to Class A biosolids using lime addition and heat pasteurization. The hot water coils could either replace or supplement the electrical heating coils in the pasteurization unit. Another option that is being considered and studied is possibly running hot water coils under a pad and applying biosolids to the pad and generating a Class A product after sufficient heating and drying has occurred. Boilers / Anaerobic Digestion area A possible use that has been considered here is to possibly feed the already heated water to our heat exchangers and replace or supplement the hot water being supplied from our dual fuel boilers (methane from anaerobic digesters as primary fuel and natural gas as back-up secondary fuel). The goal here would be to use less methane to heat water in our boilers and then be able to utilize that extra methane to generate electricity. Head of BNR Process area A possible use that has been considered here is to possibly feed the heated water slowly into our Biological Nutrient Removal (BNR) process. We would most likely feed it into the effluent flow from our primary clarifiers before it splits into our seven parallel BNR process trains (anoxic, aerobic, anoxic, post - CITY OF WILSON Page I of 2 INCORPORATED 1849 SUBJECT. Hot Water Use at the City of Wilson Water Reclamation Facility August 1, 2023 Page 2 of 2 aeration). The goal here would be to attempt to increase the temperature within the basins a few degrees (while of course not letting it get too hot to damage our micro-organisms) and the enhanced temperature would help increase the rate of biological activity within our BNR process. We would certainly expect to utilize more heated water here during the colder winter months. Please note that there shall be no discharge of reclaimed water at any time to a receiving stream, or ditch, etc., or to the groundwater table. The heated reclaim water utilized in the processes proposed above will be going back to the Wilson WMF from where the reclaim water was sourced. Additionally, all heated reclaim water utilized in the processes of the WRF will be treated and discharged in compliance with our existing NPDES permit. If you need any additional i Sincerely, 1 Jimmy Water Manager please contact me at (252) 399-2491, or via email at jpridgen@wilsonnc.org. Garry Kinson, Project Manager - East Energy Renewables Kyle Manning, Assistant Director of Public Utilities — City of Wilson Nick Eatmon, WWTP O&M Supervisor — City of Wilson Laura Pruitt, Water Reclamation Compliance Coordinator — City of Wilson Appendix G O&M Plan Carolina Poultry Power - Wilson August 2023 Update Carolina Poultry Power Evaporation Pond Operation and Maintenance Plan RG2 - Wilson Wilson, North Carolina Revision 0 - August 2023 Table of Contents Section 1 Pond Operations 1.1 The Pond.................................................................................................................................1 1.2 Personnel................................................................................................................................1 1.3 Visual Inspection...................................................................................................................2 1.4 Spray Nozzle System............................................................................................................ 2 Section 2 Maintenance 2.1 Spray Nozzle System............................................................................................................ 2 2.2 Pumps/Heat Exchangers.....................................................................................................3 2.3 Liner........................................................................................................................................ 3 Section 3 Safety Measures 3.1 Site Access.............................................................................................................................. 4 3.2 Emergency Actions............................................................................................................... 4 Section 4 Spill Prevention 4.1 Upsets and Bypasses.............................................................................................................5 4.2 Spill Control and Containment........................................................................................... 5 CPP-Wilson Pond O&M Plan i August 2023 Section 1 Pond Operations 1.1 The Pond The pond consists of a 3.4 Million gallon pond as pictured in Exhibit A. It is lined with a 60 mil HDPE liner. On the south side of the pond is located a pumphouse to operate the spray system. The pumphouse consists of two large (250 HP) pumps that will transfer water from the pond through an underground thermal loop system to supply cooling water to the main steam condensing heat exchanger at the Biomass Generating Plant. Heated (200oF) water is then returned through the underground thermal loop to a "header' located to the south side of the pond. From this header branches travel into the pond where water is sprayed through a matrix of evaporation nozzles where heat is given up (at a rate of 75 mmBTU/hr) and then collects in the pond to be reused in the thermal cycle. Importantly, the pond serves two important functions concurrently. It is the repository of waste water from adjacent industry and the area over which that water is evaporated. It is also the cooling pond for the CPP power plant. The most important result of this concurrent operation is that the pond operator must be cognizant of both keeping the legally mandated freeboard — or space from the water level to the top of the berm — always at two feet or greater, and also that the pond does not get too low to fulfill its function of a power plant cooling pond. 1.2 Personnel The CPP power plant is staffed 24/ 7 with two individuals —the Plant Operator, and the Assistant Plant Operator. Additionally, during normal business hours the Plant Manager is present, and occasionally the CPP VP of Operations. The operation of the pond is the responsibility of the Plant Operator; for the purposes of this manual, known only as the Operator. Other levels of management will oversee and assist the Operator. Certain certifications for the operation of the plant will be delegated by the state. These certifications will be obtained by the Plant Manager, Plant Operator and Assistant Plant Operator, and at least one member of the operations team with this certification will be onsite at all times. CPP-Wilson O&M Plan 1 August 2023 1.3 Visual Inspection At least once per eight -hour period, the Operator, or the Assistant Operator at his/her direction and from whom he/she will receive an immediate report, shall conduct a visual inspection of the pond. This shall consist during the day of walking the entire perimeter of the pond to check that there are no plumbing leaks, unusual water flows or other unusual activities such as malfunctioning pumps and to check that the level of the pond water and that the evaporation nozzle system is working correctly. Upon the conclusion of any visual inspection, any unusual activity that does not require immediate attention will be noted in the plant operations log and to the Plant Manager for remedial action as soon as reasonably possible. If any indications of problems are noted which require immediate change in operations of the pond, the Plant Manager will be contacted, and such proactive measures executed immediately. 1.4 Spray Nozzle System Along the east side of the pond, a pipe with water from the CPP facility is connected to several pipes which lay onto the water on a float system. Each of these pipes has a series of nozzles, through which hot water is pushed in order to create the required evaporation. The pressure, flow and temperature of the system is available for read-out on the Operators control panels at the plant. As part of regular facility monitoring, these indicators shall be tracked for any unusual activity that indicate a blockage or leak. Section 2 Maintenance 2.1 Spray Nozzle System During visual inspections, leaks along the piping shall be noted; any nozzle which does not appear to be functioning correctly —by comparison with the other nozzles and normal operation —shall be noted. Whenever blockage is indicated in more than one nozzle, it should be noted and maintenance of the nozzles scheduled. CPP-Wilson O&M Plan 2 August 2023 A general maintenance of the spray nozzle system will occur once every quarter. During this maintenance, the following items will be inspected: • The general effectiveness of the floatation system. Are any floats not functioning (i.e., appear to be submerged or partially submerged) If so, such floats shall be replaced or repaired. • Condition of the pipe and connections between the primary pipe and the nozzle piping. Are there any links between hard and flexile piping? Any other leaks or other wear or damage noted? Any sign of water escaping the pond? • General condition of the nozzles. Are the nozzles meeting the intended, or normal "umbrella" spray pattern. Is there sign of any damage or wear of the nozzles? If so it should be noted and the indicated nozzles cleaned, repaired, or replaced. 2.2 Pumps/Heat Exchangers The pump and heat exchanger system, as the cooling unit for the power facility, are critical components for both operations of the plant and the pond. Because of this, critical data points such as temperature and flow are part of the standard facility monitoring and logging. Any unusual indicators in this data will be noted and followed by visual inspection by the Operators. If visual inspection indicates additional attention/maintenance is required, Operators will note this to the Plant Manager and appropriate actions planned and execute as soon as reasonably possible. 2.3 Liner The liner of the pond is an integral part of the system. During all visual inspections, the liner shall be inspected for any sign of wear, damage, leak or accumulation of water or air underneath the liner. Any sign of water escaping form the liner shall be noted and mitigated immediately. CPP-Wilson O&M Plan 3 August 2023 Section 3 Saf etv Measures 3.1 Site Access Access to the site is controlled through a chain link fence that is locked after business hours. During the day, the pond is surrounded by continual business operation activity. All CPP Operators are to note if any unauthorized persons are near the pond; if noted, such unauthorized persons are to be given a verbal warning to leave the area. In case such warning is not headed immediately, the CPP Plant Manager is to be notified of the situation. If the Plant Manager is not available, and such unauthorized persons do not leave the area of the pond immediately, the authorities are to be contacted and directed to execute an arrest for trespassing. 3.2 Emergency Actions In the event of an Emergency, the Responsible Operator on site will act immediately, under the following directives: • In the event of the pond reaching within six inches of the required 24" freeboard level and rising, or that the pond level is within six inches of such level and that the local weather forecast indicates that a rain event in excess of 2" will likely occur within the next 24 hours, the Operator will shut off the reclaimed pond water makeup valve located on the north side of the pond. Under normal evaporation operations, the pond level will gradually fall to the required freeboard plus margin of error levels. • In the event that any persons, authorized or unauthorized, suffer an injury that requires more than minor attention, 911 shall be called and emergency assistance requested. • In the event that any persons, authorized or unauthorized, is in danger of drowning in the pond, 911 shall be called and emergency assistance requested. Additionally all effort is made to assist said persons with gaining the pond shore and recovering, to the extent possible without risk of additional loss of life. The Operator shall act in accordance with the Emergency Response Plan ensuring the appropriate personas have been notified of the incident and appropriate documentation made. CPP-Wilson O&M Plan 4 August 2023 Section 4 Spill Prevention 4.1 Upsets and Bypasses Upset and bypass conditions include power outages, extreme storm events/hurricanes, and unexpected mechanical failures. In the event of a power outage, the Wilson WMF will also lose power and the reclaim water generation process will stop. No additional reclaim water influent will enter the pond. If needed, an off -site generator can be brought in within 5 to 7 days to provide back-up power to the system. 4.2 Spill Control and Containment A CPP operator will be on -site at all times during facility operations that have potential for spills. All CPP employees have been instructed what to do if a spill occurs. Specifically, the following steps will be followed in the event of a spill: ■ Assess the Risk - Determine the nature and extent of the spill and what risk it poses to people, the environment, and property. ■ Protect Yourself - Use appropriate PPE (gloves, eye protection, etc.) before handling any spilled materials. ■ Confine the Spill - Minimize the spill area by using absorbent socks, booms and mats to contain the spill area. ■ Stop the Leak/Discharge - Upright, plug or patch the container. In the event of overflow of the pond, stop incoming water from HAM and pump to adjacent holding tanks. ■ Clean Spill Area - Use absorbent materials and necessary tools to remove any spilled materials and put into designated waste containers for proper disposal. The Operator shall act in accordance with the Spill Prevention Control and Countermeasure ("SPCC") plan ensuring the appropriate personas have been notified of the incident and appropriate documentation made. CPP-Wilson O&M Plan 5 August 2023 Section 5 Contact Information Person Name Organization Phone Number Mitchell Underwood CPP, Plant Manager 252-904-1128 Jean Sawa a CPP, VP Operations 443-668-4132 Rich Deming CPP, CEOP 252-253-3300 Fire Dept. Fire Dept. 911 (non -emergency) Office Of The Fire Marshal, City of Wilson 252-399-2880 NCDEQ - WaRO NCDEQ-WRO 800-858-0368 Nat. Spill Response Nat. Spill Response 800-424-8802 Kim Melvin Permit Engineer, Project Integration, Inc. 864-414-3059 CPP-Wilson O&M Plan 6 August 2023 a .0 _ems r