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08.12.25 Town Council Regular Meeting PacketPage 1 of 4 ] Welcome to the Prosper Town Council Meeting. Citizens may watch the meeting live by using the following link: www.prospertx.gov/livemeetings Addressing the Town Council: Those wishing to address the Town Council must complete the Public Comment Request Form located on the Town's website or in the Council Chambers. If you are attending in person, please submit this form to the Town Secretary or the person recording the minutes for the Board/Commission prior to the meeting. When called upon, please come to the podium, and state your name and address for the record. If you are watching online, please submit this form to the Town Secretary prior to 4:00 p.m. on the day of the meeting in order for your comments to be read into the record. The Town assumes no responsibility for technical issues beyond our control. In compliance with the Texas Open Meetings Act, the Town Council/Board/Commission may not deliberate or vote on any matter that does not appear on the agenda. The Council/Board/Commission, however, may provide statements of fact regarding the topic, request the topic be included as part of a future meeting, and/or refer the topic to Town staff for further assistance. Citizens and other visitors attending Town Council meetings shall observe the same rules of propriety, decorum, and good conduct applicable to members of the Town Council. Any person making personal, impertinent, profane or slanderous remarks or who becomes boisterous while addressing the Town Council or while attending the meeting shall be removed from the room, if so directed by the Mayor or presiding officer, and the person shall be barred from further audience before the Town Council during that session. Disruption of a public meeting could constitute a violation of Section 42.05 of the Texas Penal Code. Call to Order/ Roll Call. Invocation, Pledge of Allegiance and Pledge to the Texas Flag. Announcements of recent and upcoming events. CONSENT AGENDA: Items placed on the Consent Agenda are considered routine in nature and non-controversial. The Consent Agenda can be acted upon in one motion. Items may be removed from the Consent Agenda by the request of Council Members or staff. 1. Consider and act upon the minutes of the July 22, 2025, Town Council Work Session meeting. (MLS) 2. Consider and act upon the minutes of the July 22, 2025, Town Council Regular meeting. (MLS) 3. Receive the Quarterly Investment Report for the Third Quarter. (CL) Agenda Prosper Town Council Meeting Prosper Town Hall, Council Chambers 250 W. First Street, Prosper, Texas Tuesday, August 12, 2025 6:15 PM Page 1 Page 2 of 4 4. Consider and act upon an ordinance amending Division 7, "Addressing the Town Council," of Article 1.02 of Chapter 1 of the Town's Code of Ordinances by adding Section 1.02.194, "Addressing the Town Council." (TW) 5. Consider and act upon authorizing the Town Manager to execute an Interlocal Cooperation Agreement between the Town of Litle Elm and the Town of Prosper for the Coordination of the Ironman Competition route. (MC) 6. Consider and act upon authorizing the Town Manager to execute a Construction Agreement awarding Competitive Sealed Bid No. 2025-11-B to Ratliff Hardscape, Ltd. for the Doe Branch Pedestrian Trail and Bridge in the amount of $1,458,730. (DB) 7. Consider and act upon authorizing the Town Manager to execute the Roadway Design, Construction and Reimbursement Agreement between Prosper Economic Development Corporation, Blue Star Land L.P., and the Town of Prosper, Texas, related to the design and construction of Godwin Parkway. (HW) 8. Consider and act upon authorizing the Town Manger to execute Contract Amendment No. 1 to the Professional Engineering Services Agreement between Freese and Nichols, Inc., and the Town of Prosper, Texas, related to the design of the Custer Road 6MG Ground Storage Tank project for $164,750. (PA) 9. Consider and act upon an ordinance to rezone 0.6± acre from Planned Development to Single Family-15 on Haiman Addition, Block A, Lot 1, on 0.6± acre, located on the north side of Seventh Street and 120± feet west of Church Street. (ZONE-24-0002) (DH) 10. Consider and act upon authorizing the Town Manager to execute a Development Agreement between Haiman Family Wealth Trust and the Town of Prosper relative to Haiman Addition, Block A, Lot 1, on 0.6± acre, located on the north side of Seventh Street and 120± feet west of Church Street. (DEVAGRE-25-0001) (DH) 11. Consider and act upon whether to direct staff to submit a written notice of appeals on behalf of the Town Council to the Development Services Department, pursuant to Chapter 4, Section 1.5(C)(7) and 1.6(B)(7) of the Town’s Zoning Ordinance, regarding action taken by the Planning & Zoning Commission on Preliminary Site Plans and Site Plans. (DH) CITIZEN COMMENTS The public is invited to address the Council on any topic. However, the Council is unable to discuss or take action on any topic not listed on this agenda. Please complete a “Public Comment Request Form” and present it to the Town Secretary prior to the meeting. Please limit your comments to three minutes. If multiple individuals wish to speak on a topic, they may yield their three minutes to one individual appointed to speak on their behalf. All individuals yielding their time must be present at the meeting, and the appointed individual will be limited to a total of 15 minutes. REGULAR AGENDA: Pursuant to Section 551.007 of the Texas Government Code, individuals wishing to address the Council for items listed as public hearings will be recognized when the public hearing is opened. [If you wish to address the Council, please fill out a “Public Comment Request Form” and present it to the Town Secretary, preferably before the meeting begins.] Items for Individual Consideration: Page 2 Page 3 of 4 12. Consider and act upon an ordinance calling a Bond Election to be held on November 4, 2025, and providing for the administration of the Election. (RBS/CL) 13. Discuss and consider submission of the Preliminary Fiscal Year 2025-2026 Budget. (CL) 14. Consider and act upon accepting submission of the tax year 2025, fiscal year 2025- 2026, no-new-revenue tax rate of $0.482348 per $100 taxable value, voter-approval tax rate of $0.505000 per $100 taxable value, and preliminary property tax rate of $0.505000 per $100 taxable value. (CL) 15. Consider and act upon a proposed FY 2025-2026 property tax rate. (CL) 16. Consider and act upon scheduling a Public Hearing on the FY 2025-2026 Proposed Budget. (CL) 17. Consider and act upon scheduling a Public Hearing on the proposed Fiscal Year 2025- 2026 tax rate. (CL) 18. Conduct a Public Hearing to receive public comments concerning the amendment of the land use assumptions and capital improvements plan, and the imposition of an impact fee for water, wastewater, and roadway utilities. (DLH) 19. Conduct a Public Hearing and consider and act upon a request to rezone 18.7± acres from Planned Development-14 (Retail) to Planned Development-Retail on Netherly Survey, Abstract 962, Tract 7, located on the northwest corner of Legacy Drive and First Street. (ZONE-25-0004) (DH) 20. Discuss and consider Town Council Subcommittee reports. (DFB) Possibly direct Town staff to schedule topic(s) for discussion at a future meeting. EXECUTIVE SESSION: Recess into Closed Session in compliance with Section 551.001 et seq. Texas Government Code, as authorized by the Texas Open Meetings Act, to deliberate regarding: Section 551.087 – To discuss and consider economic development incentives and all matters incident and related thereto. Section 551.072 – To discuss and consider the purchase, exchange, lease, or value of real property for municipal purposes and all matters incident and related thereto. Section 551.074 – To discuss and consider personnel matters, including the evaluation of the Town Manager, and all matters incident and related thereto. Section 551.071 - To consult with the Town Attorney regarding legal matters associated with Town liability issues, and all matters incident and related thereto. Section 551.071 - Consultation with the Town Attorney to discuss legal issues associated with any Work Session or Council Meeting agenda item. Section 551.074 - To discuss appointments to the Board of Adjustment/Construction Board of Appeals, Parks & Recreation Board, Library Board, Prosper Economic Development Corporation Board, Planning & Zoning Commission, Community Engagement Committee, and the Downtown Advisory Committee, and all matters incident and related thereto. Page 3 Page 4 of 4 Reconvene in Regular Session and take any action necessary as a result of the Closed Session. Adjourn. CERTIFICATION I, the undersigned authority, do hereby certify that this Notice of Meeting was posted at Prosper Town Hall, located at 250 W. First Street, Prosper, Texas 75078, a place convenient and readily accessible to the general public at all times, and said Notice was posted by 5:00 p.m., on Friday, August 8, 2025, and remained so posted at least 72 hours before said meeting was convened. ________________________________ _________________________ Michelle Lewis Sirianni, Town Secretary Date Notice Removed Pursuant to Section 551.071 of the Texas Government Code, the Town Council reserves the right to consult in closed session with its attorney and to receive legal advice regarding any item listed on this agenda. NOTICE OF ASSISTANCE AT PUBLIC MEETINGS: The Prosper Town Council meetings are wheelchair accessible. For special services or assistance, please contact the Town Secretary’s Office at (972) 569 -1073 at least 48 hours prior to the meeting time. Page 4 Page 1 of 2 ] Call to Order/ Roll Call. The meeting was called to order at 5:00 p.m. Council Members Present: Mayor David F. Bristol Mayor Pro-Tem Amy Bartley Deputy Mayor Pro-Tem Chris Kern Councilmember Craig Andres Councilmember Cameron Reeves Council Members Absent: Councilmember Marcus E. Ray Councilmember Jeff Hodges Staff Members Present: Mario Canizares, Town Manager Terry Welch, Town Attorney Michelle Lewis Sirianni, Town Secretary Bob Scott, Deputy Town Manager Chuck Ewings, Assistant Town Manager Robyn Battle, Executive Director Larenz Taylor, Management Analyst Hulon Webb, Director of Engineering Chris Landrum, Finance Director David Hoover, Development Services Director Suzanne Porter, Planning Manager Todd Rice, Communications Director Stuart Blasingame, Fire Chief Items for Individual Consideration: 1. Receive an update regarding the Matrix review of Development Services processes. (CE) Mr. Ewings presented the item with a review of the previous recommendations, current process improvements, technology recommendations, and staffing recommendations. The Town Council discussed receiving feedback from the Developer’s Council, response timeframes, and creating a site to help guide people to the appropriate contact person and/or department. 2. Discussion regarding drone delivery location regulations. (DH) Mr. Hoover presented the item noting the capabilities of the deliveries and location of the nesting stations. Town staff is working on amending the ordinances for this item, which would require a Special Use Permit (SUP). The ordinance amendment would go to the Planning and Zoning Commission prior to the Town Council for approval. MINUTES Prosper Town Council Work Session Prosper Town Hall – Council Chambers 250 W. First Street, Prosper, Texas Tuesday, July 22, 2025 Page 5 Item 1. Page 2 of 2 The Town Council discussed the preferred location(s) for the nesting stations. EXECUTIVE SESSION: Recess into Closed Session in compliance with Section 551.001 et seq. Texas Government Code, as authorized by the Texas Open Meetings Act, to deliberate regarding: Section 551.087 – To discuss and consider economic development incentives and all matters incident and related thereto. Section 551.072 – To discuss and consider the purchase, exchange, lease, or value of real property for municipal purposes and all matters incident and related thereto. Section 551.074 – To discuss and consider personnel matters and all matters incident and related thereto. Section 551.071 – Consultation with the Town Attorney to discuss legal issues associated with any agenda item. Section 551.071 - To consult with the Town Attorney regarding legal matters associated with amendments to the Town's Code of Ordinances regarding recent legislation, and all matters incident and related thereto. Section 551.071 - To consult with the Town Attorney regarding legal matters associated with amendments to Article 1.02 of Chapter 1 of the Town's Code of Ordinances, and all matters incident and related thereto. The Town Council recessed into Executive Session at 5:40 p.m. Reconvene into Work Session. The Town Council reconvened at 6:15 p.m. No action was taken. Adjourn. The meeting was adjourned at 6:15 p.m. These minutes were approved on the 12th day of August 2025. APPROVED: David F. Bristol, Mayor ATTEST: Michelle Lewis Sirianni, Town Secretary Page 6 Item 1. Page 1 of 6 ] Call to Order/ Roll Call. The meeting was called to order at 6:15 p.m. Council Members Present: Mayor David F. Bristol Mayor Pro-Tem Amy Bartley Deputy Mayor Pro-Tem Chris Kern Councilmember Craig Andres Councilmember Jeff Hodges Councilmember Cameron Reeves Council Members Absent: Councilmember Marcus E. Ray Staff Members Present: Mario Canizares, Town Manager Terry Welch, Town Attorney Michelle Lewis Sirianni, Town Secretary Bob Scott, Deputy Town Manager Chuck Ewings, Assistant Town Manager Robyn Battle, Executive Director Larenz Taylor, Management Analyst Hulon Webb, Director of Engineering Pete Anaya, Assistant Director of Engineering – Capital Projects Lindy Higginbotham, Senior Civil Engineer Carrie Jones, Public Works Director Kurt Beilharz, Assistant Parks and Recreation Director Trevor Helton, Recreation Manager Chris Landrum, Finance Director David Hoover, Development Services Director Gary Landeck, Library Director Leigh Johnson, IT Director Muya Mwangi, Help Desk Technician I Todd Rice, Communications Director Stuart Blasingame, Fire Chief Doug Kowalski, Police Chief Invocation, Pledge of Allegiance and Pledge to the Texas Flag. Mike Martin with Hope Fellowship Church led the invocation. The Pledge of Allegiance and the Pledge to the Texas Flag were recited. An nouncements of recent and upcoming events. Councilmember Reeves made the following announcements: The summer season of the Mayor’s Fitness Challenge is underway. Any type of exercise counts as fitness minutes. Turn in your tracking sheet by September 12 to earn a free T -shirt and entry MINUTES Prosper Town Council Meeting Prosper Town Hall, Council Chambers 250 W. First Street, Prosper, Texas Tuesday, July 22, 2025 Page 7 Item 2. Page 2 of 6 into a drawing for a pair of Bluetooth Earbuds. Visit prospertx.gov/mayorsfitnesschallenge for more information. Applications are now being accepted through Friday, August 1 to serve on a Prosper Board, Commission, or Committee. More information about the Board and Commissions application process, including an online application form, is available at prospertx.gov/boardandcommissions. Presentations. 1. Recognition of participants in the Mayor’s Fitness Challenge. (TH) Mr. Helton introduced the item with an overview of the program and announced the winner from the spring session. 2. Proclamation declaring the month of August 2025 as Gun Safety Awareness Month. (MLS) Mayor Bristol read and presented a Proclamation to Eric Gonzalez, Kevin Greene, and Kelly Stevens with Cook Children’s. CONSENT AGENDA: Items placed on the Consent Agenda are considered routine in nature and non-controversial. The Consent Agenda can be acted upon in one motion. Items may be removed from the Consent Agenda by the request of Council Members or staff. 3. Consider and act upon the minutes of the June 24, 2025, Town Council Work Session meeting. (MLS) 4. Consider and act upon the minutes of the June 24, 2025, Town Council Regular meeting. (MLS) 5. Consider acceptance of the June monthly financial report for fiscal year 2025. (CL) 6. Receive the Quarterly Investment Reports for the First Two Quarters. (CL) 7. Consider and act upon Resolution 2025-26 approving the Town of Prosper Investment Policy and Investment Strategy and approving the list of qualified brokers/dealers and financial institutions that are authorized to engage in investment transactions with the Town of Prosper. (CL) 8. Consider and act upon Resolution 2025-27 designating various individuals as authorized representatives for the Town’s banking accounts. (CL) 9. Consider and act upon approving the expenditure for the annual software assurance of the Town’s computer-aided dispatch and record management systems for Public Safety, from Integrated Computer Systems, Inc., a sole source provider for $126,215. (LJ) 10. Consider and act upon Resolution 2025-32 suspending the July 31, 2025, effective date of Oncor Electric Delivery Company’s requested rated change to permit the Town time to study the request and to establish reasonable rates; approving Cooperation with the Steering Committee of Cities Served by Oncor to hire legal and consulting services and to negotiate with the company and direct any necessary litigation and appeals; finding that the meeting at which this Page 8 Item 2. Page 3 of 6 resolution is passed is open to the public as required by law; and requiring notice of this resolution to the company and legal counsel for the Steering Committee. (TW) 11. Consider and act upon Ordinance 2025-29 amending the Code of Ordinances by adding a definition of “Electric Bicycle” to Section 1.09.001, “Definitions”; amending Section 1.09.008, “Bicycle Riding and Skating in Parks and on Bike Trails” and Subsection (5) of Section 1.09.023, “Outdoor Areas and Facilities;” all contained in Article 1.09, “Parks and Recreation,” of Chapter 1, “General Provisions,” to include the operation of electric bicycles. (TW) 12. Consider and act upon a Professional Services Agreement between Axene Continuing Education and the Town of Prosper for Medical Control and Continuing Education Services in an amount not to exceed $99,340. (SB) 13. Consider and act upon Ordinance 2025-30 amending Article 4.05, “Alarm Systems”, of Chapter 4, “Business Regulations”, of the Town’s Code of Ordinances and amending fees contained in Section XVI, “Alarm Systems” of Appendix A, “Fee Schedule”. (DK) 14. Consider and act upon Ordinance 2025-31 amending Section 12.09.004 "School Traffic Zones" of Chapter 12 "Traffic and Vehicles" of the Town's Code of Ordinances by modifying the limits and hours of operation of such zones. (HW) 15. Consider and act upon Joint Resolution 2025-28 with Aubrey, Celina, Pilot Point, Providence Village and Prosper urging the Texas Department of Transportation to expedite funding for critical infrastructure projects. (CE) Councilmember Hodges made a motion to approve consent agenda items 3 through 15. Mayor Pro-Tem Bartley seconded the motion. Motion carried with a 6-0 vote. CITIZEN COMMENTS Vince Handler, 7409 Brushy Meadow Trail, Aubrey, announced his candidacy for Justice of the Peace, Precinct 5 in Denton County. He commented on his campaign platform including his experience and items of focus. Items for Individual Consideration: 16. Receive and discuss the Bond Committee recommendation for a November 4, 2025, Bond Election. (RBS) Mr. Scott introduced the item and noted as per the Council’s direction, no tax rate increase will occur with the proposed election and only debt issuance that can be made within the current debt service tax rate will be made. The Bond Committee held seven meetings, toured facilities, and prioritized projects. Kevin Greene, Chair of the Bond Committee, spoke about the work done by the committee and prioritized the proposed projects as they felt they were needed for the community. He expressed his gratitude to the committee, the Town Council, and staff that assisted them through the process. Mr. Webb provided an overview of the proposed street and infrastructure projects. Page 9 Item 2. Page 4 of 6 Chief Kowalski and Jason Cave with GFF Design provided an overview of the proposed Police Station facility expansion. Mr. Landeck provided an overview of the proposed Library facility expansion. Mr. Ewings provided an overview of the proposed Service Center expansion and the downtown Silo improvements. Mr. Beilharz provided an overview of the proposed park projects. Mr. Scott indicated that based on feedback from the Town Council, this item with the related ordinance calling the election will be brought back at the next regularly scheduled meeting. Mayor Bristol expressed his appreciation to staff and the committee for their work. 17. Consider and act upon authorizing the Town Manager to execute a Construction Agreement awarding Competitive Sealed Bid No. 2025-13-B to DDM Construction Corporation, related to construction services for the Coit Road (First-Prosper Trail) Paving and Drainage Improvements project in the amount of $10,377,272 and authorize $500,000 for construction phase contingencies. The total purchase order amount is $10,877,272. (LH) Ms. Higginbotham presented the item noting the number of bids received, project timeframe, and budget associated with the project. Staff recommends approval. The Town Council discussed the timing of each phase and if there was any overlap, and if there were fees for liquidated damages. Councilmember Andres made a motion to approve authorizing the Town Manager to execute a Construction Agreement awarding Competitive Sealed Bid No. 2025-13-B to DDM Construction Corporation, related to construction services for the Coit Road (First- Prosper Trail) Paving and Drainage Improvements project in the amount of $10,377,272 and authorize $500,000 for construction phase contingencies. The total purchase order amount is $10,877,272. Mayor Pro-Tem Bartley seconded the motion. Motion carried with a 6-0 vote. 18. Consider and act upon authorizing the Town Manager to execute a Professional Services Agreement between Geotex Engineering, LLC, and the Town of Prosper, Texas, related to professional construction materials testing and observation services for the Coit Road (First - Prosper Trail) Paving and Drainage Improvements project for $239,028. (LH) Ms. Higginbotham noted this item is in conjunction with the previous and is for the material testing for the project. Staff recommends approval. Councilmember Reeves made a motion to approve authorizing the Town Manager to execute a Professional Services Agreement between Geotex Engineering, LLC, and the Town of Prosper, Texas, related to professional construction materials testing and observation services for the Coit Road (First - Prosper Trail) Paving and Drainage Improvements project for $239,028. Councilmember Kern seconded the motion. Motion carried with a 6-0 vote. Page 10 Item 2. Page 5 of 6 20. Consider and act upon authorizing the Town Manager to execute Change Order No. 3 to Dean Construction to include field lighting for the multipurpose fields and all required appurtenances, new electrical service, labor, and materials required to construct and install the multipurpose lighting at Raymond Community Park in the amount of $1,932,621. (DB) Mr. Beilharz presented the item noting that the proposed Change Order No. 3 will provide field lighting for the multipurpose fields in Raymond Community Park. Multipurpose field lighting was not included in the original GMP; however, a PASO request for the lighting and subsequent donation offer of $950,000 was presented to the CIP Subcommittee and Parks and Recreation Board. If approved along with the donation, the Town would pay the remaining balance. Funds have been identified through other project savings, bond interest, park improvement fees, project contingency dollars, and the donation. The Town Council discussed the continued cost increases on the project. Mayor Pro-Tem Bartley made a motion to approve authorizing the Town Manager to execute Change Order No. 3 to Dean Construction to include field lighting for the multipurpose fields and all required appurtenances, new electrical service, labor, and materials required to construct and install the multipurpose lighting at Raymond Community Park in the amount of $1,932,621. Councilmember Andres seconded the motion. Motion carried with a 6-0 vote. 19. Consider and act upon authorizing the Town Manager to execute an agreement between the Town of Prosper and the Prosper Athletic Soccer Association (PASO) to accept a donation in the amount of $950,000 to be used to supplement the costs for the addition of field lighting for the multipurpose fields at Raymond Community Park. (DB) Mr. Beilharz stated this item is in conjunction with the previous item. If approved, the donation would be used towards the cost of the lighting at Raymond Community Park. Councilmember Hodges made a motion to approve authorizing the Town Manager to execute an agreement between the Town of Prosper and the Prosper Athletic Soccer Association (PASO) to accept a donation in the amount of $950,000 to be used to supplement the costs for the addition of field lighting for the multipurpose fields at Raymond Community Park. Councilmember Reeves seconded the motion. Motion carried with a 6-0 vote. 21. Discuss and consider Town Council Subcommittee reports. (DFB) Legislative Subcommittee: Mayor Bristol noted that a special session is taking place that they are following. Downtown Advisory Committee: Councilmember Kern noted the committee discussed temporary signage and received updates on parking solutions. Finance Subcommittee: Mayor Bristol noted the committee received presentations on the budget process thus far, the compensation study, healthcare, and the Bond Rating agencies meeting recently held. Capital Improvements Projects Subcommittee: Mayor Pro-Tem Bartley noted they recently discussed the proposed bond propositions, Raymond Community Park Change Order, infrastructure projects, and capital dedicated funds. Page 11 Item 2. Page 6 of 6 Possibly direct Town staff to schedule topic(s) for discussion at a future meeting. Councilmember Reeves requested an item discussion regarding short-term rentals. EXECUTIVE SESSION: Recess into Closed Session in compliance with Section 551.001 et seq. Texas Government Code, as authorized by the Texas Open Meetings Act, to deliberate regarding: Section 551.087 – To discuss and consider economic development incentives and all matters incident and related thereto. Section 551.072 – To discuss and consider the purchase, exchange, lease, or value of real property for municipal purposes and all matters incident and related thereto. Section 551.074 – To discuss and consider personnel matters and all matters incident and related thereto. Section 551.071 - To consult with the Town Attorney regarding legal advice relative to historical uses and historical designations of property in the Town, and all matters incident and related thereto. Section 551.071 - To consult with the Town Attorney regarding legal matters associated with amendments to the Town's Code of Ordinances regarding recent legislation, and all matters incident and related thereto. Section 551.071 - To consult with the Town Attorney regarding legal matters associated with amendments to Article 1.02 of Chapter 1 of the Town's Code of Ordinances, and all matters incident and related thereto. The Town Council recessed into Executive Session at 7:45 p.m. Reconvene in Regular Session and take any action necessary as a result of the Closed Session. The Town Council reconvened into Regular Session at 9:08 p.m. No action was taken. Adjourn. The meeting was adjourned at 9:08 p.m. These minutes were approved on the 12th day of August 2025. APPROVED: David F. Bristol, Mayor ATTEST: Michelle Lewis Sirianni, Town Secretary Page 12 Item 2. Page 1 of 1 To: Mayor and Town Council From: Chris Landrum, Finance Director Through: Mario Canizares, Town Manager Bob Scott, Deputy Town Manager Re: Quarterly Investment Report for the Third Quarter Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 4. Provide Excellent Municipal Services Agenda Item: Receive the Quarterly Investment Report for the Third Quarter. Description of Agenda Item: As required by the Public Funds Investment Act, staff is required to report activities of its cash and investment holdings on a quarterly basis. Information as required by the act includes investment results for the quarter, economic summary and investment strategy, investment holdings, and book vs. market comparisons. Budget Impact: There is no budgetary impact affiliated with this item. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the attached documents as to form and legality. Attached Documents: 1. Quarterly Investment Report – Q3 Town Staff Recommendation: Town Staff recommends the Town Council receive the Quarterly Investment Report for the Third Quarter, as submitted. Proposed Motion: I move to receive the Quarterly Investment Report for the Third Quarter, as submitted. FINANCE Page 13 Item 3. INVESTMENT PORTFOLIO SUMMARY For the Quarter Ended June 30, 2025 Prepared by Prosper Finance Department The investment portfolio of the Town of Prosper is in compliance with the Public Funds Investment Act and the Town of Prosper Investment Policy and Strategies. Robert B. Scott Bob Scott, Deputy Town Manager Chris Landrum Chris Landrum, Finance Director Ryan Patterson Ryan Patterson, Assistant Finance Director Page 14 Item 3. Summary Quarter End Results by Investment Category: March 31, 2025 June 30, 2025 Asset Type Ave. Yield Book Value Market Value Ave. Yield Book Value Market Value MMA/NOW 4.13% $ 29,684,669 $ 29,684,669 4.12% $ 33,637,802 $ 33,637,802 MMF/Pools 4.40% 138,727,411 138,727,411 4.36% 97,234,992 97,234,992 Securities 4.57% 19,991,017 19,961,900 4.32% 34,743,131 34,747,759 Certificates of Deposit - - - - - - Total 4.37% $ 188,403,097 $ 188,373,980 4.30% $ 165,615,924 $ 165,620,552 Interest Earnings (Approximate) Quarter $ 2,117,974 Fiscal Year-to-date $ 6,192,934 (1)Quarter End Average Yield - based on adjusted book value, realized and unrealized gains/losses and investment advisory fees are not considered. The yield for the reporting month is used for bank, pool, and money market balances. (2) Fiscal Year-to-Date Average Yield - calculated using quarter end report yields and adjusted book values and does not reflect a total return analysis or account for advisory fees. Average Yield - Current Quarter (1) Fiscal Year-to-Date Average Yield (2) Total Portfolio 4.30% Total Portfolio 4.42% Rolling Three Month Treasury 4.37% Rolling Three Month Treasury 4.43% Rolling Six Month Treasury 4.27% Rolling Six Month Treasury 4.31% TexPool 4.31% TexPool 4.47% 1 Page 15 Item 3. Economic Overview 6/30/2025 The Federal Open Market Committee (FOMC) maintained the federal funds target range at 4.25-4.50% throughout Q2 2025. Effective Fed Funds consistently tracked near the midpoint at around 4.33%. Despite progress in reducing inflation, it remains above the 2% target, with Core PCE at approximately 2.5% year-over-year, only down from 2.6% in March. Core CPI averaged 2.4% during Q2, which brings the core CPI to 2.9% (YoY). The FOMC reiterated its commitment to a data-dependent approach, weighing mixed signals before any potential rate cuts. Q2 non-farm payrolls rose by a monthly average of 150k, an increase from Q1 revised payrolls gains of 111k jobs/month. The unemployment rate remained low at 4.2%, while labor force participation dipped slightly. Real GDP rebounded with a strong 3.0% annualized gain in Q2 2025, following a 0.5% contraction in Q1 2025. Growth was driven largely by increased consumer spending and a sharp decline in imports. Oil prices continued to decline during Q2, averaging $64-$65 per barrel, down from around $72 in Q1 2025. This reflected increased global supply and softer demand expectations, easing some inflationary pressure. The treasury yield curve remained inverted, reflecting lingering recession concerns amid slow domestic demand and mixed macro data. The Fed continues to signal two 25-basis point rate cuts likely later in 2025. Global uncertainties, geopolitical risks, and trade policy volatility remained elevated through Q2 2025. 0.00 1.00 2.00 3.00 4.00 5.00 6.00 1 Mo 6 Mo 1 Yr 2 Yr 3 Yr 5 Yr 10 Yr Treasury Yield Curves June 30, 2024 March 31, 2025 June 30, 2025 0.00 1,000.00 2,000.00 3,000.00 4,000.00 5,000.00 6,000.00 7,000.00 S&P 500 (2.00) (1.00) - 1.00 2.00 3.00 4.00 5.00 6.00 US Historical Yields Since 2006 6-month T-Bill 2-Year T-Note 10-Year T-Note (2.00) (1.00) - 1.00 2.00 3.00 4.00 5.00 6.00 US Historical Yields Since 2016 6-month T-Bill 2-Year T-Note 10-Year T-Note 2 Page 16 Item 3. Investment Holdings June 30, 2025 Coupon/ Maturity Settlement Book Market Market Life Description Ratings Discount Date Date Par Value Value Price Value (Days) Yield Independent DDA 1.76% 07/01/25 06/30/25 4,638,073 4,638,073 100.00 4,638,073 1 1.76% Independent DDA #2 4.50% 07/01/25 06/30/25 15,271,636 15,271,636 100.00 15,271,636 1 4.50% Independent DDA #3 4.50% 07/01/25 06/30/25 7,920,717 7,920,717 100.00 7,920,717 1 4.50% NexBank MMA 4.45% 07/01/25 06/30/25 5,807,375 5,807,375 100.00 5,807,375 1 4.45% TexSTAR 4.29% 07/01/25 06/30/25 29,208,716 29,208,716 100.00 29,208,716 1 4.29% TexPool 4.40% 07/01/25 06/30/25 68,026,276 68,026,276 100.00 68,026,276 1 4.40% FHLB Moodys-Aaa 4.38% 10/15/27 10/22/24 2,000,000 2,000,000 99.89 1,997,700 837 4.38% FNMA S&P-AA+ 4.50% 10/15/27 10/22/24 3,000,000 2,998,269 99.89 2,996,550 837 4.53% FFCB S&P-AA+ 4.67% 12/15/27 12/18/24 5,000,000 4,993,586 100.01 5,000,550 898 4.73% FHLM NR 4.50% 12/17/27 12/19/24 5,000,000 5,000,000 99.97 4,998,350 900 4.50% FFCB S&P-AA+ 4.22% 05/23/28 06/30/25 5,000,000 5,000,000 100.16 5,007,900 1,058 4.22% FHLB NR 4.38% 06/23/28 06/30/25 5,000,000 5,000,000 100.00 5,000,000 1,089 4.38% FNMA S&P-AA+ 4.20% 07/10/28 06/30/25 4,740,000 4,739,526 99.94 4,737,109 1,106 4.20% FHLB S&P-AA+ 3.88% 06/04/27 06/30/25 5,000,000 5,011,750 100.19 5,009,600 704 3.75% Total Portfolio $ 165,612,794 $ 165,615,924 $ 165,620,552 198 4.30% (1)Weighted average life - For purposes of calculating weighted average life, overnight bank and pool balances are assumed to have a one-day maturity. (2)Weighted average yield to maturity - The weighted average yield to maturity is based on Book Value, realized and unrealized gains/losses and investment advisory fees are not included. The yield for the reporting month is used for overnight bank and pool balances. (1) (2) 3 Page 17 Item 3. MMA/DDA/NOW, 16% Pools, 74% Securities, 10% COMPOSITION -PRIOR QUARTER MMA/DDA/NOW, 20% Pools, 59% Securities, 21% COMPOSITION -CURRENT QUARTER M 50M 100M 150M 200M 250M Total Portfolio Quarter End Book Value - 1.00 2.00 3.00 4.00 5.00 6.00 Portfolio Perfomance Town WAY Rolling 3 mo T-Bill TexPool Rolling 6 mo T-Bill 4 Page 18 Item 3. Book and Market Value Comparison Issuer/Description Yield Maturity Date Book Value 3/31/25 Increases Decreases Book Value 6/30/25 Market Value 3/31/25 Change in Market Value Market Value 6/30/25 Independent DDA 1.76% 07/01/25 $ 4,654,398 $ (16,325) $ 4,638,073 $ 4,654,398 $ (16,325) $ 4,638,073 Independent DDA #2 4.50% 07/01/25 15,002,970 268,666 15,271,636 15,002,970 268,666 15,271,636 Independent DDA #3 4.50% 07/01/25 4,284,326 3,636,392 7,920,717 4,284,326 3,636,392 7,920,717 NexBank MMA 4.45% 07/01/25 5,742,975 64,400 5,807,375 5,742,975 64,400 5,807,375 TexSTAR 4.29% 07/01/25 44,431,653 (15,222,937) 29,208,716 44,431,653 (15,222,937) 29,208,716 TexPool 4.40% 07/01/25 94,295,758 (26,269,482) 68,026,276 94,295,758 (26,269,482) 68,026,276 FFCB 4.22% 05/23/28 -5,000,000 5,000,000 -5,007,900 5,007,900 FFCB 4.73% 12/15/27 4,992,936 650 4,993,586 4,980,900 19,650 5,000,550 FHLB 3.75% 06/04/27 -5,011,750 5,011,750 -5,009,600 5,009,600 FHLB 4.38% 10/15/27 2,000,000 2,000,000 1,993,040 4,660 1,997,700 FHLB 4.38% 06/23/28 -5,000,000 5,000,000 -5,000,000 5,000,000 FHLMC 4.50% 12/17/27 5,000,000 5,000,000 4,999,750 (1,400) 4,998,350 FHLMC 4.60% 10/23/26 5,000,000 (5,000,000) - 4,996,550 (4,996,550) - FNMA 4.20% 07/10/28 -4,739,526 4,739,526 -4,737,109 4,737,109 FNMA 4.53% 10/15/27 2,998,081 188 2,998,269 2,991,660.00 4,890 2,996,550 TOTAL / AVERAGE 4.30% $ 188,403,097 $ 23,721,572 $ (46,508,744) $ 165,615,924 $ 188,373,980 $ (22,753,428) $ 165,620,552 5 Page 19 Item 3. Allocation June 30, 2025 Book Value Yield Maturity Date Total Pooled Funds Debt Service Fund Independent DDA 1.76% $ 4,638,073 $ 4,638,073 $ – Independent DDA #2 4.50% 15,271,636 15,271,636 – Independent DDA #3 4.50% 7,920,717 7,920,717 – NexBank MMA 4.45% 5,807,375 5,807,375 – TexSTAR 4.29% 29,208,716 29,208,716 – TexPool 4.40% 68,026,276 62,876,830 5,158,446 FFCB 4.22% 05/23/28 5,000,000 5,000,000 – FFCB 4.73% 12/15/27 4,993,586 4,993,586 – FHLB 3.75% 06/04/27 5,011,750 5,011,750 – FHLB 4.38% 10/15/27 2,000,000 2,000,000 – FHLB 4.38% 06/23/28 5,000,000 5,000,000 – FHLMC 4.50% 12/17/27 5,000,000 5,000,000 – FNMA 4.20% 07/10/28 4,739,526 4,739,526 – FNMA 4.53% 10/15/27 2,998,269 2,998,269 – Totals $ 165,615,924 $ 160,457,478 $ 5,158,446 Allocation March 31, 2025 Book Value Yield Maturity Date Total Pooled Funds Debt Service Fund Independent Financial DDA 1.76% $ 4,654,398 $ 4,654,398 $ – Independent Financial DDA #2 4.59% 15,002,970 15,002,970 – Independent Financial DDA #3 4.59% 4,284,326 4,284,326 – NexBank MMA 4.50% 5,742,975 5,742,975 – TexSTAR 4.40% 44,431,653 44,431,653 – TexPool 4.43% 94,295,758 89,472,901 4,822,857 FFCB 4.73% 12/15/27 4,992,936 4,992,936 – FHLB 4.38% 10/15/27 2,000,000 2,000,000 – FHLMC 4.60% 10/23/26 5,000,000 5,000,000 – FHLMC 4.50% 12/17/27 5,000,000 5,000,000 – FNMA 4.53% 10/15/27 2,998,081 2,998,081 – Totals $ 188,403,097 $ 183,580,240 $ 4,822,857 6 Page 20 Item 3. Page 1 of 1 To: Mayor and Town Council From: Terrence S. Welch, Town Attorney Through: Mario Canizares, Town Manager Re: Ordinance Amendment – Addressing Town Council Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 4. Provide Excellent Municipal Services Agenda Item: Consider and act upon an ordinance amending Division 7, "Addressing the Town Council," of Article 1.02 of Chapter 1 of the Town's Code of Ordinances by adding Section 1.02.194, "Addressing the Town Council.” Description of Agenda Item: The following amendment to the statement that is routinely announced at each Town Council meeting is being added to the Town’s Code of Ordinances to reflect how to address the Town Council during a public meeting. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the attached Ordinance as to form and legality. Attached Documents: 1. Ordinance Town Staff Recommendation: The Town Attorney recommends that the Town Council approve an ordinance amending Division 7, "Addressing the Town Council," of Article 1.02 of Chapter 1 of the Town's Code of Ordinances by adding Section 1.02.194, "Addressing the Town Council.” Proposed Motion: I move to approve an ordinance amending Division 7, "Addressing the Town Council," of Article 1.02 of Chapter 1 of the Town's Code of Ordinances by adding Section 1.02.194, "Addressing the Town Council.” TOWN ATTORNEY Page 21 Item 4. TOWN OF PROSPER, TEXAS ORDINANCE NO. 2025-__ AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, AMENDING DIVISION 7, “ADDRESSING THE TOWN COUNCIL,” OF ARTICLE 1.02, “TOWN COUNCIL,” OF CHAPTER 1, “GENERAL PROVISIONS,” OF THE CODE OF ORDINANCES OF THE TOWN OF PROSPER, TEXAS, BY ADDING A NEW SECTION 1.02.194, “ADRESSING THE TOWN COUNCIL”; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Town of Prosper, Texas (“Town”), previously has adopted rules regarding citizens addressing the Town Council, and such rules are contained in Division 7 of Article 1.02 of Chapter 1 of the Code of Ordinances; and WHEREAS, the Town Council wishes to clarify those rules for citizens who wish to address Town Council, to eliminate any possible ambiguity; and WHEREAS, the Town Council has further determined that such clarification is in the best interests of the Town and its citizens. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: SECTION 1 The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2 Division 7, “Addressing the Town Council,” of Article 1.02, “Town Council,” of Chapter 1, “General Provisions,” of the Code of Ordinances of the Town of Prosper is hereby amended by adding a new Section 1.02.194, “Addressing the Town Council,” to read as follows: “ARTICLE 1.02 TOWN COUNCIL * * * Sec. 1.02.194. Addressing the Town Council. Citizens and other visitors attending Town Council meetings shall observe the same rules of propriety, decorum, and good conduct applicable to members of the Town Council. Any person making personal, impertinent, profane or slanderous remarks or who becomes boisterous while addressing the Town Council or while attending the meeting shall be removed from the room, if so directed by the Mayor or presiding officer, and the person shall be barred from further audience before the Town Council during that session. Disruption of a public meeting could constitute a violation of Section 42.05 of the Texas Penal Code.” Secs. 1.02.195. through 1.02.220 (Reserved)” Page 22 Item 4. Ordinance No. 2025-__, Page 2 SECTION 3 All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict. Any remaining portion of conflicting ordinances shall remain in full force and effect. SECTION 4 If any section, subsection, sentence, clause or phrase of this Ordinance is for any reason, held to be unconstitutional or invalid by a court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance. The Town of Prosper hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses, and phrases be declared unconstitutional. SECTION 5 This Ordinance shall become effective after its passage. DULY PASSED AND APPROVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 12TH DAY OF AUGUST, 2025. APPROVED: ___________________________________ David F. Bristol, Mayor ATTEST: ____________________________________ Michelle Lewis Sirianni, Town Secretary APPROVED AS TO FORM AND LEGALITY: _____________________________________ Terrence S. Welch, Town Attorney Page 23 Item 4. Page 1 of 2 To: Mayor and Town Council From: Mario Canizares, Town Manager Re: ILA – Town of Little Elm – Iron Man Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 4. Provide Excellent Municipal Services Agenda Item: Consider and act upon authorizing the Town Manager to execute an Interlocal Cooperation Agreement between the Town of Litle Elm and the Town of Prosper for the Coordination of the Ironman Competition route. Description of Agenda Item: The Town of Little Elm is organizing an Ironman competition to be held in March 2026, which includes a route extending through the Town’s jurisdiction. The Town of Little Elm has requested the Town’s participation and assistance in providing reasonable public safety support with Police and EMS during the event, assist with public communication efforts to identify and notify residents and businesses of all temporary road closures related to the event, assist the town in ensuring that any required permits or approvals for use of public rights-of-way are issued in coordination with the agreement, maintain communication with event staff in addressing any and all safety, sanitation, and emergency response, and designate and identify a contact person. The proposed route will impact Prosper from US Hwy 380 to First Street; First Street to Teel Parkway; and Teel Parkway to Parvin Road. The proposed agreement has a term for a period of one (1) year and thereafter on a year -to-year basis until either Town gives nine (9) months of written notice of intent to terminate. Budget Impact: The Town of Little Elm has requested the average overtime rate for our Police and Fire Departments so that they can budget accordingly. Based on this request, the Town anticipates receiving full reimbursement for the estimated needs of 14 officers to cover the route. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the attached Ordinance as to form and legality. Attached Documents: 1. Interlocal Cooperation Agreement TOWN MANAGER Page 24 Item 5. Page 2 of 2 Town Staff Recommendation: Town Staff recommends that the Town Council approve authorizing the Town Manager to execute an Interlocal Cooperation Agreement between the Town of Litle Elm and the Town of Prosper for the Coordination of the Ironman Competition route. Proposed Motion: I move to approve the Town Manager to execute an Interlocal Cooperation Agreement between the Town of Litle Elm and the Town of Prosper for the Coordination of the Ironman Competition route. Page 25 Item 5. INTERLOCAL COOPERATION AGREEMENT Page 1 INTERLOCAL COOPERATION AGREEMENT BETWEEN TOWN OF LITTLE ELM, TEXAS & THE TOWN OF PROSPER, TEXAS FOR THE COORDINATION OF THE IRONMAN COMPETITION ROUTE This Agreement (hereinafter referred to as the “Agreement”), is made and entered into by and between the Town of Little Elm, Texas (hereinafter referred to as the “Town”) located in Denton County, Texas, and the Town of Prosper, Texas (hereinafter referred to as the “Partner Town”) located in Denton County, Texas. WHEREAS, the Interlocal Cooperation Act, Chapter 791, Texas Government Code (hereinafter referred to as the “Act”), authorizes local governments to contract with one or more local governments to perform governmental functions and services under the terms of the Act; and WHEREAS, the Town and the Partner Town are both local governments as defined by Section 791.003(a) of the Act engaged in the provision of local governmental functions and services to their citizens; and WHEREAS, these functions and services serve the public health, safety, and welfare, promote efficiency and effectiveness of local governments, and are of mutual concern to the contracting parties; and WHEREAS, the Town and the Partner Town, in expending funds in the performance of the governmental functions or in performing such governmental functions under this Agreement, shall make payments therefore only from current revenues legally available to such party; and WHEREAS, the Town is organizing an Ironman competition (hereinafter referred to as the “Event”) scheduled for March 15, 2026, which Event includes a route extending into the jurisdiction of the Partner Town; and WHEREAS, the Partner Town agrees to cooperate and provide support to facilitate the Event within its jurisdiction; and WHEREAS, the Town and Partner Town desire to formalize their mutual responsibilities and expectations related to the coordination, safety, traffic control, public communication, and event logistics necessary to facilitate the Event; NOW, THEREFORE, the Town and the Partner Town, for the mutual consideration hereinafter stated, agree, and understand as follows: 1. PURPOSE. To establish the terms and conditions under which both the Town and Partner Town collaborate to facilitate the Event route through their respective jurisdictions. 2. ROUTE DESIGNATION. The Event route shall enter and exit the Partner Town’s streets identified in Exhibit A. Any changes to the designated route through the respective jurisdiction must be approved in writing by both the Town and Partner Town. Any ongoing construction or scheduled construction in relation to the Event route must be identified and acknowledged by both the Town and Partner Town, so that it will not impact the finalized route through both jurisdictions. Page 26 Item 5. INTERLOCAL COOPERATION AGREEMENT Page 2 3. TERM. This Agreement shall continue to remain in effect for a period of one (1) year from the date of execution and thereafter on a year-to-year basis until either the Town or the Partner Town shall give the other respective party nine (9) months written notice of intent to terminate as provided hereafter, or until superseded.” 4. PARTNER TOWN OBLIGATIONS. A. Approve the proposed Event route and traffic control plan within the Partner Town’s respective jurisdiction. B. Providing reasonable public safety support with police and EMS during the Event. C. Assist with public communication efforts to identify and notify residents and businesses of all temporary road closures related to the Event. D. Assist the Town in ensuring that any required Partner Town permits or approvals for use of public rights-of-way are issued in coordination with this Agreement. E. Maintain communication between the Town and Event staff in addressing any and all safety, sanitation, and emergency response within the Partner Town’s jurisdiction. F. Designate and identify a contact person who will represent the Partner Town regarding this Agreement. 5. TOWN OBLIGATIONS. A. To coordinate and communicate the proposed event planning, logistics, and public safety plan for the Event. B. Provide the finalized Event route and schedule to the respective Partner Town. C. Obtain all required permits necessary by the state and regional agencies. D. Provide a traffic control plan approved by the Town’s Public Safety Office. E. Designate and identify a contact person who will represent the Town regarding this Agreement. 6. MISCELLANEOUS PROVISIONS. A. Entire Agreement. The Agreement represents the entire agreement between the Town, the Partner Town and supersedes all prior negotiations, representations, or agreements, written or oral. This Agreement may be amended by a written instrument signed by the governing bodies of both the Town and Partner or those authorized to sign on behalf of the respective governing Page 27 Item 5. INTERLOCAL COOPERATION AGREEMENT Page 3 parties. B. Indemnification Clause. To the extent allowed by law, the Town and Partner Town agree to release, defend, indemnify, and hold harmless the other (and its officers, agents, and employees) from and against all claims or causes of action for injuries (including death), property damages (including loss of use), and any other losses, demand, suits, judgments and costs, including reasonable attorney’s fees and expenses, in any way arising out of, related to or resulting from its performance under this Agreement, caused by its negligent acts or omissions (or those of its respective officers, agents, employees, or any other third parties for whom it is legally responsible) in connection with performing this Agreement. C. Immunity and Defenses. It is expressly understood and agreed that, in the execution of this Agreement, neither party waives, nor shall be deemed hereby to have waived any immunity or defenses that would otherwise be available to it against claims arising in the exercise of governmental powers and functions. By entering into this Agreement, the Town and the Partner Town do not create any obligations, express or implied, other than those set forth herein, and this Agreement shall not create any rights in parties not signatories hereto. 7. NOTICE. Notices required by this Agreement shall be submitted to the persons and/or organizations, as follows: The Town or the Partner Town may later designate in writing any other individual or entity to whom notices or referrals shall be submitted. 8. GOVERNING LAW & VENUE. This Agreement shall be governed by and is to be construed, interpreted, and enforced under the laws of the State of Texas and of the United States of America. The Town and the Partner Town agree and consent to the exclusive jurisdiction of the District Courts and County Courts at Law of Denton County, Texas, and of the United States District Court for the Northern District of Texas (Dallas Division) and acknowledge that such courts shall constitute proper and convenient forums for the resolution of any actions between the Town and the Partner Town agree that such courts shall be the exclusive forums for the resolution of any actions between the Town and the Partner Town. 9. SEVERABILITY CLAUSE. Provisions of this Agreement are severable. If any paragraph, section, subsection, sentence, clause, or phrase of this Agreement is for any reason held by a court competent jurisdiction to be contrary to law or contrary to any rule or regulation have the force and effect of the law, Town of Little Elm: Att. Matt Mueller Town of Little Elm Town Manager 100 W. Eldorado Parkway Little Elm, TX 75068 214-618-2914 Town of Prosper: Att. Mario Canizares Town of Prosper Town Manager 250 W. First Street Prosper, Texas 75078 972-346-2640 Page 28 Item 5. INTERLOCAL COOPERATION AGREEMENT Page 4 the remaining portions of the Agreement shall be enforced as if the invalid provision had never been included. 10. SUCCESSORS & ASSIGNS. This Agreement shall be binding upon the Town and Partner Town hereto, their successors, and assigns. Neither the Town nor the Partner Town will assign or transfer an interest in this Agreement without the written consent of both respective parties. ACKNOWLEDGMENT TOWN OF LITTLE ELM: APPROVED by the Town Council of the Town of Little Elm, Texas, in this meeting held on the _______ day of _____________, 2025, and executed by its authorized representative. X Matt Mueller, Town Manager Little Elm, Texas X Drew Bailey, Dircetor of Tourism & Comm... Little Elm, Texas X Robert Brown Town Attorney STATE OF TEXAS: DENTON COUNTY This instrument was acknowledged before me on the _______ day of _____________, 2025, by Matt Mueller, Town Manager of the Town of Little Elm, Texas, a home-rule municipality, on behalf of said municipality. X Notary Public in and for the State of Texas Page 29 Item 5. INTERLOCAL COOPERATION AGREEMENT Page 5 TOWN OF PROSPER: APPROVED by the Town Council of the Town of Prosper, Texas, in this meeting held on the _______ day of _____________, 2025, and executed by its authorized representative. X NAME & TITLE CITY X ATTEST CITY STATE OF TEXAS: DENTON COUNTY This instrument was acknowledged before me on the _______ day of _____________, 2025, by Mario Canizares, Town Manager of the Town of Prosper, Texas, a home-rule municipality, on behalf of said municipality. X Notary Public in and for the State of Texas Page 30 Item 5. INTERLOCAL COOPERATION AGREEMENT Page 6 EXHIBIT A PROPOSED ROUTE Page 31 Item 5. INTERLOCAL COOPERATION AGREEMENT Page 7 Ironman Bike Route: Mile 37 Turn left on N Teel Pkwy Continue south on N Teel Pkwy Mile 38 Continue south on N Teel Pkwy Mile 39 Continue south on N Teel Pkwy Turn right on W 1st St Mile 40 Continue west on W 1st St Turn left on Gee Rd Mile 41 At the traffic light, continue forward on FM 423 Mile 42 Continue south on FM 423 Page 32 Item 5. INTERLOCAL COOPERATION AGREEMENT Page 8 Page 33 Item 5. Page 1 of 2 To: Mayor and Town Council From: Dan Baker, Director of Parks and Recreation Through: Mario Canizares, Town Manager Robyn Battle, Executive Director Re: Doe Branch Pedestrian Trail and Bridge CSP Award Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 1. Acceleration of Infrastructure Agenda Item: Consider and act upon authorizing the Town Manager to execute a Construction Agreement awarding Competitive Sealed Bid No. 2025-11-B to Ratliff Hardscape, Ltd. for the Doe Branch Pedestrian Trail and Bridge in the amount of $1,458,730. Description of Agenda Item: This construction contract is for sections of widened walkway along the south side of Gee Road between Denton Way and First Street, and a section of 10-foot-wide concrete hike and bike trail that will cross the southern end of the Town’s Doe Branch property, connecting the neighborhoods on the east and west sides of the floodplain. A pedestrian bridge will cross Doe Branch Creek, and a culvert box will cross an unnamed tributary of the main creek. The Town received eight bids, listed in the attached bid tabulation. The Competitive Sealed Proposal (CSP) procurement method was used to score the bidders. The highest scoring bidder is not the lowest cost. The highest score went to the bidder that has proposed completing the project in the shortest time. Their proposed time is 130 days at $1,458,730 compared to the next highest scoring bidder at 200 days and $1,308,626. Budget Impact: The total cost of the construction contract is $1,458,730. Funding for this contract is available in account PK202120-CONST-CONST. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the attached construction contract documents as to form and legality. Attached Documents: 1. Construction Contract 2. As read Bid Tabulation 3. CSP Scoring Matrix 4. Location Map PARKS AND RECREATION DEPARTMENT Page 34 Item 6. Page 2 of 2 Town Staff Recommendation: Town staff recommend that the Town Council reject all bids and rebid the project as a Competitive Sealed Bid (CSB). Proposed Motion: I move to approve rejecting all bids and rebidding the project as a Competitive Sealed Bid. (CSB) Page 35 Item 6. Page 36Item 6. Page 37Item 6. Page 38Item 6. Page 39Item 6. Page 40Item 6. Page 41Item 6. Page 42Item 6. Page 43Item 6. Page 44Item 6. Page 45Item 6. Page 46Item 6. Page 47Item 6. Page 48Item 6. Page 49Item 6. Page 50Item 6. Page 51Item 6. Page 52Item 6. Page 53Item 6. Page 54Item 6. Page 55Item 6. Page 56Item 6. Page 57Item 6. TOWN OF PROSPER PROPOSAL TABULATION SUMMARY Solicitation Number Solicitation Title Close Date Responding Supplier City State Response Submitted Response Total Total Days 2L Construction LLC Boyd TX 7/15/2025 12:04:58 PM (CT)$1,374,632.40 230 A&C Construction, Inc.Irving TX 7/15/2025 01:08:25 PM (CT)$1,629,000.00 200 C. Green Scaping, LP Fort Worth TX 7/15/2025 11:41:28 AM (CT)$1,308,626.52 200 HQS Construction Plano TX 7/15/2025 01:02:31 PM (CT)$2,323,433.00 280 Millis Development and Construction - Dallas, LLC McKinney TX 7/15/2025 12:24:54 PM (CT)$1,637,588.00 326 Ratliff Hardscape, Ltd Lewisville TX 7/15/2025 12:52:28 PM (CT)$1,458,730.00 130 RoeschCo Construction, LLC Frisco TX 7/15/2025 09:24:20 AM (CT)$1,377,759.88 220 Vlex construction LLC Greenville TX 7/15/2025 11:45:09 AM (CT)$1,423,833.00 210 Certified by: Jay Carter, NIGP-CPP, CPPB, C.P.M. Certified on:July 15, 2025 Purchasing Manager Town of Prosper, Texas **All bids/proposals submitted for the designated project are reflected on this tabulation sheet. However, the listing of the bid/proposal on this tabulation sheet shall not be construed as a comment on the responsiveness of such bid/proposal or as any indication that the agency accepts such bid/proposal as being responsive. The agency will make a determination as to the responsiveness of the vendor responses submitted based upon compliance with all applicable laws, purchasing guidelines and project documents, including but not limited to the project specifications and contract documents. The agency will notify the successful vendor upon award of the contract and, as according to the law, all bid/proposal responses received will be available for inspection at that time. CSP No. 2025-11-B Doe Branch Pedestrian Trail and Bridge 7/15/2025 at 2:00PM Page 58 Item 6. CSP NO. 2025-11-B EVALUATION CRITERIA WEIGHTING POINTS WEIGHTED SCORE POINTS WEIGHTED SCORE POINTS WEIGHTED SCORE POINTS WEIGHTED SCORE POINTS WEIGHTED SCORE POINTS WEIGHTED SCORE POINTS WEIGHTED SCORE POINTS WEIGHTED SCORE Cost Proposal 65%9.52 6.19 8.03 5.22 10.00 6.50 5.63 3.66 7.99 5.19 8.97 5.83 9.50 6.17 9.19 5.97 Proposed Project Timeline 25%5.65 1.41 6.50 1.63 6.50 1.63 4.64 1.16 3.99 1.00 10.00 2.50 5.91 1.48 6.19 1.55 Qualifications and Experience 10%8.00 0.80 7.00 0.70 7.00 0.70 6.33 0.63 6.67 0.67 8.67 0.87 6.67 0.67 6.67 0.67 TOTAL 100%8.40 7.55 8.83 5.46 6.86 9.20 8.32 8.19 Doe Branch Pedestrian Trail and Bridge EVALUATION MATRIX 2L Construction A&C Construction C. Green Scaping RoeschCo Construction Vlex ConstructionMillis Development and Construction Ratliff HardscapeHQS Construction Page 59 Item 6. SCALE : 1”= 200’-0” Doe Branch Pedestrian Trail and Bridge- Prosper, TX Conceptual PlanTHIS DOCUMENT IS RELEASED ON 07-11-2024 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF HENRY PARKER, R.L.A. LICENSE #2323. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ©2020 PARKHILL, SMITH & COOPER, INC. ALL RIGHTS RESERVED.A1 FISHTRAP ROAD GEE ROAD CONNECT TO EXISTING SIDEWALK CONNECT TO EXISTING SIDEWALK CONNECT TO EXISTING SIDEWALK CONNECT TO EXISTING SIDEWALK CONNECT TO EXISTING TRAIL 6’ WIDE CONCRETE SIDEWALK ALONG BACK OF CURB 6’ WIDE CONCRETE SIDEWALK ALONG BACK OF CURB 6’ WIDE CONCRETE SIDEWALK ALONG BACK OF CURB PREFABRICATED STEEL TRUSS PEDESTRIAN BRIDGECONNECT TO EXISTING SIDEWALK BOX CULVERT CROSSING 10’ WIDE CONCRETE TRAIL BOX CULVERT CROSSING 0 200’400’ Page 60 Item 6. Page 1 of 2 To: Mayor and Town Council From: Hulon T. Webb, Jr., P.E., Director of Engineering Services Through: Mario Canizares, Town Manager Chuck Ewings, Assistant Town Manager Re: Godwin Parkway Agreement Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 1. Acceleration of Infrastructure Agenda Item: Consider and act upon authorizing the Town Manager to execute the Roadway Design, Construction and Reimbursement Agreement between Prosper Economic Development Corporation, Blue Star Land L.P., and the Town of Prosper, Texas, related to the design and construction of Godwin Parkway. Description of Agenda Item: Blue Star Land L.P., is designing and proposing to construct four (4) lanes of Godwin Parkway from the Dallas North Tollway (DNT) to west of Bravo Way in two (2) phases. The first phase, from the DNT to west of the future BNSF Overpass, is anticipated to be completed one (1) year from the date of execution of this Agreement. Phase 2 is the extension from the end of Phase 1 to west of Bravo Way and includes the BNSF Overpass. The agreement does not include a timeline for completion of construction of Phase 2 due to factors beyond Blue Star’s control. The purpose of the Roadway Design, Construction and Reimbursement Agreement is to outline the obligations of the Prosper Economic Development Corporation, Blue Star Land L.P., and the Town of Prosper related to the design and construction of Godwin Parkway. Budget Impact: The cost participation by the Town for the design and construction costs of Phase 1 is $1,000,000, along with an additional $250,000 estimated for any non-recoverable costs that are incurred due to the redesign of the plans to avoid lowering the existing 42-inch water line east of the DNT. The $1,000,000 to be reimbursed to Blue Star through monthly payments based on one half the approved construction costs for that month until paid in full. This $1,000,000 will be applied to the Maximum Construction Costs Reimbursement pursuant to TIRZ #1’s Development and Financing Agreement. The additional non-recoverable costs will not be applied to the Maximum Construction Costs Reimbursement and will be paid to Blue Star within thirty (30) days of the Town’s receipt and approval of such reimbursement request from Blue Star. The Prosper Economic Development Corporation will provide $1,000,000 cost participation to Blue Star upon the Town’s acceptance of Phase 1, which will not be applied to the Maximum Construction Costs Reimbursement. ENGINEERING SERVICES Page 61 Item 7. Page 2 of 2 Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has reviewed the agreement as to form and legality. Attached Documents: 1. Town of Prosper Thoroughfare Plan 2. Roadway Design, Construction and Reimbursement Agreement Town Staff Recommendation: Town staff recommends that the Town Council authorize the Town Manager to execute the Roadway Design, Construction and Reimbursement Agreement between Prosper Economic Development Corporation, Blue Star Land L.P., and the Town of Prosper, Texas, related to the design and construction of Godwin Parkway. Proposed Motion: I move to authorize the Town Manager to execute the Roadway Design, Construction and Reimbursement Agreement between Prosper Economic Development Corporation, Blue Star Land L.P., and the Town of Prosper, Texas, related to the design and construction of Godwin Parkway. Page 62 Item 7. Town of Prosper Thoroughfare Plan Page 63 Item 7. Page 64 Item 7. Page 65 Item 7. Page 66 Item 7. Page 67 Item 7. Page 68 Item 7. Page 69 Item 7. Page 70 Item 7. Page 71 Item 7. Page 72 Item 7. Page 73 Item 7. Page 1 of 2 To: Mayor and Town Council From: Pete Anaya, P.E., Assistant Director of Engineering – Capital Projects Through: Mario Canizares, Town Manager Chuck Ewings, Assistant Town Manager Hulon T. Webb Jr., P.E., Director of Engineering Services Re: Professional Engineering Services Agreement Contract Amendment No. 1 Custer Road 6MG Ground Storage Tank Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 1. Acceleration of Infrastructure Agenda Item: Consider and act upon authorizing the Town Manger to execute Contract Amendment No. 1 to the Professional Engineering Services Agreement between Freese and Nichols, Inc., and the Town of Prosper, Texas, related to the design of the Custer Road 6MG Ground Storage Tank project for $164,750. Description of Agenda Item: At the June 25, 2024, Town Council meeting, Council awarded a contract to Freese and Nichols for the design of a new 6MG ground storage tank for $599,900. This effort also included services to study the condition of the existing chemical feed system and examine potential spaces if new equipment is deemed to be needed at the existing 3MG and 5MG ground storage tanks. The study of the existing chemical feed system has been completed, and a Technical Memorandum of the Residual Control Improvements issued. This contract amendment incorporates the design aspect for the chemical residual system utilizing the existing storage building and connecting to the existing 3MG, 5MG, proposed 6MG, and future 5MG ground storage tanks. Budget Impact: The cost of Contract Amendment No. 1 is $164,750 and will be funded from the budgeted amount of $7,500,000 in Account No. 760-5410-10-00-2412WA. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the attached documents as to form and legality. ENGINEERING SERVICES Page 74 Item 8. Page 2 of 2 Attached Documents: 1. Contract Amendment No. 1 2. Location Map 3. Technical Memorandum of the Residual Control Improvements Town Staff Recommendation: Town staff recommends that the Town Council authorize the Town Manger to execute Contract Amendment No. 1 to the Professional Engineering Services Agreement between Freese and Nichols, Inc., and the Town of Prosper, Texas, related to the design of the Custer Road 6MG Ground Storage Tank project for $164,750. Proposed Motion: I move to authorize the Town Manger to execute Contract Amendment No. 1 to the Professional Engineering Services Agreement between Freese and Nichols, Inc., and the Town of Prosper, Texas, related to the design of the Custer Road 6MG Ground Storage Tank project for $164,750. Page 75 Item 8. CONTRACT AMENDMENT #1 PAGE 1 OF 6 CONTRACT AMENDMENT #1 BETWEEN THE TOWN OF PROSPER, TEXAS, AND FREESE AND NICHOLS, INC. FOR THE CUSTER ROAD 6.0 MG GROUND STORAGE TANK PROJECT (2412-WA) This Contract Amendment for Professional Engineering Services, hereinafter called “Amendment,” is entered into by the Town of Prosper, Texas, a municipal corporation, duly authorized to act by the Town Council of said Town, hereinafter called “Town,” and Freese and Nichols, Inc., a Texas corporation, acting through a duly authorized officer, hereinafter called “Consultant,” relative to Consultant providing professional engineering services to Town. Town and Consultant when mentioned collectively shall be referred to as the “Parties.” W I T N E S S E T H: WHEREAS, the Town previously engaged the services of the Consultant to provide engineering services in connection with the Custer Road 6.0 MG Ground Storage Tank Project (2412-WA), hereinafter called “Project”; and WHEREAS, the Parties previously entered into an professional services agreement regarding the Project on or about July 8, 2024, in the amount of Five Hundred and Ninety-Nine Thousand Five Hundred Dollars ($599,500), hereinafter called the “Original Agreement”; and WHEREAS, the Parties now desire to amend the Original Agreement to increase the scope of services and compensation provided to include easement acquisition services. For the mutual promises and benefits herein described, Town and Consultant agree to amend the Original Agreement as follows: 1. Additional Services to be Performed by Consultant. The Parties agree that Consultant shall perform such additional services as are set forth and described in Exhibit A1 – Scope of Services and incorporated herein as if written word for word. All references in the Original Agreement to “Exhibit A” are hereby amended to state “Exhibits A and A1.” 2. Additional Compensation of Consultant. Town agrees to pay to Consultant for the satisfactory completion of all services included in this Amendment a total additional fee of One Hundred and Sixty Four Thousand Seven Hundred and Fifty Dollars ($164,750) for the additional services as set forth and described in Exhibit B1 – Compensation Schedule and incorporated herein as if written word for word. All references in the Original Agreement to “Exhibit B” are hereby amended to state “Exhibits B and B1.” 3. Revised Compensation for Consultant's Services. Paragraph 4 of the Original Agreement is hereby amended to increase Consultant's total compensation by deleting “Five Hundred and Ninety-Nie Thousand Five Hundred Dollars ($599,500) and replacing it with Seven Hundred Sixty Four Thousand Two Hundred and Fifty Dollars ($764,250).” 4. Original Agreement. All other provisions and terms of the Original Agreement shall remain in full force and effect and this Amendment to the Original Agreement shall in no way release, affect, or impair any other provision or responsibility contained in the Original Agreement. Page 76 Item 8. CONTRACT AMENDMENT #1 PAGE 2 OF 6 IN WITNESS WHEREOF, the Parties, having read and understood this Amendment, have executed such in duplicate copies, each of which shall have full dignity and force as an original, on the _______ day of _______________________, 2025. Freese and Nichols, Inc. By: Signature Clayton Barnard Printed Name Principal/ Vice President Title Date TOWN OF PROSPER, TEXAS By: Signature Mario Canizares Printed Name Town Manager Title Date August 1, 2025 Page 77 Item 8. CONTRACT AMENDMENT #1 PAGE 3 OF 6 EXHIBIT A1 SCOPE OF SERVICES CONTRACT AMENDMENT #1 BETWEEN THE TOWN OF PROSPER, TEXAS, AND FREESE AND NICHOLS, INC., FOR THE CUSTER ROAD 6.0 MG GROUND STORAGE TANK PROJECT (2412-WA) I. PROJECT DESCRIPTION With the completion of the Residual Control Improvements Technical Memorandum, a better definition on the system has been determined. This amendment incorporates the defined design aspect for the residual system utilizing the existing storage building and connecting to the existing 3.0 MG and 5.0 MG, proposed 6.0 MG, and future 5.0 MG ground storage tanks. II. TASK SUMMARY SPECIAL SERVICES Task 10 – Residual Control Improvements – Final Design Development of 60%, 90% and Final plans, specification, and OPCC based on the recommendations from Task 1- Residual Control Improvements – Study Phase Technical Memorandum. The CRPS existing chloramine system includes sodium hypochlorite and liquid ammonium sulfate (LAS) bulk tanks, sodium hypochlorite metering pumps, LAS metering pumps, and chlorine residual analyzers. The existing chloramine system will be completely replaced. a. General Meetings and Project Management b. Design Phase Services a. Structural i. Demo one side of the containment wall for the replacement of the existing sodium hypochlorite tank ii. Demo the hypochlorite tank pad and put a shorter one back in for the new pad iii. Build the containment wall back around the hypochlorite tank iv. Increase the containment wall height around the hypochlorite tank by an additional 2” v. Remove and replace existing Ammonia Tank pad b. Electrical, Instrumentation, and Control (EIC): i. All EIC system cable associated with the chemical storage and feed system will be demolished and replaced as required to support the new system. ii. The existing power circuit conductors associated with the chloramine system will be demolished back to the source. iii. The existing signal conductors associated with the NaOCL and LAS tanks, feed Page 78 Item 8. CONTRACT AMENDMENT #1 PAGE 4 OF 6 pumps, pressure switches, and chlorine analyzers will be demolished. The CRPS existing RTU cabinet I/O points will be sufficient to be reused with the new system. iv. The chemical storage and feed system will be provided with vendor packaged solutions. Consultant is not preparing chemical feed or metering control solutions or narratives/loop descriptions for PLC based chemical controls. 1. Consultant will work with vendors as required to incorporate the new system’s required signals to/from the existing CRPS RTU cabinet and SCADA system. v. Circuits associated with chemical room lights, electric unit heater, and ventilation fan will be replaced back to the 3-phase 480V main switchgear. This includes any disconnects and combination motor starters. vi. The existing electrical distribution system will have the required capacity to support the new system’s electrical load. The new design circuits will be fed from a combination of existing 480V switchgear and 208Y/120V panelboard LP-1. vii. Chemical room light fixtures and controls will be replaced. viii. Existing raceway will be reused to route power and signal conductors, except where not feasible or where the raceway is no longer in acceptable condition, where applicable. c. Mechanical and Plumbing i. Replacement of the existing unit heaters in the chemical building ii. Determining whether the existing overhead vent fan will have enough capacity to cool the space. If it is determined the existing vent fan does not have the capacity design a replacement. iii. Replace the two (2) existing eye wash & shower stations iv. Consider the need for re-piping of CW or sanitary c. Assumptions a. New hypochlorite/Ammonium tanks will be the same volume or less as the existing tanks. No analysis of existing foundations needed. b. No modification of existing foundations will be needed. c. Ammonium tank foundation and containment walls will not need modifications. d. Fire Protection and coordination with the Fire Marshall is not included. III. DELIVERABLES Task 10 – Residual Control Improvements – Final Design Provide Preliminary and Final design plans and specifications for the residual controls improvements at the two existing tanks, proposed tank, future tank, and utilization of the existing chemical building. Page 79 Item 8. CONTRACT AMENDMENT #1 PAGE 5 OF 6 EXHIBIT B1 COMPENSATION SCHEDULE CONTRACT AMENDMENT #1 BETWEEN THE TOWN OF PROSPER, TEXAS, AND FREESE AND NICHOLS, INC., FOR THE CUSTER ROAD 6.0 MG GROUND STORAGE TANK PROJECT (2412-WA) I. COMPENSATION SCHEDULE Task Completion Schedule (Completed) Compensation Schedule Notice-to-Proceed January 2025 Task 10 – Residual Control Improvements – Final Design October 2025 $164,750 Total Compensation $164,750 II. COMPENSATION SUMMARY Special Services (Hourly Not-to-Exceed) Amount Task 10 – Residual Control Improvements – Final Design $164,750 Total Special Services: $164,750 Direct Expenses Amount None $0,000 Total Direct Expenses: $0,000 Page 80 Item 8. CONTRACT AMENDMENT #1 PAGE 6 OF 6 Basic Services Compensation Schedule Original Contract Amendment No. 1 Total Contract Task 1 – Residual Control Improvements – Study Phase $40,000 - $40,000 Task 2 – Preliminary Design $106,100 - $106,100 Task 3 – Final Design $174,100 - $174,100 Task 4 – Bid Phase $21,850 - $21,850 Task 5 – Construction Phase $82,600 - $82,600 Task 6 – Record Drawings $13,900 - $13,900 Total Basic Services $438,550 - $438,550 Special Services Compensation Schedule Original Contract Amendment No. 1 Total Contract Task 7 – Topographical Survey $6,650 - $6,650 Task 8 – Subsurface Utility Engineering (SUE) $8,800 - $8,800 Task 9 – Geotechnical Engineering $45,500 - $45,500 Task 10 – Residual Control Improvements – Final Design $100,000 $164,750 $264,750 Total Special Services $160,950 $157,590 $325,700 Total Compensation Schedule Original Contract Amendment No. 1 Total Contract $599,500 $164,750 $764,250 Page 81 Item 8. LOCATION MAP CUSTER ROAD 6MG GROUND STORAGE TANK CUSTER ROAD US 380 Page 82 Item 8. 5805 Main St., Suite B + Frisco, Texas 75034 + 972-624-9201 + FAX 817-735-7491 1.00 INTRODUCTION The Town of Prosper (Town) receives water from the North Texas Municipal Water District (NTMWD) through a single entry-point located on the eastern side of town at their Custer Road Site. The Custer Road Site currently houses two ground storage tanks (GSTs), one 3-million gallon (MG) and one 5-MG, an existing pump station, the Custer Road Pump Station (CRPS), and the Lower Pressure Plane Pump Station (LPPPS) that is currently in construction. The CRPS currently provides water to the Town’s Upper Pressure Plane as well as the Lower Pressure Plane through a pressure reducing valve. Due to continued growth within the Lower Pressure Plane, Freese and Nichols, Inc. (FNI) previously designed the LPPPS to meet demands in the Lower Pressure Plane. This project includes the design of an additional 6-MG GST at the Custer Road Site. The three GSTs will serve as storage for both the CRPS and the LPPPS. Because the Town has a single entry-point, water age increases and chloramine residuals decline at areas of the system farther away from the entry-point. To better understand the Town’s options for chloramine management within the system, FNI was tasked with evaluating different approaches for chloramine residual control including the following: • Inspecting existing chloramine booster system to understand what may be re-used • Assessing chloramine boosting locations within the Town’s distribution system • Comparing different options for chlorination and injection at the selected boosting location • Evaluating costs for the chloramine management system The purpose of this technical memorandum is to identify the technologies, components, and conceptual costs associated with a chloramine residual control system at the Town’s Custer Road Site. 2.00 EXISTING CHLORAMINE BOOSTING SYSTEM The CRPS has an existing chloramine system that has fallen out of use. This system includes a sodium hypochlorite bulk tank, a liquid ammonium sulfate (LAS) bulk tank, two sodium hypochlorite metering pumps TO: Lindy Higginbotham, PE; James Rodriguez; James Schaftenaar FROM: Kristen Cope, PE Devan Ruiz, PE, PMP SUBJECT: Custer Road Site – Chloramine Residual System Evaluation PROJECT: PRP24435 – Custer Road 6.0 MG Ground Storage Tank Project DATE: December 11, 2024 CC: Alexis Walker www.freese.com TECHNICAL MEMORANDUM 2024-12-11 Page 83 Item 8. 2 and associated piping, two LAS metering pumps and associated piping, and two chlorine residual analyzers. FNI performed a site visit to assess the system on September 4, 2024, and a description of the system components are described below. 2.01 BULK SODIUM HYPOCHLORITE TANK AND CONTAINMENT The sodium hypochlorite storage and containment area was originally designed to accommodate one 5,400- gallon bulk tank with a diameter of 11’-11” and a straight side shell height of 7’-9.5”. The sodium hypochlorite bulk tank is a non-insulated double-wall, high density polyethylene (HDPE) tank in an indoor containment area. The system has been out of service for multiple years; however, the tank still contains sodium hypochlorite. This tank was purchased from the Poly Processing Company, and according to their product information, these tanks typically have a life span of approximately 10 plus years, with 15 to 20 years of service being possible. This tank is approaching 20 years of service, which is beyond the anticipated end of its useful life. Based on the age of the tank, FNI recommends that the tank be replaced. The concrete containment area itself appears to be in good condition based on this preliminary assessment. The finished floor of the containment area is at the same grade as the remainder of the building, and the top of the wall is approximately 4’-2” above the finished floor with a chemical resistant coating on the concrete inside the containment area. The walls are approximately 8” thick, and the tank pad within the containment area is 2’-0” tall and 13’-0” in diameter. Pictures of the tank and containment area are provided in Figure 2-1 and Figure 2-2. The net containment volume is 7,345 gallons which allows for six inches of freeboard in the event of a tank failure. Figure 2-1: Bulk Sodium Hypochlorite Tank Page 84 Item 8. 3 Figure 2-2: Bulk Sodium Hypochlorite Containment Area There is a 12’-0” by 12’-0” roll-up door allowing access to the Chemical Room within the CRPS where the sodium hypochlorite tank and containment area is located. However, based on the diameter size of the existing tank, this tank will need to be dismantled to remove it from the building through the roll-up door. It is not recommended to remove a portion of the roof to remove the tank or install a new tank as it will be expensive and affect the wall stability of the building. Reusing the existing containment area is possible by demolishing and replacing the west containment wall located nearest the roll-up door. The tank pad can be resized if needed to accommodate a new tank, and the containment area can be re-coated prior to installation of the new tank. The west wall of the containment area would be installed after the new tank is in place. 2.02 BULK LAS TANK AND CONTAINMENT The LAS storage and containment area was originally designed to store one 6,150-gallon bulk tank with a diameter of 10’-2” and a straight side shell height of 10’-5”. The LAS tank is a non-insulated single-wall, HDPE tank in an outdoor containment area. Like the sodium hypochlorite tank, the LAS tank been out of service for multiple years but still contains LAS. This tank was also purchased from the Poly Processing Company, and at nearly 20 years of service, the tank is at the end of its useful life. FNI recommends that this tank be replaced. The concrete containment area itself appears to need some repair based on this preliminary assessment. The finished floor of the containment area is at the same grade as the CRPS building, and the top of the wall is approximately 4’-2” above the finished floor with a chemical resistant coating on the concrete inside the containment area. The walls are approximately 8” thick, and the tank pad within the containment area is 2’-0” tall and 12’-0” in diameter. Pictures of the tank and containment area are provided in Figure 2-3. The net containment volume is 7,380 gallons which allows for six inches of freeboard in the event of a tank failure. Page 85 Item 8. 4 Figure 2-3: Bulk LAS Tank and Containment Area The LAS tank and containment area is located outdoors which will ease the removal of the existing tank. Reusing the existing containment area will be possible after making needed repairs within the containment area. The tank pad can be resized if needed to accommodate a new tank, and the containment area can be re-coated prior to installation of the new tank. 2.03 CHEMICAL METERING PUMPS The sodium hypochlorite and LAS systems are not currently in use, but each system was designed with a duty and stand-by diaphragm metering pump. The sodium hypochlorite system metering pumps are from the ProMinent® Sigma Series, and the LAS pumps are from the ProMinent® gamma Series. The injection locations for sodium hypochlorite are within the same chemical injection manhole on the 30” suction line of the CRPS pumps. The existing sodium hypochlorite and LAS chemical feed pumps and associated piping are shown in Figure 2-4. The metering pumps are not on factory-built skids, which can make following and understanding the piping system more difficult when operating. Diaphragm pumps are also used for both systems, and this type of pump is prone to vapor lock with sodium hypochlorite. Additionally, the pumps, piping, and associated equipment are not maintained regularly since the system is not in use. Based on the current condition and age of the system, FNI recommends that these chemical metering pumps be replaced. Page 86 Item 8. 5 Figure 2-4: Sodium Hypochlorite and LAS Metering Pumps 2.04 CHLORINE ANALYZERS There are two existing ProMinent® DULCOMETER controllers for chlorine analyzers within the Chemical Room of the CRPS. The units were labeled for the suction and discharge side of CRPS pumps, but they did not appear to be connected to an analyzer or in use. As the Town is interested in a residual control system to monitor chloramines, these controllers will not be re-used. A picture of the controllers is provided in Figure 2-5. Figure 2-5: Chlorine Analyzer Controllers Page 87 Item 8. 6 3.00 CHLORAMINE BOOSTING LOCATION In addition to the Custer Road Site, the Town of Prosper has three elevated storage tanks (ESTs) located across the Town. As part of this study, FNI evaluated whether the Custer Road Site or one of the other storage sites would be the best location for a Residual Control System to improve chloramine residuals within the distribution system. The Town provided chloramine residual sample data from their nitrification action plan (NAP) taken at various locations within their system, as well as at the ESTs. Upon review of the data and discussion with the Town’s operation staff on September 6, 2024, the Custer Road Site was selected as the optimal location for the residual control system. This site was selected because it provides the Town with the ability to boost the chloramine residual throughout the distribution system as all water entering the Town passes through the Custer Road Site. This will help increase the chloramine residual at all the ESTs through one chemical storage and feed system, as opposed to having individual storage and feed systems at each EST. By centralizing the residual system at the Custer Road Site, the Town will be able to monitor and improve the residual as it is received from the NTMWD. Additionally, the storage capacity at the Custer Road Site is increasing, and having the ability to maintain a consistent, high residual in their stored water gives operators more flexibility in how the overall system and ETSs are operated. 4.00 REGULATORY REQUIREMENTS The TCEQ has established chemical storage and feed systems requirements for water treatment systems. The relevant sections of the 30 Texas Administrative Code (TAC) are listed below: • §290.42(e)(3)(A): Disinfection equipment shall have a capacity at least 50% greater than the highest expected dosage to be applied at any time. It shall be capable of satisfactory operation under every prevailing hydraulic condition. • §290.42(e)(7)(C)(ii): Sampling taps must be provided at locations that allow for chlorine and ammonia to be added to the water to form monochloramine as the primary chloramine species. These locations must be listed in the system's monitoring plan as described in §290.121 of this title (relating to Monitoring Plans). Sample taps must be provided as follows: (ii) between the addition of the chloramine chemicals at chloramination facilities submitted for plan review after December 31, 2015. For these facilities, an installation without this sample tap may be approved if an acceptable technical reason is described in the plan review documents. Technical reasons, such as disinfection byproduct control, must be supported by bench scale sampling results. Other technical reasons, such as membrane integrity, must be supported by documentation. • §290.42(f)(1)(A): Bulk storage facilities at the plant shall be adequate to store at least a 15-day supply of all chemicals needed to comply with minimum treatment technique and maximum contaminant level (MCL) requirements. The capacity of these bulk storage facilities shall be based on the design capacity of the treatment plant. However, the executive director may require a larger stock of chemicals based on local resupply ability. • §290.42(f)(1)(B): Day tanks shall be provided to minimize the possibility of severely overfeeding liquid chemicals from bulk storage facilities. Day tanks will not be required if adequate process control instrumentation and procedures are employed to prevent chemical overfeed incidents. Page 88 Item 8. 7 • §290.42(f)(1)(C): Every chemical bulk storage facility and day tank shall have a label that identifies the facility's or tank's contents and a device that indicates the amount of chemical remaining in the facility or tank. • §290.42(f)(1)(E)(ii)(I – II): Containment facilities for a single container or for multiple interconnected containers must be large enough to hold the maximum amount of chemical that can be stored with a minimum freeboard of six vertical inches or to hold 110% of the total volume of the container(s), whichever is less. Common containment for multiple containers that are not interconnected must be large enough to hold the volume of the largest container with a minimum freeboard of six vertical inches or to hold 110% of the total volume of the container(s), whichever is less. • §290.42(f)(2)(A): Each chemical feeder that is needed to comply with a treatment technique or MCL requirement shall have a standby or reserve unit. Common standby feeders are permissible, but generally, more than one standby feeder must be provided due to the incompatibility of chemicals or the state in which they are being fed (solid, liquid, or gas). • §290.42(f)(2)(B): Chemical feed equipment shall be sized to provide proper dosage under all operating conditions. • §290.42(f)(2)(B)(i – ii): Devices designed for determining the chemical feed rate shall be provided for all chemical feeders. The capacity of the chemical feeders shall be such that accurate control of the dosage can be achieved at the full range of feed rates expected to occur at the facility. • §290.42(f)(2)(C – D): Chemical feeders, valves, and piping must be compatible with the chemical being fed. Chemical feed systems shall be designed to minimize the possibility of leaks and spills and provide protection against backpressure and siphoning. 5.00 CUSTER ROAD SITE FLOWS AND DOSING All water entering the Town flows through the Custer Road Site and will be pumped through either the CRPS or the LPPPS currently under construction. The design flows used for chemical system sizing are based on the recommendations identified by FNI in the August 2017 Town of Prosper Water System CIP Updates Technical Memorandum. Table 5-1 provides the initial firm pumping capacity based on 2028 demands and the buildout firm pumping capacity for the CRPS and the LPPPS, and Table 5-2 provides the flows used for the basis of design storage and feed calculations. Table 5-1: Initial and Buildout Firm Pumping Capacity for the CRPS and LPPS Firm Pumping Capacity Flow (MGD) CRPS | LPPS Custer Road Site Total Initial Capacity 25 | 26 51 Buildout Capacity 25 | 40 65 Page 89 Item 8. 8 Table 5-2: Basis of Design Flows Custer Road Site Total Flow (MGD) Initial Buildout Minimum1 5.1 6.5 Average2 26 33 Maximum 51 65 Chlorine and ammonia dosing estimates were developed based on total chlorine residual data entering the Custer Road Site from March 2022 to August 2024. Based on discussion with the Town, staff would like to maintain a consistent total chlorine residual of 3.5 milligrams per liter (mg/L) at the Custer Road Site. Using the incoming chlorine residual data and the desired chloramine residual, the estimated dosages used for the chemical system basis of design at the Custer Road Site are provided in Table 5-3. Chlorine (Cl2) dosages were determined based on the minimum, average, and maximum residuals coming in (i.e., for the lowest residual entering the Custer Road Site, the highest amount of chlorine would be dosed to raise the residual to 3.5 mg/L). For the ammonia (NH3) dosages, we used the chlorine-to-ammonia-nitrogen (Cl2:NH3-N) mass ratio of 4.8:1, which is the ideal ratio to form monochloramine. Table 5-3: Chlorine and Ammonia Design Dosages Criteria Total Chlorine Residual Entering the Custer Road Site (mg/L as Cl2) Chlorine Dosage Needed to Raise Chloramine Residual to 3.5 mg/L (mg/L as Cl2) Ammonia Dosage Needed for a 5:1 Ratio of Cl2:NH3-N (mg/L as NH3-N) Minimum Dosage 3.43 0.1 0.02 Average Dosage 2.9 0.6 0.12 Maximum Dosage 1.0 2.5 0.52 Maximum Dosage + 50%4 - 3.8 0.78 6.00 CHLORAMINE BOOSTER SYSTEM COMPONENTS The Custer Road Site chloramine booster system will include the following major components: • Chemical system including chlorine and ammonia storage, feed, and injection equipment • Tank mixers to improve water quality in the GSTs 1 The minimum flow is assumed to be 10 percent of the total Custer Road Site capacity. 2 The average flow was assumed to be 50 percent of the total Custer Road Site capacity. 3 The 95th percentile value of the chlorine residual data was used in lieu of the maximum to determine the minimum dose of chlorine needed to raise the chloramine residual to 3.5 mg/L. This approach is taken since the actual maximum chlorine residual was greater than the target residual of 3.5 mg/L and no additional chlorine would be needed. 4 The maximum plus 50 percent is to satisfy the TCEQ design criteria associated with disinfection systems. Page 90 Item 8. 9 • Residual control system(s) which uses a programmable logic controller (PLC) to monitor water quality data and automatically increase or decrease the rate of chemical injection Additional information on any of these components and any alternatives is provided below. 6.01 CHEMICAL INJECTION ALTERNATIVES Two options were evaluated for chemical injection at the Custer Road Site: (A) in-line chemical injection or (B) in-tank chemical injection. A. In-Line Chemical Injection The CRPS was originally designed on the use of in-line chemical injection for chlorine and ammonia injection, which the Town has had difficulties with in the past and does not currently operate. The injection point for the CRPS is on the 30” suction header prior to the CRPS pumps, and it would be in approximately the same location if in-line injection is utilized for the new booster system. With the addition of the LPPPS to the Custer Road Site, there would be a second injection point on the suction header of the LPPPS pumps. The feed system would be designed with two duty (one for each injection location) pumps for each chemical, and one stand-by pump for each chemical that could be used for either injection location. New injection and sample quills would be installed for all injection and sample locations. A conceptual in-pipe residual control system process diagram for each pump station is provided in Figure 6-1. Figure 6-1: In-Line Chemical Injection Residual Control System for Each Pump Station Page 91 Item 8. 10 While this type of system can be successfully utilized for residual control, there are possible downsides, primarily related to mixing. Without good mixing at the injection locations, it can be difficult for the chlorine and ammonia to fully mix and form monochloramine. In-line mixers can be added to help with mixing, but there is limited space to add two inline mixers between the pump stations and the last ground storage tanks on each suction header. If good mixing is not achieved, other species of chloramines (di- and tri-chloramine) may be formed, and there is also a possibility that a higher concentration of chemical could reach a pump. Because the Town already expressed interest in adding mixers to the GSTs to improve water quality, the in-tank option will provide better mixing and residual control at the Custer Road Site, and in-line injection was not further investigated for costs or a layout. B. In-Tank Chemical Injection In-tank chemical injection with a mixer is the optimal option to maintain good water quality with a consistent chloramine residual. It also simplifies the residual control system as there is only one sample point feeding back to the chemical dosing system where chlorine is added and trimmed by adding ammonia as needed to maintain monochloramine formation. The Custer Road Site will have up to four GSTs, and each one would have its own residual control system as well as three duty pumps for each chemical with space for a future fourth duty pump when the last tank is installed. There would also be an additional installed stand-by pump for each chemical that can be used for any of the GSTs. New chemical and sample pipes would be run to each of the GSTs. A conceptual in-tank residual control system process flow diagram for each GST is shown in Figure 6-2. Figure 6-2: In-Tank Chemical Injection Residual Control System In-tank chemical injection of chlorine and ammonia has been successfully utilized at pump stations throughout Texas; however, an exception request will still be needed to 30 TAC §290.42(e)(7)(C)(ii), which requires Page 92 Item 8. 11 intermediate sample taps between injection points of chloramine chemicals. This will be a straightforward exception request, but the standard TCEQ review period is 100-days. To avoid a slowdown to final design and construction, this exception request can be submitted as soon as the Town agrees to move forward with the in- tank injection option and associated mixing equipment and residual control system. Additional information on the cost and layout of the system are provided in Section 7.00 below. 6.02 CHLORINE SYSTEM ALTERNATIVES There are three primary options used for chlorination systems that were evaluated as part of this study: A. Chlorine Gas – Compressed liquid chlorine is delivered to the site in pressurized containers for storage and feed. B. On-Site Sodium Hypochlorite Generation (OHSG) – Sodium hypochlorite is generated on-site at a concentration of 0.8-percent for storage and chemical feed using a salt delivered to the site. C. Bulk Sodium Hypochlorite – Sodium hypochlorite is delivered to the site in bulk at a concentration of 12.5-percent for storage and feed. A. Chlorine Gas Chlorination using chlorine gas is still a common practice in Texas; however, many public water systems are choosing to move toward sodium hypochlorite as an inherently safer alternative to chlorine gas. While chlorine gas is effective for disinfection, it poses an exposure risk to personnel in the event of a leak as well as to the community during transport of the chemicals to the facility for storage. Due to these risks and discussion with the Town, chlorine gas was not further investigated for costs or a system layout. B. On-Site Sodium Hypochlorite Generation (OSHG) The OSHG process consists of a brine solution being passed through an electrolytic cell where a current is applied to convert the brine to a dilute, low-strength sodium hypochlorite solution (approximately 0.8-percent, or 0.067 pounds of available chlorine per gallon). At the Custer Road Site, the process would begin with solar salt delivered to a salt/brine storage tank using semi-trucks capable of delivering 22 to 24 tons per load, where it would be discharged by truck mounted blowers into the tank. Softened water is required for the process, and a dedicated water softener system would be used to form the brine solution, while a second water softener system would be dedicated to the sodium hypochlorite generator. To form the brine solution, softened water is discharged into the brine tank where the water level is maintained automatically in the brine maker to create a reservoir of 30-percent brine solution. The brine solution is diluted to 3-percent using softened water passed through a water chiller from the generator water softeners before the brine solution enters the electrolytic cells. The diluted brine solution then passes across electrodes powered by a low-voltage direct current and forms a low-strength solution of 0.8-percent sodium hypochlorite. The equation for the generation is as follows: 𝑁𝑎𝐶𝑙 (𝑟𝑙𝑙𝑎𝑟 𝑟𝑎𝑙𝑟)+𝐻2 𝑁 (𝑤𝑎𝑟𝑐𝑟) =𝑁𝑎𝑁𝐶𝑙 (𝑟𝑙𝑐�ℎ𝑟𝑙 �𝑦𝑙𝑙𝑐�𝑙𝑙𝑟�ℎ𝑟𝑐) + 𝐻2 (�𝑦𝑐𝑟𝑙𝑖𝑐𝑙 𝑖𝑎𝑟) The dilute sodium hypochlorite solution will be stored in a sodium hypochlorite bulk tank and pumped to the desired injection points at the GSTs using metering pumps. Hydrogen gas, the by-product of on-site sodium hypochlorite generation, is vented to the atmosphere using blowers. The generation process requires approximately 2.5 to 3.5 pounds of salt, 1.8 to 2.4 kWh of electricity, and 14 to 17 gallons of water to generate 14 to 17 gallons of 0.8-percent sodium hypochlorite product. Fifteen gallons of 0.8-percent sodium hypochlorite Page 93 Item 8. 12 is equivalent to approximately 1.0 pound of chlorine gas. The advantages of this low concentration solution are that it is safer to handle than 12.5-percent, and it will not degrade in concentration as quickly as a higher concentration solution. In addition to the primary materials (solar salt, softened water, and electricity) required by the process, dilute hydrochloric acid (5-10-percent) or citric acid is required for periodic cleaning of the electrolytic cell assemblies. Typically, cells are cleaned in place utilizing a portable cleaning cart and recirculation pump. Cleaning frequency varies based upon the local water supply characteristics but typically ranges between three and six months. To comply with TCEQ requirements for backup chlorination units, either a secondary sodium hypochlorite generator would be required, or the Town would need to be prepared to order 12.5-percent sodium hypochlorite if the generator is out of service. Purchasing 12.5-percent leads to an issue with pump turndown ratios as the pumps sized for 0.8-percent will be too large, so a separate set of feed pumps would be required. Alternatively, a dilution panel could be used to dilute the sodium hypochlorite when it is delivered, but dilution of one 4,600-gallon bulk delivery of 12.5-percent to 0.8-percent would require over 70,000 gallons of water and more storage than would be reasonable to provide. Additionally, to meet the 15-day storage requirement for a 0.8-percent sodium hypochlorite solution, over 50,000 gallons of storage. Instead, the brine tank would be sized to store over 15 days’ worth of salt (a minimum of 7 tons) to be used to form the sodium hypochlorite solution, and a 7,700-gallon tank would be provided for approximately two days of 0.8-percent sodium hypochlorite storage. These systems are considered a safer alternative to chlorine gas, and because the sodium hypochlorite produced is very dilute, a spill of the 0.8-percent solution would be less hazardous than a spill of 12.5-sodium hypochlorite. However, hydrogen gas is produced as a by-product of the process, and the systems must be maintained to ensure the hydrogen blowers are functioning to avoid any hydrogen entrapment in the building or in the storage tank. While hydrogen is a non-toxic substance, it is flammable and must be vented. Based on FNI’s experience with these systems, there is a heavy maintenance requirement, and the equipment and infrastructure needed for these systems can make them cost prohibitive. A larger chemical storage and equipment area is needed for these systems as the pumps required are larger, either a second generator or second set of metering pumps is required, a minimum of two bulk tanks are needed (one brine tank and one dilute sodium hypochlorite tank), and there is more ancillary equipment required for the system including water softeners, blowers, and a water chiller. Based on the operational and maintenance challenges associated with an OSHG system, this option is not recommended for the Custer Road Site. As this option is not recommended, OSHG was not further investigated for a full opinion of probable construction cost (OPCC) or a system layout, but based on discussion with the manufacturer’s representative, a single generator of the size needed for this system with the associated transformer rectifier, control panel, blowers, and water softeners would cost approximately $710,000. This cost does not include storage tanks for sodium hypochlorite or the salt/brine solution, a water chiller, pumps for sodium hypochlorite, or any modifications to buildings or new containment areas. Page 94 Item 8. 13 C. Bulk Sodium Hypochlorite Sodium hypochlorite purchased in bulk at a concentration of 12.5-percent is an inherently safer chemical to handle than chlorine gas. While it is more hazardous than the 0.8-percent sodium hypochlorite solution, the system can be designed with several safety features to minimize hazards to operation and maintenance staff through alarms and safety equipment such as personal protective equipment (PPE) lockers and maintaining showers/eyewash stations inside and outside the containment area where exposure to sodium hypochlorite is possible. It is commonly used throughout Texas and is a straightforward process for operators with lower maintenance requirements than an OSHG system. Based on FNI’s experience with other chloramine booster systems, bulk sodium hypochlorite is the recommended option for the Custer Road Site. The characteristics of 12.5-percent sodium hypochlorite are shown in Table 6-1. The sodium hypochlorite storage and feed systems will be sized based on the capacity and required chlorine dosages described in Table 5-2 and Table 5-3, respectively. The anticipated sodium hypochlorite daily usage for the expected doses and flows is summarized in Table 6-2. Table 6-1: Sodium Hypochlorite Parameters Parameter Value Chemical Formula NaOCl (Sodium Hypochlorite) Appearance Clear or green to yellow, liquid with a chlorine (bleach) odor Concentration 12.5% purchased (chemical concentration may vary from 10% to 15.6%) pH 12 – 14 SU5 Specific Gravity 1.20 – 1.40 Freezing Point 20°F Table 6-2: Sodium Hypochlorite (12.5-percent Solution) Daily Usage Sodium Hypochlorite Dose (mg/L as Cl2) Sodium Hypochlorite Usage (gpd6) Initial Minimum Flow (5.1 MGD) Initial Average Flow (26 MGD) Initial Maximum Flow (51 MGD) Buildout Maximum Flow (65 MGD) Minimum (0.1) 3.56 17.8 35.6 45.4 Average (0.6) 20.7 103 207 264 Maximum (2.5) 89.1 446 891 1,136 Maximum + 50% (3.8) 134 668 1,337 1,704 5 SU – standard units 6 gpd – gallons per day Page 95 Item 8. 14 The TCEQ requires that liquid chemical storage facilities be sized to supply 15 days of storage, at a minimum, based on the maximum facility capacity and average dose. For the Custer Road Site, the maximum facility capacity was assumed to be the site’s initial 2028 firm capacity of the CRPS and LPPPS combined, which is a total of 51 MGD. At an average dosage of 0.6 mg/L (as Cl2), it is expected that approximately 207 gpd of sodium hypochlorite will be used. Based on the 15-day storage requirement, approximately 3,105 gallons of sodium hypochlorite solution will be required. At the buildout firm capacity of both pump stations, 65 MGD, approximately 264 gpd will be used and 3,960 gallons of sodium hypochlorite will be required at the Custer Road Site. It should be noted that sodium hypochlorite degrades over time, especially when exposed to heat or sunlight. As hypochlorite degrades, the free available chlorine (FAC) decreases, requiring more sodium hypochlorite to achieve the same chlorine dose. To mitigate this issue, the existing chemical room at the CRPS will be re-used to store a new sodium hypochlorite storage tank. The degradation of sodium hypochlorite by ultraviolet light and heat will be mitigated significantly by providing an enclosed and conditioned space for the storage tank and containment facilities. To allow the Town to accommodate a full delivery of sodium hypochlorite, while still being able to fit through the 12’ by 12’ roll-up door of the chemical room, a minimum tank size of 5,100-gallon polyethylene tank is recommended. A full truck load is approximately 4,500 to 5,000 gallons, and the Town will not have as much flexibility to schedule deliveries as the tank level will have to be lowered to 100 to 600 gallons to accept the truck load. At the average dosage and average flow rate, 103 gallons of sodium hypochlorite will be used per day, so this still provides the Town with approximately 1 to 6 days to prepare to get a delivery scheduled. The chemical manufacturer will have a maximum delivery amount that will help the Town narrow down the level the tank will need to be lowered to in order to accept a delivery. While a larger tank would provide more flexibility, this size tank at 10’-2” in diameter and 10’-6.5” tall will fit through the existing overhead door without requiring additional modifications. FNI did discuss modifying the door opening, but because the walls of the building are pre-cast panels, there were concerns that this could have negative structural impacts. Removal of the roof to install a larger tank is also not recommended because it may have a negative effect on the wall stability of the building. The possibility of tilting a tank to fit it through the door was discussed with both internal and external construction experts, and due to the size and weight of the tank, they could not guarantee a tank larger than the door opening could be installed in the room without causing damage to the tank. This 5,100-gallon tank will meet the 15-day storage requirement for both the current capacity and the future buildout maximum capacity. The estimated storage duration for the 5,100-gallon tank at various flows and doses is summarized in Table 6-3. The design storage duration is circled in green. Page 96 Item 8. 15 Table 6-3: Sodium Hypochlorite Bulk Storage Duration Sodium Hypochlorite Dose (mg/L as Cl2) 12.5-percent Sodium Hypochlorite Bulk Storage 1 Tank: 5,100-gallon Total Storage Capacity Storage Duration (Days) Initial Minimum Flow (5.1 MGD) Initial Average Flow (26 MGD) Initial Maximum Flow (51 MGD) Buildout Maximum Flow (65 MGD) Minimum (0.1) 1,430 286 143 112 Average (0.6) 247 49.3 24.7 19.4 Maximum (2.5) 57.2 11.4 5.72 4.49 Maximum + 50% (3.8) 38.1 7.63 3.81 2.99 The sodium hypochlorite containment area within the CRPS chemical room will meet the TCEQ’s bulk storage containment requirements by providing more than six inches of freeboard and will contain over 110 percent of the total volume of the tank. The sodium hypochlorite storage system will not utilize a day tank. Instead, process control instrumentation and procedures will be used to minimize the potential of overfeeding sodium hypochlorite from the bulk tank in accordance with TCEQ requirements. The sodium hypochlorite feed system will include chemical feed pumps. One of the challenges of sodium hypochlorite is off gassing. While improvements to diaphragm pumps have been made to help overcome this challenge, diaphragm pumps can experience vapor locking, where gas bubbles become trapped in the diaphragm assembly and restrict pump capacity. Peristaltic (tube) pumps handle hypochlorite and any off gassing with little to no issue. The new sodium hypochlorite feed pumps will be peristaltic-style pumps. The new sodium hypochlorite feed pumps will be in on a wall of the existing chemical feed room, similar to the existing system and separated from the bulk storage area by the 4’-2” containment wall. The sodium hypochlorite pumps, piping, valves, and accessories will be furnished on wall-mounted skids. The pre-assembled skids allow the units to be leak tested at the assembly facility before shipment, leaving the general contractor to mount the skids and install the necessary piping and wiring to each skid. To provide in-tank chemical injection, one duty pump skid will be provided for each GST and one stand-by pump skid will be provided to inject at any of the GSTs. The initial build out will include three duty pumps and one stand-by pump with space reserved for a future fourth duty pump skid for the last GST anticipated to be installed at the Custer Road Site. The sodium hypochlorite feed pumps will be sized for the full range of operational scenarios from the minimum flow (5.1 MGD) and minimum dose (0.1 mg/L as Cl2) to the anticipated maximum buildout capacity (65 MGD) and a dosage 50 percent greater than the maximum dose in accordance with TCEQ regulations (3.8 mg/L as Cl2). This results in a sodium hypochlorite usage range of 0.14 gallons per hour (gph) to 74.5 gph. Table 6-4 summarizes the potential pump speeds for a single type of pump that may be included in the project. Page 97 Item 8. 16 Table 6-4: Sodium Hypochlorite Pump Speeds for Full Range of Custer Road Capacities Manufacturer and Model Information Watson Marlow Qdos H-FLO (ReNu 300 SEBS Tubing) Available Speeds, rpm 0.1 – 186 Available Flows, gph 0.032 – 79.36 Project Flows, gph Min | Design (Average) | Buildout Max 0.14 | 4.31 | 74.5 Project Speeds, rpm Min | Design (Average) | Buildout Max 0.33 | 10.1 | 175 Costs and layouts for the proposed bulk sodium hypochlorite system are provided in Section 7.00. 6.03 AMMONIA SYSTEM The ammonia system will be based on the use of LAS. The characteristics of LAS are shown in Table 6-5. The LAS storage and feed systems will be sized based on the capacity and required ammonia dosages described in in Table 5-2 and Table 5-3, respectively. The anticipated LAS daily usage for the expected doses and flows is summarized in Table 6-6. Table 6-5: LAS Parameters Parameter Value Chemical Formula (NH4)2SO4 (Ammonium Sulfate) Appearance Clear, Faint Yellow to Amber Liquid Concentration 38.0 – 40.0% pH 3 – 5 SU Specific Gravity 1.22 – 1.23 Freezing Point 10.4°F Page 98 Item 8. 17 Table 6-6: LAS (40-percent Solution) Daily Usage LAS Dose (mg/L as NH3-N) LAS Usage (gpd) Initial Minimum Flow (5.1 MGD) Initial Average Flow (26 MGD) Initial Maximum Flow (51 MGD) Buildout Maximum Flow (65 MGD) Minimum (0.02) 0.96 4.80 9.61 12.2 Average (0.12) 5.76 28.8 57.6 73.5 Maximum (0.52) 25.0 125 250 318 Maximum + 50% (0.78) 37.5 187 375 478 Like the sodium hypochlorite system, the LAS system will be sized to supply a minimum of 15 days of storage based on the maximum facility capacity and the average dose to meet TCEQ requirements. For the Custer Road Site, the maximum facility capacity was assumed to be the site’s initial 2028 firm capacity of the CRPS and LPPPS combined, which is a total of 51 MGD. At an average dosage of 0.12 mg/L (as NH3-N), it is expected that approximately 58 gpd of LAS will be used. Based on the 15-day storage requirement, approximately 870 gallons of LAS solution will be required. At the buildout firm capacity of both pump stations, 65 MGD, approximately 74 gpd will be used and 1,110 gallons of LAS will be required at the Custer Road Site. To allow the Town to accommodate a full delivery of LAS, approximately 4,500 gallons, and to make use of the existing LAS containment area, a new 6,100-gallon polyethylene tank is recommended. This is roughly the same capacity as the existing tank, which the containment area was sized to accommodate. Once repairs are made to the existing containment area, it will meet the TCEQ’s bulk storage containment requirements by providing more than six inches of freeboard and will contain over 110 percent of the total volume of the tank. This tank will also meet the 15-day storage requirement for the future buildout maximum capacity. Unlike sodium hypochlorite, LAS has a long storage life and can be stored outdoors without degradation issues. The tank will be heat traced and insulated to avoid freezing. The estimated storage duration for the 6,100-gallon tank at various flows and doses is summarized in Table 6-7. The design storage duration is circled in green. Page 99 Item 8. 18 Table 6-7: LAS Bulk Storage Duration LAS Dose (mg/L as NH3-N) 40-percent LAS Bulk Storage 1 Tank: 6,100-gallon Total Storage Capacity Storage Duration (Days) Initial Minimum Flow (5.1 MGD) Initial Average Flow (26 MGD) Initial Maximum Flow (51 MGD) Buildout Maximum Flow (65 MGD) Minimum (0.02) 6,348 1,270 635 498 Average (0.12) 1,058 212 106 83.0 Maximum (0.52) 244 48.8 24.4 19.2 Maximum + 50% (0.78) 163 32.6 16.3 12.8 The LAS storage system will not utilize a day tank. Instead, process control instrumentation and procedures will be used to minimize the potential of overfeeding LAS from the bulk tank in accordance with TCEQ requirements. The LAS feed system will include chemical feed pumps. The new LAS feed pumps will be peristaltic-style pumps. The new LAS feed pumps will be in on a wall of the existing chemical feed room, similar to the existing system and separated from the sodium hypochlorite bulk storage area by the 4’-2” containment wall. The LAS pumps, piping, valves, and accessories will be furnished on wall-mounted skids. The pre-assembled skids allow the units to be leak tested at the assembly facility before shipment, leaving the general contractor to mount the skids and install the necessary piping and wiring to each skid. To provide in-tank chemical injection, one duty pump skid will be provided for each GST and one stand-by pump skid will be provided to inject at any of the GSTs. The initial build out will include three duty pumps and one stand-by pump with space reserved for a future fourth duty pump skid for the last GST anticipated to be installed at the Custer Road Site. There will be no shared pumps between the LAS system and the sodium hypochlorite system. The LAS feed pumps will be sized for the full range of operational scenarios from the minimum flow (5.1 MGD) and minimum dose (0.02 mg/L as NH3-N) to the anticipated maximum buildout capacity (65 MGD) and a dosage 50 percent greater than the maximum dose in accordance with TCEQ regulations (0.78 mg/L as NH3-N). This results in an LAS usage range of 0.04 gallons per hour (gph) to 22.8 gph. Table 6-8 summarizes the potential pump speeds for a single type of pump that may be included in the project. Page 100 Item 8. 19 Table 6-8: LAS Pump Speeds for Full Range of Custer Road Capacities Manufacturer and Model Information Watson Marlow Qdos 120 Universal+ (ReNu Santoprene Tubing) Available Speeds, rpm 0.078 – 140 Available Flows, gph 0.02 – 31.7 Project Flows, gph Min | Design (Average) | Buildout Max 0.04 | 1.21 | 22.8 Project Speeds, rpm Min | Design (Average) | Buildout Max 0.18 | 5.1 | 101 Costs and layouts for the proposed bulk LAS system are provided in Section 7.00. 6.04 TANK MIXERS AND RESIDUAL CONTROL SYSTEM Mixing can improve water quality in potable water storage tanks by minimizing regions of the tank that exhibit longer water ages as a result of thermal stratification or hydraulic dead spots. Two primary types of mixing systems are available for GSTs: active and passive systems. Active systems can operate continuously, or at the discretion of the operators, mixing the GST’s contents using a dedicated motor/energy source that is independent of the GST’s drain/filling cycle. On the other hand, passive systems operate intermittently, mixing the GST’s contents using the energy generated from filling the GST. Each type of system is compared below in Table 6-9. For GSTs with chemical injection as is the recommended option for the Custer Road Site, active mixing systems are preferred since they allow operators to control chloramine residuals independent of system demand. This is especially critical for situations where extended water age is common such as oversized tanks and during low demand periods. In these scenarios, active mixing systems continuously mix the tank’s contents, effectively allowing for direct chemical injection into the tank regardless of whether or not water is moving in and out of the GST. For these reasons, an active mixing system is recommended for the Custer Road Site GSTs. There are two types of active mixing systems discussed in the table below: (1) active mixing systems with submerged moving parts and (2) active mixing systems with external moving parts. The advantage of the submerged option is that they have a wet installation option that will simplify installation in the existing GSTs at the Custer Road Site, and this is the recommended option for the Town. The number of mixers will be confirmed with the manufacturer during design, but for cost estimation purposes, it was assumed that two mixers would be installed in the 3-MG GST, and three mixers would be installed in the 5-MG and 6-MG GSTs. Page 101 Item 8. 20 Table 6-9: Comparison of GST Mixing Systems Criteria Active Mixing System (Submerged Moving Parts) Active Mixing System (External Moving Parts) Passive Mixing System Example System Types Manufacturers / Model Submersible Propeller PAX/PXM, Invent/Hypermix Submersible Sheet Flow Medora/GridBeeGS Large-Bubble Mixing Enviromix, Pulsair, PHi Pumped Recirculation Tideflex/Active TMS, PAX/Tank Shark Duckbill Inlet Mixing Tideflex/Passive TMS Landmark/HMS Ability to Minimize Thermal Stratification Yes Yes Yes, during avg demands. No during low demands (tank turnover required to achieve good mixing). Ability to Homogenize Water Quality in GST Yes Yes Yes, during avg demands. No during low demands (tank turnover required to achieve good mixing). Ease of Installation Best. Wet install possible. Good. Dry install required (not an issue for new tanks). Good. Dry install required (not an issue for new tanks). Ease of Maintenance Good. Low maintenance frequency. Mixer must be removed from top of GST for maintenance. Better. Low maintenance frequency. All moving parts can be located external to tank at ground level. Best. No components require routine maintenance. Ease of Equipment Repair Best. Mixers can be removed and replaced from roof hatch without draining tank. Good. External components can be readily accessed. Wetted components of system will require tank draining and a crane if large piping replacement is necessary. Good. Wetted components of system will require tank draining and a crane if large piping replacement is necessary. Compatible with Chemical Injection Approaches Yes Yes Yes, for pipe injection. No for in-tank injection. There are multiple options for the submerged system, but the Cleanwater1 PAX Impeller Water Mixer is recommended as the system can be installed as part of Cleanwater1’s Monoclor Residual Control System (Monoclor System), which is the recommend residual control system for the Custer Road Site based on FNI’s experience with systems that are installed and working at multiple sites across Texas. A simplified process and instrumentation diagram (P&ID) for a single tank is provided in Figure 6-3. The Monoclor System is an integrated residual control system capable of controlling tank mixing, water quality monitoring, and dosing of chlorine and ammonia to maintain the residual specified by the Town. The system includes a Water Quality Station and Smart Controller. The Water Quality Station is made up of one (1) pH probe, one (1) oxidation reduction potential (ORP) probe, and two (2) chlorine probes that send data on the water Page 102 Item 8. 21 quality within the tank to the Smart Controller. The Smart Controller uses an internal algorithm to maintain the chloramine concentration on the breakpoint curve at a 5:1 chlorine to ammonia-nitrogen level. The Smart Controller will automatically adjust the dose of chlorine or ammonia (or both) to maintain the input desired residual in each tank. This Smart Controller will be able to communicate to SCADA and in addition to automatically adjusting the chemical dosages, it will monitor the residual in each GST, control the tank mixer, monitor the sample pump for each GST, and monitor the bulk tank chemical levels. The default method for integrating the Smart Controller with SCADA involves Ethernet communication using Modbus TCP, but other protocols can be accommodated upon request including hardwiring signals to the SCADA Remote Terminal Unit (RTU). Three Monoclor Systems will be installed, one for each GST, with space reserved for a fourth system when the final GST is installed at the Custer Road Site. Figure 6-3: Monoclor Residual Control System P&ID Costs and layouts for the proposed tank mixers and Monoclor System are provided in Section 7.00. Page 103 Item 8. 22 7.00 RESIDUAL MANAGEMENT SYSTEM PRELIMINARY LAYOUT AND COSTS The proposed site layout for the bulk sodium hypochlorite and LAS system is provided in Figure 7-1. The chemical metering pumps, water quality stations, and smart controllers will be installed in the chemical room of the CRPS, and chemical feed lines will be sent to each of the GSTs. The existing GSTs will be modified to include tank mixers, and the new and future GSTs will be designed with tank mixers. A high-level opinion of probable construction cost (OPCC) is provided in Table 7-1, and a detailed OPCC is provided as an attachment. Table 7-1: Bulk Sodium Hypochlorite and LAS System OPCC Item OPCC* Residual Control Systems (1 per Tank) $690,000 Tank Mixers (2 for 3 MG GST, 3 for 5 MG GST, and 3 for 6 MG GST) $500,000 Yard Piping $126,195 Sodium Hypochlorite Area and Chemical Room Demolition and Repairs $39,810** New Sodium Hypochlorite System $303,575 LAS Area Demolition and Repairs $21,410** New LAS System $300,575 Subtotal $1,981,565 Contingency (30%), Mobilization (5%), OH&P (20%), and Escalation (4%) $1,394,070 TOTAL OPCC (2025) $3,375,635 *The costs provided are only for equipment and piping for three (3) GSTs. Costs associated with the future GST pumps, piping, mixers, and residual control system are not included. **These costs do not include disposal of sodium hypochlorite and LAS remaining in the existing tanks. 8.00 CONCLUSIONS AND RECOMMENDATIONS Technologies, components, and conceptual costs associated with a chloramine residual control system were evaluated for the Town of Prosper. Based on the evaluation and alternatives discussed above, the following system will be designed: • The residual control system will be designed for the Custer Road Site. • Bulk sodium hypochlorite will be utilized for chlorine addition with LAS for ammonia addition. • The existing sodium hypochlorite storage room and containment area will be modified and re-used for storage of a new bulk sodium hypochlorite tank as well as feed equipment for both sodium hypochlorite and LAS. Page 104 Item 8. 23 • The existing LAS containment area will be modified and re-used for storage of a new bulk LAS tank. • Chemical injection of sodium hypochlorite and LAS will be done individually at each GST. • The Monoclor Residual Control System will be utilized with one system for each GST, and the systems will be integrated with PAX Impeller Water Mixers to maintain chloramine residuals in each GST. The number of mixers will be determined during detailed design. • The Water Quality Stations and Smart Controllers associated with the Monoclor Residual Control Systems will in installed in the sodium hypochlorite storage room. Page 105 Item 8. FUTURE 6MG GROUNDSTORAGE TANKFUTURE 5MG GROUNDSTORAGE TANKLOWER PRESSUREPLANE PIPELINE(RE: SHEETS C-9 - C-13)LOWER PRESSUREPLANE PUMP STATIONYARD PIPING(RE: SHEETS C-4 - C-8)SHEETSEQ.this sheet, adjust scale. drawing. If not one inch on Bar is one inch on original ISSUENO. VERIFY SCALE 0 1 DATEBY F&N JOB NO. FILE NAME CHECKED REVISED DRAWN DESIGNED DATEPlot Date: 10/7/2024 12:35 PM Plot By: 03805 Filename: N:\WW\Drawings\CV-PST-PL-SITE_treat use.dwg CV-PST-PL-SITE_treat use.dwg Last Saved: 10/7/2024 12:34 PM Saved By: 03805Filename: N:\WW\Drawings\CV-PST-PL-SITE_treat use.dwgACAD Rel: 24.2s (LMS Tech) Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144 6136 Frisco Square Blvd, Suite 375 Frisco, Texas 75034 Phone - (972) 624-9201 Web - www.freese.com PRP19556 MAR 2024 TOWN OF PROSPER, TEXAS CIVIL PROPOSED SITE AND YARD PIPING PLAN CL LMR . CCBNORTHSCALE IN FEET060'30'10'20'THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF: TEXAS NO: ON DATE: IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES NOT FOR CONSTRUCTION KRISTEN E. COPE P.E. 145222 10/08/2024LAS STORAGE ANDCONTAINMENT AREASODIUM HYPOCHLORITESTORAGE ANDCONTAINMENT AREALAS DUTY + STANDBYMETERING PUMPSSMART CONTROLLERSSODIUM HYPOCHLORITEDUTY + STANDBYMETERING PUMPSWATER QUALITY STATIONLAS AND SODIUMHYPOCHLORITE FEEDLINES TO EACH TANKTANK MODIFIED WITHACTIVE MIXERSTANK MODIFIED WITHACTIVE MIXERSTANK TO BE DESIGNEDWITH ACTIVE MIXERSTANK TO BE DESIGNEDWITH ACTIVE MIXERSFIGURE 7-1DISINFECTION SYSTEM CUSTER ROAD SITECHLORAMINE RESIDUAL SYSTEM EVALUATION 24Page 106Item 8. ITEMQUANTITYUNITUNIT PRICETOTALResidual Control System1Residual Control System - 3 (1 per tank)3EA230,000.00$ 690,000$ Tank Mixers13 MG GST Mixers - Assume 2 Mixers2EA62,500.00$ 125,000$ 25 MG GST Mixers - Assume 3 Mixers3EA62,500.00$ 187,500$ 36 MG GST Mixers - Assume 3 Mixers3EA62,500.00$ 187,500$ Yard Piping1Trench, Excavation604CY35.00$ 21,140$ 2Trench, Backfill and Compaction604CY40.00$ 24,160$ 31.5" DWV PVC Conduit Pipe for Sodium Hypochlorite to Each Tank1480LF29.00$ 42,920$ 435EA59.56$ 2,085$ 5Sodium Hypochlorite 1/2" ID PVC Tubing to Each Tank1630LF2.00$ 3,260$ 61" DWV PVC Conduit Pipe for Sodium Hypochlorite to Each Tank1480LF20.00$ 29,600$ 735EA40.00$ 1,400$ 8LAS 1/4" ID PE Tubing to Each Tank1630LF1.00$ 1,630$ Sodium Hypochlorite Area and Chemical Room Demolition and Repairs1Existing Sodium Hypochlorite Tank Demolition1EA15,000.00$ 15,000$ 2Existing Sodium Hypochlorite Pad Demolition7CY400.00$ 2,800$ 3Existing Sodium Hypochlorite/LAS Pumps and Piping Demolition1LS20,000.00$ 20,000$ 4Existing Sodium Hypochlorite Containment Area Repair138.75SF8.00$ 1,110$ 5Demolition of Sodium Hypochlorite Containment Area Wall2CY450.00$ 900$ New Sodium Hypochlorite System1New Sodium Hypochlorite Containment Area Wall2CY1,500.00$ 3,000$ 2New Sodium Hypochlorite Tank Pad7CY1,350.00$ 9,450$ 3Re-Coat Sodium Hypochlorite Containment Area555SF75.00$ 41,625$ 4Sodium Hypochlorite Tank - HDPE1EA34,500.00$ 34,500$ 5Sodium Hypochlorite Pumps - 3 Duty + 1 Standby4EA43,750.00$ 175,000$ 6Miscellaneous Sodium Hypo Bulk Storage and Feed Area Piping1LS40,000.00$ 40,000$ LAS Area Demolition and Repairs1Existing LAS Tank Demolition1EA7,500.00$ 7,500$ 2Existing LAS Pad Demolition7CY400.00$ 2,800$ 3Existing LAS Pumps and Piping Demolition1LS10,000.00$ 10,000$ 4Existing LAS Containment Area Repair138.75SF8.00$ 1,110$ New LAS System1New LAS Tank Pad7CY1,350.00$ 9,450$ 2Re-Coat LAS Containment Area555SF75.00$ 41,625$ 3LAS Tank - HDPE1EA34,500.00$ 34,500$ 4LAS Pumps - 3 Duty + 1 Standby4EA43,750.00$ 175,000$ 5Miscellaneous LAS Bulk Storage and Feed Area Piping1LS40,000.00$ 40,000$ SUBTOTAL1,981,565$ FNI PROJECT NUMBERKristen Cope John Rinacke PRP24435 DESCRIPTIONESTIMATED BY QC CHECKED BY1.5" DWV PVC Fittings1" DWV PVC Fittings PMOPINION OF PROBABLE CONSTRUCTION COSTTown of Prosper10/8/20241153Devan RuizCuster Road Site – Chloramine Residual System EvaluationConceptual PROJECT NAME CLIENT % SUBMITTAL DATE GROUPPage 1 of 2Page 107 Item 8. ITEMQUANTITYUNITUNIT PRICETOTALFNI PROJECT NUMBERKristen Cope John Rinacke PRP24435 DESCRIPTIONESTIMATED BY QC CHECKED BY PMOPINION OF PROBABLE CONSTRUCTION COSTTown of Prosper10/8/20241153Devan RuizCuster Road Site – Chloramine Residual System EvaluationConceptual PROJECT NAME CLIENT % SUBMITTAL DATE GROUP CONTINGENCY30%594,469$ SUBTOTAL15%2,576,034$ MOBILIZATION5%128,802$ SUBTOTAL5%2,704,836$ OH&P20%540,967$ PROJECT TOTAL (2024 COSTS)3,245,803$ COST ESCALATION FACTOR4.0%129,832$ PROJECT TOTAL (2025 COSTS)3,375,635$ NOTES:1FNI OPCC classified as an AACE Class 5 Estimate with accuracy range or -30 to + 50.2FNI OPCC does not include costs associated with engineering fees, permits, surveying, etc.The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs.Page 2 of 2Page 108 Item 8. Page 1 of 2 To: Mayor and Town Council From: David Hoover, AICP, Director of Development Services Through: Mario Canizares, Town Manager Chuck Ewings, Assistant Town Manager Re: Planned Development Ordinance for Haiman Addition, Block A, Lot 1 (305 East Seventh Street) Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 2. Development of Downtown as Destination Agenda Item: Consider and act upon an ordinance to rezone 0.6± acre from Planned Development to Single Family-15 on Haiman Addition, Block A, Lot 1, on 0.6± acre, located on the north side of Seventh Street and 120± feet west of Church Street. (ZONE-24-0002) Description of Agenda Item: On June 24, 2025, the Town Council unanimously approved the proposed rezoning request by a vote of 7-0. An ordinance has been prepared accordingly. Budget Impact: There is no budgetary impact affiliated with this item. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the attached documents as to form and legality. Attached Documents: 1. Ordinance 2. Ordinance Exhibits Town Staff Recommendation: Town Staff recommends approval of an ordinance to rezone 0.6± acre from Planned Development to Single Family-15 on Haiman Addition, Block A, Lot 1, on 0.6± acre, located on the north side of Seventh Street and 120± feet west of Church Street. PLANNING Page 109 Item 9. Page 2 of 2 Proposed Motion: I move to approve/deny an ordinance to 0.6± acre from Planned Development to Single Family- 15 on Haiman Addition, Block A, Lot 1, on 0.6± acre, located on the north side of Seventh Street and 120± feet west of Church Street. Page 110 Item 9. TOWN OF PROSPER, TEXAS ORDINANCE NO. 2025-__ AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, AMENDING THE ZONING ORDINANCE BY REZONING A TRACT OF LAND CONSISTING OF 0.6 ACRES, MORE OR LESS, SITUATED IN THE HAIMAN ADDITION, BLOCK A, LOT 1, IN THE TOWN OF PROSPER, COLLIN COUNTY, TEXAS, FROM SINGLE FAMILY-15 (SF-15) TO PLANNED DEVELOPMENT-132 (PD-132), DESCRIBING THE TRACT TO BE REZONED; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVING AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the Town Council of the Town of Prosper, Texas (the “Town Council”) has investigated and determined that the Zoning Ordinance should be amended; and WHEREAS, the Town of Prosper, Texas (“Prosper”) has received a request (Case ZONE- 24-0002) from Windrose Land Surveying (“Applicant”), to rezone 0.6 acres of land, more or less, Haiman Addition, Block A, Lot 1, in the Town of Prosper, Collin County, Texas, and being more particularly described in Exhibit “A”, attached hereto and incorporated herein for all purposes; and WHEREAS, the Town Council has investigated into and determined that the facts contained in the request are true and correct; and WHEREAS, all legal notices required for rezoning have been given in the manner and form set forth by law, and public hearings have been held on the proposed rezoning and all other requirements of notice and completion of such zoning procedures have been fulfilled; and WHEREAS, the Town Council has further investigated into and determined that it will be advantageous and beneficial to Prosper and its inhabitants to rezone this property as set forth below. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: SECTION 1 Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2 Amendment to the Town’s Zoning Ordinance. The Town’s Zoning Ordinance is amended as follows: The zoning designation of the below described property containing 0.6 acres of land, more or less, in the Haiman Addition, Block A, Lot 1, Town of Prosper, Collin County, Texas, and all streets, roads, and alleyways contiguous and/or adjacent thereto are hereby zoned as Planned Development-132 (PD-132) and being more particularly described in Exhibit “A-1” and represented in Exhibit “A-2,” attached hereto and incorporated herein for all purposes as if set forth verbatim. Page 111 Item 9. Case No. ZONE-24-0002 Ordinance No. 2025-__, Page 2 The development plans, standards, and uses for the Property in this Planned Development District shall conform to, and comply with (1) the Development Standards, attached hereto as Exhibit C; and (2) the Conceptual Plan, attached hereto as Exhibit D, all of which are incorporated herein for all purposes as if set forth verbatim, subject to the following condition of approval by the Town Council: 1. Approval of a Development Agreement, including, but not limited to, architectural building materials. Two (2) original, official, and identical copies of the zoning exhibit map are hereby adopted and shall be filed and maintained as follows: a. One (1) copy shall be filed with the Town Secretary and retained as an original record and shall not be changed in any manner. b. One (1) copy shall be filed with the Building Official and shall be maintained up to date by posting thereon all changes and subsequent amendments for observation, issuing building permits, certificates of compliance and occupancy, and enforcing the zoning ordinance. Reproduction for information purposes may from time-to-time be made of the official zoning district map. SECTION 3 No Vested Interest/Repeal. No developer or property owner shall acquire any vested interest in this Ordinance or in any other specific regulations contained herein. Any portion of this Ordinance may be repealed by the Town Council in the manner provided for by law. SECTION 4 Unlawful Use of Premises. It shall be unlawful for any person, firm, or corporation to make use of said premises in some manner other than as authorized by this Ordinance, and shall be unlawful for any person, firm, or corporation to construct on said premises any building that is not in conformity with the permissible uses under this Zoning Ordinance. SECTION 5 Penalty. Any person, firm, corporation, or business entity violating this Ordinance or any provision of Prosper’s Zoning Ordinance, as amended, shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be fined any sum not exceeding Two Thousand Dollars ($2,000.00). Each continuing day’s violation under this Ordinance shall constitute a separate offense. The penal provisions imposed under this Ordinance shall not preclude Prosper from filing suit to enjoin the violation. Prosper retains all legal rights and remedies available to it pursuant to local, state, and federal law. SECTION 6 Severability. Should any section, subsection, sentence, clause, or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that all remaining portions of this Ordinance shall remain in full force and effect. Prosper hereby declares that it would have passed this Ordinance, and each section, Page 112 Item 9. Case No. ZONE-24-0002 Ordinance No. 2025-__, Page 3 subsection, clause, or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, and phrases be declared unconstitutional or invalid. SECTION 7 Savings/Repealing Clause. Prosper’s Zoning Ordinance, as amended, shall remain in full force and effect, save and except as amended by this or any other Ordinance. All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the appeal prevent a prosecution from being commenced for any violation if occurring prior to the repealing of the ordinance. Any remaining portions of said ordinances shall remain in full force and effect. SECTION 8 Effective Date. This Ordinance shall become effective from and after its adoption and publications as required by law. DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THE 12th DAY OF AUGUST, 2025. ______________________________ David F. Bristol, Mayor ATTEST: _________________________________ Michelle Lewis Sirianni, Town Secretary APPROVED AS TO FORM AND LEGALITY: _________________________________ Terrence S. Welch, Town Attorney Page 113 Item 9. Page 114 Item 9. DRAWN BY: SS DATE: 02/13/2024 CHECKED BY: MNP JOB NO.: D59045OWNER/DEVELOPERDEANA L. SHUTES-HAIMAN305 E 7TH ST.PROSPER, TEXAS 75078,PH.# 915-474-0177Collin County, Texas1955 LAKEWAY DRIVE, SUITE 220 I LEWISVILLE, TX 75057 I 214.217.2544FIRM REGISTRATION NO. 10194331 I WINDROSESERVICES.COMILAND SURVEYINGPLATTINGWINDROSELEGEND OF ABBREVIATIONS·D.R.C.C.T. DEED RECORDS, COLLIN COUNTY, TEXAS·O.P.R.C.C.T.OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS·P.R.C.C.T.PLAT RECORDS, COLLIN COUNTY, TEXAS·ROWRIGHT OF WAY·IRS1/2 INCH RED CAPPED REBAR STAMPED "WINDROSE" SET·C.M.CONTROLLING MONUMENTEXHIBIT A-2HAIMAN ADDITIONBLOCK A, LOT 1,SITUATED IN THECOLLIN COUNTY SCHOOL LANDS SURVEY,ABSTRACT NO. 147IN THE TOWN OF PROSPER,COLLIN COUNTY, TEXAS“”“”“”Last Revision Date: 09/25/2024OWNER/DEVELOPER FREDERICK HAIMAN5300 TOWN & COUNTRY SUITE 200FRISCO, TEXAS 75034,PH.# 214-618-3160Collin County, TexasPage 115Item 9. Exhibit B ZONE-24-0002 Statement of Intent and Purpose The purpose of this zoning request is to change the current zoning from Single Family-15 to a Planned Development to be able to comply with the Town of Prosper’s platting requirements in order to subdivide the property into two lots. The future plan for the property will be to sell the lots. Page 116 Item 9. ZONE-24-0002 Exhibit C Development Standards This tract shall develop under the regulation of the Single Family – 15 District (SF-15) as outlined in the Town’s Zoning Ordinance, as it exists or may be amended with the following conditions: 1. Permitted Uses The permitted uses are as follows: • Single Family Residence, Detached • Accessory Buildings 2. District Regulations The district regulation requirements within this Planned Development are as follows: • Size of Yards o Minimum Front Yard — 35 feet. o Minimum Side Yard — 10 feet; 15 feet on corner adjacent to side street. o Minimum Rear Yard — 25 feet. • Size of Lots: o Minimum Lot Area — 14,000 square feet. o Minimum Lot Width — 100 feet. o Minimum Lot Depth — 135 feet. 3. Architectural Standards The architectural standards within this Planned Development are as follows: • Building materials requirements o The exterior facades shall be constructed of 100 percent masonry (clay fired brick, natural and manufactured stone, granite, marble, and stucco). Other materials may be approved by the Director of Development Services. o Stucco on structures shall be traditional 3-coat process cement plaster stucco. o Cementitious materials may constitute up to twenty percent (20%) of the area for stories other than the first story. o On side and rear elevations, cementitious materials may not be used as a façade cladding material for portions of upper stories that are in the same vertical plane as the first story. Page 117 Item 9. o The exterior cladding of chimneys shall be brick, natural or manufactured stone, or stucco. o Cementitious materials may be used for architectural features, including window box-outs, bay windows, roof dormers, garage door headers, columns, or other architectural features approved by the Building Official. • Existing Structures o Exterior alterations not related to maintenance shall be approved by the Director of Development Services or his/her designee. • New Structures o The architectural style of the building shall be compatible with the neighboring properties. o Exterior elevations shall be submitted to the Planning Division and are subject to the approval of the Director of Development Services or his/her designee. o Shall incorporate covered porches into the front façade, a multiplicity of roof forms, and high pitch roof lines. Recommended architectural styles are Craftsman, Folk Traditional, and Victorian. Page 118 Item 9. DRAWN BY: SS DATE: 02/13/2024 CHECKED BY: MNP JOB NO.: D59045Last Revision Date: 09/25/20241955 LAKEWAY DRIVE, SUITE 220 I LEWISVILLE, TX 75057 I 214.217.2544FIRM REGISTRATION NO. 10194331 I WINDROSESERVICES.COMILAND SURVEYINGPLATTINGWINDROSELEGEND OF ABBREVIATIONS·D.R.C.C.T. DEED RECORDS, COLLIN COUNTY, TEXAS·O.P.R.C.C.T.OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS·P.R.C.C.T.PLAT RECORDS, COLLIN COUNTY, TEXAS·ROWRIGHT OF WAY·IRS1/2 INCH RED CAPPED REBAR STAMPED "WINDROSE" SET·C.M.CONTROLLING MONUMENTEXHIBIT DCASE NO. ZONE-24-0002HAIMAN ADDITIONBLOCK A, LOT 1PROPOSED: LOTS 1R-1 AND 1R-20.6428 ACRESSITUATED IN THECOLLIN COUNTY SCHOOL LANDS SURVEY,ABSTRACT NO. 147IN THE TOWN OF PROSPER,COLLIN COUNTY, TEXASLEGENDOWNER/DEVELOPERDEANA L. SHUTES-HAIMAN305 E 7TH ST.PROSPER, Texas 75078,PH.# 915-474-0177Collin County, TexasOWNER/DEVELOPER FREDERICK HAIMAN5300 TOWN & COUNTRY SUITE 200FRISCO, TEXAS 75034,PH.# 214-618-3160Collin County, TexasPage 119Item 9. Page 1 of 2 To: Mayor and Town Council From: David Hoover, AICP, Director of Development Services Through: Mario Canizares, Town Manager Chuck Ewings, Assistant Town Manager Re: Development Agreement for Haiman Addition, Block A, Lot 1 Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 2. Development of Downtown as Destination Agenda Item: Consider and act upon authorizing the Town Manager to execute a Development Agreement between Haiman Family Wealth Trust and the Town of Prosper relative to Haiman Addition, Block A, Lot 1, on 0.6± acre, located on the north side of Seventh Street and 120± feet west of Church Street. (DEVAGRE-25-0001) Description of Agenda Item: On June 24, 2025, the Town Council unanimously approved the proposed rezoning request by a vote of 7-0. A Development Agreement has been prepared accordingly. Budget Impact: There is no budgetary impact affiliated with this item. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the attached document as to form and legality. Attached Documents: 1. Development Agreement Town Staff Recommendation: Town Staff recommends that the Town Council authorize the Town Manager to execute a Development Agreement between Haiman Family Wealth Trust and the Town of Prosper relative PLANNING Page 120 Item 10. Page 2 of 2 to Haiman Addition, Block A, Lot 1, on 0.6± acre, located on the north side of Seventh Street and 120± feet west of Church Street. Proposed Motion: I move to authorize/not authorize the Town Manager to execute a Development Agreement between Haiman Family Wealth Trust and the Town of Prosper relative to Haiman Addition, Block A, Lot 1, on 0.6± acre, located on the north side of Seventh Street and 120± feet west of Church Street. Page 121 Item 10. Page 1 of 11 HAIMAN ADDITION DEVELOPMENT AGREEMENT THIS HAIMAN ADDITION DEVELOPMENT AGREEMENT (“Agreement”) is entered into by and between the Town of Prosper, Texas (“Town”), and Haiman Family Legacy Wealth Trust, Frederick O. Haiman and Deana Shutes-Haiman (collectively, “Developer”), individually, a “Party” and collectively, the “Parties,” to be effective (the “Effective Date”) on the latest date executed by a Party. WHEREAS, the Town is a home-rule municipal corporation, located in Collin County and Denton County, Texas, organized and existing under the laws of the State of Texas; and WHEREAS, Developer is developing a project in the Town known as Haiman Addition, Block A, Lot 1 (“Property”), a legal description of which Property is attached hereto as Exhibit A and incorporated by reference; and WHEREAS, the Property was rezoned by the Town Council on or about _______, 2025, and this Agreement seeks to incorporate, in part, the negotiated and agreed upon development standards contained in the underlying zoning ordinance, as may be amended, and/or this Development Agreement, to recognize Developer’s reasonable investment-backed expectations in said development, as may be amended, and as more fully described herein. NOW, THEREFORE, in consideration of the foregoing premises, and for other good and valuable consideration the receipt and adequacy of which are hereby acknowledged, the Parties to this Agreement agree as follows: 1. Development Standards. For any structure built on the Property following the Effective Date, it shall comply with the requirements contained in Exhibit B, “Building Materials,” attached hereto and incorporated herein. The Parties agree and acknowledge that the provisions of this Paragraph shall apply to any structure constructed subsequent to the execution of this Agreement. Nothing in this Agreement shall be deemed to modify or otherwise amend any zoning regulation duly adopted by the Town, previously or in the future. 2. Covenant Running with the Land. The terms, conditions, rights, obligations, benefits, covenants and restrictions of the provisions of this Agreement shall be deemed covenants running with the land, and shall be binding upon and inure to the benefit of the Developer and its heirs, representatives, successors and assigns. This Agreement shall be deemed to be incorporated into each deed and conveyance of the Property or any portion thereof hereafter made by any other Developers of the Property, regardless of whether this Agreement is expressly referenced therein. Page 122 Item 10. Page 2 of 11 3. Applicability of Town Ordinances. Developer shall develop the Property, and construct all structures on the Property, in accordance with all applicable Town ordinances and building/construction codes. 4. Default. No Party shall be in default under this Agreement until notice of the alleged failure of such Party to perform has been given (which notice shall set forth in reasonable detail the nature of the alleged failure) and until such Party has been given a reasonable time to cure the alleged failure (such reasonable time determined based on the nature of the alleged failure, but in no event less than thirty (30) days after written notice of the alleged failure has been given). In addition, no Party shall be in default under this Agreement if, within the applicable cure period, the Party to whom the notice was given begins performance and thereafter diligently and continuously pursues performance until the alleged failure has been cured. If either Party is in default under this Agreement, the other Party shall have the right to enforce the Agreement in accordance with applicable law, provided, however, in no event shall any Party be liable for consequential or punitive damages 5. Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of Texas, and all obligations of the parties created hereunder are performable in Collin County, Texas. Exclusive venue for any action arising under this Agreement shall lie in Collin County, Texas. 6. Notice. Any notices required or permitted to be given hereunder (each, a “Notice”) shall be given by certified or registered mail, return receipt requested, to the addresses set forth below or to such other single address as either party hereto shall notify the other: If to the Town: The Town of Prosper 250 W. First Street Prosper, Texas 75078 Attention: Town Manager If to Developer: Haiman Family Legacy Wealth Trust c/o Deana L. Shutes - Haiman 305 E 7th Street Prosper, TX 75078 c/o Frederick Haiman 5300 Town & Country, Suite 200 Frisco, TX 75034 7. Prevailing Party. In the event any person initiates or defends any legal action or proceeding to enforce or interpret any of the terms of this Agreement, the Page 123 Item 10. Page 3 of 11 prevailing party in any such action or proceeding shall be entitled to recover its reasonable costs and attorney’s fees (including its reasonable costs and attorney’s fees on any appeal). 8. Entire Agreement. This Agreement contains the entire agreement between the Parties hereto with respect to development of the Property and supersedes all prior agreements, oral or written, with respect to the subject matter hereof. The provisions of this Agreement shall be construed as a whole and not strictly for or against any Party. 9. Savings/Severability. In the event any provision of this Agreement shall be determined by any court of competent jurisdiction to be invalid or unenforceable, the Agreement shall, to the extent reasonably possible, remain in force as to the balance of its provisions as if such invalid provision were not a part hereof. 10. Binding Agreement. A telecopied facsimile of a duly executed counterpart of this Agreement shall be sufficient to evidence the binding agreement of each party to the terms herein, including without limitation a scanned copy sent via electronic mail by either Party. 11. Authority to Execute. This Agreement shall become a binding obligation on the Parties upon execution by all Parties hereto. The Town warrants and represents that the individual executing this Agreement on behalf of the Town has full authority to execute this Agreement and bind the Town to the same. Developer warrants and represents that the individual executing this Agreement on behalf of Developer has full authority to execute this Agreement and bind Developer to the same. The Town Council hereby authorizes the Town Manager of the Town to execute this Agreement on behalf of the Town. 12. Filing in Deed Records. This Agreement, and any and all subsequent amendments to this Agreement, shall be filed in the deed records of Collin County, Texas. 13. Mediation. In the event of any disagreement or conflict concerning the interpretation of this Agreement, and such disagreement cannot be resolved by the signatories hereto, the signatories agree to submit such disagreement to nonbinding mediation. 14. Notification of Sale or Transfer; Assignment of Agreement. Developer shall notify the Town in writing of any sale or transfer of all or any portion of the Property, within ten (10) business days of such sale or transfer. Developer has the right (from time to time without the consent of the Town, but upon written notice to the Town) to assign this Agreement, in whole or in part, and including any obligation, right, title, or interest of Developer under this Agreement, to any person or entity (an “Assignee”) that is or will Page 124 Item 10. Page 4 of 11 become a Developer of any portion of the Property or that is an entity that is controlled by or under common control with Developer. Each assignment shall be in writing executed by Developer and the Assignee and shall obligate the Assignee to be bound by this Agreement. A copy of each assignment shall be provided to the Town within ten (10) business days after execution. Provided that the successor Developer assumes the liabilities, responsibilities, and obligations of the assignor under this Agreement, the assigning party will be released from any rights and obligations under this Agreement as to the Property that is the subject of such assignment, effective upon receipt of the assignment by the Town. No assignment by Developer shall release Developer from any liability that resulted from an act or omission by Developer that occurred prior to the effective date of the assignment. Developer shall maintain true and correct copies of all assignments made by Developer to Assignees, including a copy of each executed assignment and the Assignee’s Notice information. 15. Sovereign Immunity. The Parties agree that the Town has not waived its sovereign immunity from suit by entering into and performing its obligations under this Agreement. 16. Effect of Recitals. The recitals contained in this Agreement: (a) are true and correct as of the Effective Date; (b) form the basis upon which the Parties negotiated and entered into this Agreement; (c) are legislative findings of the Town Council; and (d) reflect the final intent of the Parties with regard to the subject matter of this Agreement. In the event it becomes necessary to interpret any provision of this Agreement, the intent of the Parties, as evidenced by the recitals, shall be taken into consideration and, to the maximum extent possible, given full effect. The Parties have relied upon the recitals as part of the consideration for entering into this Agreement and, but for the intent of the Parties reflected by the recitals, would not have entered into this Agreement. 17. Consideration. This Agreement is executed by the Parties hereto without coercion or duress and for substantial consideration, the sufficiency of which is forever confessed. 18. Counterparts. This Agreement may be executed in a number of identical counterparts, each of which shall be deemed an original for all purposes. A facsimile signature will also be deemed to constitute an original. 19. Amendment. This Agreement shall not be modified or amended except in writing signed by the Parties. A copy of each amendment to this Agreement, when fully executed and recorded, shall be provided to each Party, Assignee and successor Developer of all or any part of the Property; however, the failure to provide such copies shall not affect the validity of any amendment. 20. Miscellaneous Drafting Provisions. This Agreement shall be deemed drafted equally by all Parties hereto. The language of all parts of this Agreement shall Page 125 Item 10. Page 5 of 11 be construed as a whole according to its fair meaning, and any presumption or principle that the language herein is to be construed against any Party shall not apply. 21. Waiver of Texas Government Code § 3000.001 et seq. With respect to any and all Structures to be constructed on the Property pursuant to this Agreement, Developer hereby waives any right, requirement or enforcement of Texas Government Code §§ 3000.001-3000.005, as amended. 22. Third-Party Beneficiaries. Nothing in this Agreement shall be construed to create any right in any Third-Party not a signatory to this Agreement, and the Parties do not intend to create any third-party beneficiaries by entering into this Agreement. 23. Rough Proportionality. Developer hereby agrees that any land or property donated and/or dedicated pursuant to this Agreement, whether in fee simple or otherwise, to the Town relative to any development on the Property is roughly proportional to the need for such land and Developer hereby waives any claim therefor that it may have. Developer further acknowledges and agrees that all prerequisites to such a determination of rough proportionality have been met, and that any costs incurred relative to said donation are related both in nature and extent to the impact of the development referenced herein. Both Developer and the Town further agree to waive and release all claims one may have against the other related to any and all rough proportionality and individual determination requirements mandated by the United States Supreme Court in Dolan v. City of Tigard, 512 U.S. 374 (1994), and its progeny, as well as any other requirements of a nexus between development conditions and the provision of roadway services to the Property. 24. Exactions/Infrastructure Costs. Developer has been represented by legal counsel in the negotiation of this Agreement and been advised or has had the opportunity to have legal counsel review this Agreement and advise Developer, regarding Developer’s rights under Texas and federal law. Developer hereby waives any requirement that the Town retain a professional engineer, licensed pursuant to Chapter 1001 of the Texas Occupations Code, to review and determine that the exactions required by the Town are roughly proportional or roughly proportionate to the proposed development’s anticipated impact. Developer specifically reserves its right to appeal the apportionment of municipal infrastructure costs in accordance with § 212.904 of the Texas Local Government Code; however, notwithstanding the foregoing, Developer hereby releases the Town from any and all liability under § 212.904 of the Texas Local Government Code, as amended, regarding or related to the cost of those municipal infrastructure requirements imposed by this Agreement. IN WITNESS WHEREOF, the parties hereto have caused this document to be executed as of the date referenced herein. Page 126 Item 10. Page 6 of 11 TOWN: THE TOWN OF PROSPER, TEXAS By: ___________________________ Name: Mario Canizares Title: Town Manager, Town of Prosper STATE OF TEXAS ) ) COUNTY OF COLLIN ) This instrument was acknowledged before me on the ___ day of ______________, 2025, by Mario Canizares, Town Manager of the Town of Prosper, Texas, on behalf of the Town of Prosper, Texas. ____________________________________ Notary Public, State of Texas My Commission Expires: _________________ Page 127 Item 10. Page 128Item 10. Page 129 Item 10. Page 9 of 11 EXHIBIT A (Property Description & Depiction) Page 130 Item 10. Page 10 of 11 Page 131 Item 10. Page 11 of 11 EXHIBIT B (Building Materials) Architectural Standards The architectural standards within this Planned Development are as follows: • Building materials requirements o The exterior facades shall be constructed of 100 percent masonry (clay fired brick, natural and manufactured stone, granite, marble, and stucco). Other materials may be approved by the Director of Development Services. o Stucco on structures shall be traditional 3-coat process cement plaster stucco. o Cementitious materials may constitute up to twenty percent (20%) of the area for stories other than the first story. o On side and rear elevations, cementitious materials may not be used as a façade cladding material for portions of upper stories that are in the same vertical plane as the first story. o The exterior cladding of chimneys shall be brick, natural or manufactured stone, or stucco. o Cementitious materials may be used for architectural features, including window box-outs, bay windows, roof dormers, garage door headers, columns, or other architectural features approved by the Building Official. • Existing Structures o Exterior alterations not related to maintenance shall be approved by the Director of Development Services or his/her designee. • New Structures o The architectural style of the building shall be compatible with the neighboring properties. o Exterior elevations shall be submitted to the Planning Division and are subject to the approval of the Director of Development Services or his/her designee. o Shall incorporate covered porches into the front façade, a multiplicity of roof forms, and high pitch roof lines. Recommended architectural styles are Craftsman, Folk Traditional, and Victorian. Page 132 Item 10. Page 1 of 1 To: Mayor and Town Council From: David Hoover, AICP, Director of Development Services Through: Mario Canizares, Town Manager Chuck Ewings, Assistant Town Manager Re: Notice of Appeals Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 3. Commercial Corridors are ready for Development Agenda Item: Consider and act upon whether to direct staff to submit a written notice of appeals on behalf of the Town Council to the Development Services Department, pursuant to Chapter 4, Section 1.5(C)(7) and 1.6(B)(7) of the Town’s Zoning Ordinance, regarding action taken by the Planning & Zoning Commission on Preliminary Site Plans and Site Plans. Description of Agenda Item: Attached is the Preliminary Site Plan that was acted on by the Planning & Zoning Commission on August 5, 2025. Per the Zoning Ordinance, the Town Council can direct staff to submit a written notice of appeal on behalf of the Town Council to the Development Services Department for any Preliminary Site Plans and Site Plans acted on by the Planning & Zoning Commission. Budget Impact: There is no budgetary impact affiliated with this item. Attached Documents: 1. DEVAPP-23-0183 – Preston and Frontier, Block A, Lots 1-4 (Approved 4-0) Town Staff Recommendation: Town Staff recommends the Town Council take no action on this item. PLANNING Page 133 Item 11. VAN NO PARKING VAN NO PARKING VANNOPARKINGVANNOPARKINGVAN NO PARKING POND VAN NO PARKING VANNOPARKINGVANNOPARKINGVANNOPARKINGVANNOPARKINGVANNOPARKINGVANNOPARKINGVANNOPARKINGVANNOPARKINGVANNOPARKINGVANNOPARKING21.7'40.9'52.67'19.61'EMTTSP TSP EC100 CIR1.5 TSP TSP TSPTTSPTSP WWMH WWMH WWMH OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X PLAT LINE 23456710111213BLOCK Q191821222324252617161415PLAT LINE1XBLOCK QBLOCK Q203XBLOCK X12111314BLOCK M11XBLOCK X10915161OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW987654381771861961910910811910811BLOCK X3VAULTVAULTVAULTVAULTVAULTVAULTVAULTVAULTW12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12'' SUBDIVISION: FRONTIER ESTATES ZONING: PD-15 LAND USE: RESIDENTIAL SUBDIVISION: FRONTIER ESTATES ZONING: PD-15 LAND USE: RESIDENTIAL PROPOSED RETENTION AREA 200' BUFFER ADJACENT TO RESIDENTIAL 200' BUFFER ADJACENT TO RESIDENTIALCOLEMAN ROAD(85' RIGHT-OF-WAY)E. FRONTIER PKWY - FM 1461(VARIABLE WIDTH RIGHT-OF-WAY)N. PRESTON RD - STATE HWY 289 (VARIABLE WIDTH RIGHT-OF-WAY) N. PRESTON RD - STATE HWY 289 (VARIABLE WIDTH RIGHT-OF-WAY)E. FRONTIER PKWY - FM 1461(VARIABLE WIDTH RIGHT-OF-WAY)LOT 01 LOT 01 LOT 03 LOT 04 LOT 02 LOT 03 PRELIMINARY SITE PLAN NOTES p:\010129\005\cad\sheet_civil\psp\010129005_dim01.dwg-zvalverde-7/28/2025 3:02 PMPRELIMINARY SITE PLAN LEGEND BARRIER FREE RAMP BARRIER FREE RAMP BARRIER FREE RAMP ACCESSIBLE PARKING SIGN PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT FDC PROPOSED FIRE LANE, ACCESS, DRAINAGE AND UTILITY EASEMENTNSEE SHEET C2.01 SEE SHEET C2.02 SEE SHEET C2.03 0 40 80 160 SCALE 1" = 80' SHEET C2.00 PROJECT #: DEVAPP-23-0183 PRELIMINARY SITE PLAN PRESTON AND FRONTIER BLOCK A, LOT 1-4 ABS A0172 COLLIN COUNTY SCHOOL LAND SURVEY TRACT 2 23.991 ACRES TOWN OF PROSPER, TEXAS, COLLIN COUNTY July 25, 2025 E. PROSPER TRAIL E. FRONTIER PKWY N N. PRESTON RD.SITE VICINITY MAP NTS PROPOSED BERMPROPOSED BERMPROPOSED BERM PROPOSED BERM PROPOSED BERM PROPOSED BERM 1.ALL DEVELOPMENT STANDARDS FOLLOW TOWN STANDARDS. 2.LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN OF PROSPER. 3.ALL DEVELOPMENT STANDARDS SHALL FOLLOW FIRE REQUIREMENTS PER THE TOWN OF PROSPER. 4.HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT (ADA) AND WITH THE REQUIREMENTS OF THE CURRENT, ADOPTED BUILDING CODE. 5.ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL. 6.IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE CLASSIFICATION(S) IDENTIFIED IN THE SITE DATA SUMMARY TABLE; HOWEVER, CHANGES TO THE PROPOSED LAND USE AT THE TIME OF CO AND/OR FINISH-OUT PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING REQUIREMENTS. 7.THE APPROVAL OF A PRELIMINARY SITE PLAN SHALL BE EFFECTIVE FOR A PERIOD OF TWO (2) YEARS FROM THE DATE THAT THE PRELIMINARY SITE PLAN IS APPROVED BY THE PLANNING AND ZONING COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE SUBMITTED AND RECEIVED APPROVAL OF A SITE PLAN BY THE PLANNING AND ZONING COMMISSION. IF A SITE PLAN HAS NOT BEEN APPROVED WITHIN SUCH TWO (2) YEAR PERIOD, THE PRELIMINARY SITE PLAN APPROVAL IS NULL AND VOID. IF SITE PLAN APPROVAL IS ONLY FOR A PORTION OF THE PROPERTY, THE APPROVAL OF THE PRELIMINARY SITE PLAN FOR THE REMAINING PROPERTY IS NULL AND VOID. 8.OPEN SPACE REQUIREMENTS SHALL FOLLOW THE ZONING ORDINANCE, PER TRACT. OPEN SPACE SHALL NOT INCLUDE VEHICULAR PAVING, REQUIRED PARKING LOT LANDSCAPE ISLANDS, BUILDING FOOTPRINT, UTILITY YARDS, REQUIRED LANDSCAPE SETBACKS, SIDEWALKS, AND DETENTION POND. 9.ALL CART CORRAL RETURNS SHALL BE CONSTRUCTED OF ORNAMENTAL METAL AND BE PERMANENTLY AFFIXED TO PAVEMENT. 10.DIMENSIONS ARE REFERENCING FROM THE FACE OF CURB. 11.DUMPSTER SCREENING WALLS SHALL BE BRICK OR STONE WITH 8FT MIN IN HEIGHT(TYP). 12.RESTAURANT WITH DRIVE-THROUGH'S (REQUIRED SUP). 13.ALL BUILDINGS WITH A FOOTPRINT OF LESS THAN 10,000 SQUARE FEET AND LOCATED 100 FEET OR LESS FROM A RESIDENTIAL ZONING DISTRICT SHALL INCORPORATE A PITCHED, GABLED, MANSARD, HIPPED, OR OTHERWISE SLOPED ROOF. ALL SLOPED ROOFS SHALL HAVE A SIX IN 12-INCH MINIMUM SLOPE. 14.ALL RETAIL/COMMERCIAL BUILDINGS WITH FACADES GREATER THAN 200 FEET IN LENGTH SHALL INCORPORATE WALL PLANE PROJECTIONS OR RECESSES THAT ARE AT LEAST SIX FEET DEEP. PROJECTIONS/RECESSES MUST BE AT LEAST 25 PERCENT OF THE LENGTH OF THE FACADE. NO UNINTERRUPTED LENGTH OF FACADE MAY EXCEED 100 FEET IN LENGTH. 15.AT THE SITE PLAN LEVEL, ENSURE ALL PROPOSED COMMERCIAL RESTAURANTS/FOOD FACILITIES INSTALL THEIR OWN INDIVIDUAL MINIMUM 1000 GALLON GREASE TRAP. MUST BE EXTERIOR, IN GROUND. MUST INCLUDE A SAMPLE WELL. DO NOT INSTALL IN PARKING STALLS OR FIRE LANES. SHOW SIZE AND LOCATION. PER HEALTH DEPARTMENT. OWNER REMINGTON PRESTON, LLC 331 OAK LAWN AVE STE. 250 DALLAS, TX 75219 PHONE:(214) 387-7780 SURVEYOR CHISHOLM TRAIL LAND SURVEYING PHONE:(940) 206-3577 MICHAEL@CT-LANDSURVEYING.COM TX FIRM #: 10194767 ENGINEER KFM ENGINEERING 3501 OLYMPUS BLVD, SUITE 100 DALLAS, TEXAS 75019 PHONE:(469) 899-0536 WWW.KFM-LLC.COM TBPE #: F-20821 Page 134 Item 11. VAN NO PARKING VAN NO PARKING VANNOPARKINGVANNOPARKINGPOND VAN NO PARKINGTTSP TSP WWMH WWMH WWMH OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X 2122232425261XBLOCK QVAULTVAULTVAULTMATCHLINE SHEET C2.02BUILDING 2 RETAIL / RESTAURANT 16,958 S.F. BLDG 1 REST. 4,004 S.F. BLDG 3 REST. 4,004 S.F.9'38' 8'10'38' 15 14 11 24 7 12 8 12 15 7 11 24 11 13 10 10 11 11 2 12 11 SUBDIVISION: FRONTIER ESTATES ZONING: PD-15 LAND USE: RESIDENTIAL PROPOSED RETENTION AREACOLEMAN ROAD(85' RIGHT-OF-WAY)N. PRESTON RD - STATE HWY 289 (VARIABLE WIDTH RIGHT-OF-WAY) 15' LANDSCAPE AND PEDESTRIAN ACCESS EASEMENT 15' EXISTING SEWER EASEMENT PROPOSED LANDSCAPE BERM (TYP.) 30' LANDSCAPE AND PEDESTRIAN ACCESS EASEMENT AND 30' BUILDING SETBACK 15' WATERLINE EASEMENT PROPOSED TURN LANE PROPOSED TURN LANE GOLF CART PARKING 12' PERGOLA/SHADE STRUCTURE 30' BUILDING SETBACK (TYP.) PR. FH PR. FH PR. FH PR. FH PR. FH PR. FH PR. FH PR. FH PR. FH PROPOSED 15' DRAINAGE EASEMENT PR. FH DRIVE THRU LANE ESCAPE LANE DRIVE THRU LANE ESCAPE LANE FIVE (5) STACKING SPACES (20'X9') 6' BRICK SCREEN WALL W/ TREES 30' ON CENTER 2' PARKING OVERHANG (TYP.) 2' PARKING OVERHANG (TYP.) 2' PARKING OVERHANG (TYP.) DRIVE-THRU MENU BOARD DRIVE-THRU MENU BOARD 15' LANDSCAPE AND PEDESTRIAN ACCESS EASEMENT PROPOSED 15' WATER EASEMENT 608' 10' HIKE AND BIKE TRAIL SUBDIVISION NAME:FRONTIER ESTATES ZONING: SF-15 LAND USE: RESIDENTIAL 30' BUILDING SETBACK PROPOSED BERM PROPOSED BERM 57'18'9'20'24'18'9'20'24'18'9' 9'24'18'24'20'9'18'24'20'9'18'24'10'20'24'10'18'24' 10' 9'9' 10'24'20'9' 9' 20'20'9'104'245'70'104'12'18'9'20'24'20'10' 9'9'9'20'24'20' 200' 200' 150' 150'24'469' 476' 24'20' 20'18'18'24' 24'24'9'91' 145' 18'9'9'15'15'12'38'38'9'9' 12'13'12'13' 12'13'13' 12' 10' ACCESS RAMPS EXISTING RAMPS EXISTING RAMPS BARRICADE EXISTING TXDOT 120' DRAINAGE EASEMENT 5' EXISTING SIDEWALK 5' EXISTING SIDEWALK 5' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER PROPOSED 15' DRAINAGE EASEMENT PROPOSED 15' DRAINAGE EASEMENT PROPOSED 34' DRAINAGE, WATER, WASTEWATER EASEMENT PROPOSED 23' DRAINAGE & WATER EASEMENT 30°'30°'30°'30' BUILDING SETBACK DECORATIVE PAVING (TYP.) AS TRAFFIC CALMING MEASURE STOP SIGNSIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDE W A L K R 3 0 'R30'R30'R30'R30'R 3 0 ' R30' R30'R30'R 3 0 'R30'R30'R30'LOT 04 BUILDING 2 LAYOUT/ARTICULATION TO CHANGE PER NOTE #14 30°'p:\010129\005\cad\sheet_civil\psp\010129005_dim01.dwg-zvalverde-7/28/2025 3:02 PMSCALE: 1" = 40'N0 40.0001 80.0003 KEYMAP N.T.S. PRELIMINARY SITE PLAN NOTES PRELIMINARY SITE PLAN LEGEND BARRIER FREE RAMP BARRIER FREE RAMP BARRIER FREE RAMP ACCESSIBLE PARKING SIGN PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT FDC PROPOSED FIRE LANE, ACCESS, DRAINAGE AND UTILITY EASEMENT SHEET C2.01 PROJECT #: DEVAPP-23-0183 PRELIMINARY SITE PLAN PRESTON AND FRONTIER BLOCK A, LOT 1-4 ABS A0172 COLLIN COUNTY SCHOOL LAND SURVEY TRACT 2 23.991 ACRES TOWN OF PROSPER, TEXAS, COLLIN COUNTY July 25, 2025 E. PROSPER TRAIL N N. PRESTON RD.SITE E. PROSPER TRAIL E. FRONTIER PKWY N N. PRESTON RD.SITE C2.01 C2.02 C2.03 VICINITY MAP NTS 20 SUPREQUIREDFORAPPROVALSUPREQUIREDFORAPPROVAL1.ALL DEVELOPMENT STANDARDS FOLLOW TOWN STANDARDS. 2.LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN OF PROSPER. 3.ALL DEVELOPMENT STANDARDS SHALL FOLLOW FIRE REQUIREMENTS PER THE TOWN OF PROSPER. 4.HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT (ADA) AND WITH THE REQUIREMENTS OF THE CURRENT, ADOPTED BUILDING CODE. 5.ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL. 6.IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE CLASSIFICATION(S) IDENTIFIED IN THE SITE DATA SUMMARY TABLE; HOWEVER, CHANGES TO THE PROPOSED LAND USE AT THE TIME OF CO AND/OR FINISH-OUT PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING REQUIREMENTS. 7.THE APPROVAL OF A PRELIMINARY SITE PLAN SHALL BE EFFECTIVE FOR A PERIOD OF TWO (2) YEARS FROM THE DATE THAT THE PRELIMINARY SITE PLAN IS APPROVED BY THE PLANNING AND ZONING COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE SUBMITTED AND RECEIVED APPROVAL OF A SITE PLAN BY THE PLANNING AND ZONING COMMISSION. IF A SITE PLAN HAS NOT BEEN APPROVED WITHIN SUCH TWO (2) YEAR PERIOD, THE PRELIMINARY SITE PLAN APPROVAL IS NULL AND VOID. IF SITE PLAN APPROVAL IS ONLY FOR A PORTION OF THE PROPERTY, THE APPROVAL OF THE PRELIMINARY SITE PLAN FOR THE REMAINING PROPERTY IS NULL AND VOID. 8.OPEN SPACE REQUIREMENTS SHALL FOLLOW THE ZONING ORDINANCE, PER TRACT. OPEN SPACE SHALL NOT INCLUDE VEHICULAR PAVING, REQUIRED PARKING LOT LANDSCAPE ISLANDS, BUILDING FOOTPRINT, UTILITY YARDS, REQUIRED LANDSCAPE SETBACKS, SIDEWALKS, AND DETENTION POND. 9.ALL CART CORRAL RETURNS SHALL BE CONSTRUCTED OF ORNAMENTAL METAL AND BE PERMANENTLY AFFIXED TO PAVEMENT. 10.DIMENSIONS ARE REFERENCING FROM THE FACE OF CURB. 11.DUMPSTER SCREENING WALLS SHALL BE BRICK OR STONE WITH 8FT MIN IN HEIGHT(TYP). 12.RESTAURANT WITH DRIVE-THROUGH'S (REQUIRED SUP). 13.ALL BUILDINGS WITH A FOOTPRINT OF LESS THAN 10,000 SQUARE FEET AND LOCATED 100 FEET OR LESS FROM A RESIDENTIAL ZONING DISTRICT SHALL INCORPORATE A PITCHED, GABLED, MANSARD, HIPPED, OR OTHERWISE SLOPED ROOF. ALL SLOPED ROOFS SHALL HAVE A SIX IN 12-INCH MINIMUM SLOPE. 14.ALL RETAIL/COMMERCIAL BUILDINGS WITH FACADES GREATER THAN 200 FEET IN LENGTH SHALL INCORPORATE WALL PLANE PROJECTIONS OR RECESSES THAT ARE AT LEAST SIX FEET DEEP. PROJECTIONS/RECESSES MUST BE AT LEAST 25 PERCENT OF THE LENGTH OF THE FACADE. NO UNINTERRUPTED LENGTH OF FACADE MAY EXCEED 100 FEET IN LENGTH. 15.AT THE SITE PLAN LEVEL, ENSURE ALL PROPOSED COMMERCIAL RESTAURANTS/FOOD FACILITIES INSTALL THEIR OWN INDIVIDUAL MINIMUM 1000 GALLON GREASE TRAP. MUST BE EXTERIOR, IN GROUND. MUST INCLUDE A SAMPLE WELL. DO NOT INSTALL IN PARKING STALLS OR FIRE LANES. SHOW SIZE AND LOCATION. PER HEALTH DEPARTMENT. Page 135 Item 11. VANNOPARKINGVAN NO PARKING VANNOPARKINGVANNOPARKINGVANNOPARKINGVANNOPARKINGVANNOPARKINGVANNOPARKINGVANNOPARKINGVANNOPARKINGVANNOPARKING52.67'19.61'EMTTSP TSP EC100 CIR1.5 TSP TSP TSP OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWVAULTVAULTW12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''MATCHLINE SHEET C2.01BLDG 5 BANK 4,261 S.F. BLDG 4 REST. 3,001 S.F. MATCHLINE SHEET C2.03 45°' 45°' 11 12 12 4 2 9 12 12 22 7 6 2 9 8 11 1211 6 11 11 11 110' TAPER LENGTHN. PRESTON RD - STATE HWY 289 (VARIABLE WIDTH RIGHT-OF-WAY)E. FRONTIER PKWY - FM 1461(VARIABLE WIDTH RIGHT-OF-WAY)30' LANDSCAPE AND PEDESTRIAN ACCESS EASEMENT EXISTING HYDRANT PR. FH PR. FH PR. FH PR. FH PR. FH PR. FH PR. FH 25' LANDSCAPE AND PEDESTRIAN ACCESS EASEMENT PR. FHPR. FH PR. FH PR. FH PR. FH REMOTE FDC DRIVE THRU LANE ESCAPE LANE DRIVE THRU LANE ESCAPE LANE FIVE (5) STACKING SPACES (20'X9') FIVE (5) STACKING SPACES (20'X9') FIVE (5) STACKING SPACES (20'X9') DECORATIVE PAVING (TYP.) AS TRAFFIC CALMING MEASURE 2' PARKING OVERHANG (TYP.) 2' PARKING OVERHANG (TYP.) DRIVE-THRU MENU BOARD 2' PARKING OVERHANG (TYP.) VARIABLE WIDTH WATERLINE AND WASTEWATER EASEMENT 10' HIKE AND BIKE TRAIL 649'6' BRICK SCREEN WALL W/ TREES 30' ON CENTER 10' HIKE AND BIKE TRAIL ACCESS RAMPS ACCESS RAMPS PROPOSED DECELERATION LANE 55' 30' BUILDING SETBACK ULTIMATE FRONTIER PARKWAY FINAL DESIGN TO BE PROVIDED BY TxDOT 15' LANDSCAPE AND PEDESTRIAN ACCESS SETBACK 30' BUILDING SETBACK PROPOSED BERMPROPOSED BERM PROPOSED BERM 30'20'30'9' 18'30' 52'30'20'30'18'30'9'17' 524'214'30'12'24'24'180' 20'24'20'9'9'9'20'9'24'24'9'20'25'12'18'12'18'24'10'83'72'24'24' 24'20'20'24'20'20'24'18'10'10'10'10'9'11'11'11'11'10'10'10'10'30'20'9' 229'9'20'24'18'9'9'18'9'18'9'24'10'9'9'447'10'20'50'37'74'74'74'138' 127'82'44' 75' 13'12'11' 5'5' 128'255' STORAGE LENGTH80'30' BUILDING SETBACK (TYP.) 5' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER DECORATIVE PAVING (TYP.) AS TRAFFIC CALMING MEASURE ACCESS RAMPS ACCESS RAMPS 10'13'13' 5' 24' PROPOSED 25' WATER & WASTEWATER EASEMENT PROPOSED 25' WATER & WASTEWATER EASEMENT PROPOSED 15' WATER EASEMENT PROPOSED 26' DRAINAGE & WATER EASEMENT 49'DECORATIVE PAVING (TYP.) AS TRAFFIC CALMING MEASURE STOP SIGN STOP SIGN STOP SIGN STOP SIGN SIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALK SIDEWALK SIDEWALKSIDEWALK 53'20' ORNAMENTAL 20'20'24'20'20'24'20'20'24'10'10'10'10'10'10'10'10'221810 10 PROPOSED CART CORRAL10'10'10'18'24'20'20'24' 18'24'20'20'24'20'20'24'20'20'24'20'10'10'10'10'10'10'10'10'10'10'10'17'9'10'9'14'20'10'24'24'18'24'9'9'9'9'9'20'9'29'62'14 22 16 10 5 20 26 8 7 8 5 5 12 13 9 10 9'9'18'3 18'9'30' 125'25'68'46'PROPOSED CART CORRAL PROPOSED CART CORRAL DRIVE THRU LANE ESCAPE LANE PR. FH PR. FH FIVE (5) STACKING SPACES (20'X9') 2' PARKING OVERHANG (TYP.) CONVENIENCE STORE MENU BOARD 2' PARKING OVERHANG (TYP.) 2' PARKING OVERHANG (TYP.) 13'12' 15' 18'24'20'20'24'18' R20' R 2 0 ' R 3 0 'R30'R30'R 3 0 'R30'R30'R 3 0 'R30'R30' R 3 0 ' R 4 0 'R50'R 1 0 'R10'R10'R10'R 1 0 'R10'R1 0 'R10'R 1 0 'R10'R34'R10'R 3 ' R5'R10'R30'R 3 0 'R34'R10'R 1 0 'R10'R3 0 ' R30' R 3 0 'R3 0 ' CONVENIENCE STORE 3,128 S.F. FUEL CANOPY 3,125 S.F. LOT 01 LOT 02 LOT 03 24' 6'6' 5' 5' 5'5' LANDSCAPE BUFFER (TYP.) MARKET STREET 350' FRONT DOOR RADIUS R30'15' BUILDING SETBACK (TYP.) 30' BUILDING SETBACK (TYP.)30' BUILDING SETBACK R30'460' 15' BUILDING SETBACK (TYP.) 30' BUILDING SETBACK (TYP.) 15' BUILDING SETBACK (TYP.) 30' BUILDING SETBACK 13'12' PROPOSED 22' DRAINAGE & WATER EASEMENT 2' PARKING OVERHANG (TYP.)5'5'5'30°'30°'30°'PR. FH PR. FH 5'p:\010129\005\cad\sheet_civil\psp\010129005_dim01.dwg-zvalverde-7/28/2025 3:02 PMPRELIMINARY SITE PLAN NOTES PRELIMINARY SITE PLAN LEGEND BARRIER FREE RAMP BARRIER FREE RAMP BARRIER FREE RAMP ACCESSIBLE PARKING SIGN PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT FDC PROPOSED FIRE LANE, ACCESS, DRAINAGE AND UTILITY EASEMENT SHEET C2.02 PROJECT #: DEVAPP-23-0183 PRELIMINARY SITE PLAN PRESTON AND FRONTIER BLOCK A, LOT 1-4 ABS A0172 COLLIN COUNTY SCHOOL LAND SURVEY TRACT 2 23.991 ACRES TOWN OF PROSPER, TEXAS, COLLIN COUNTY July 25, 2025 E. PROSPER TRAIL E. FRONTIER PKWY N N. PRESTON RD.SITE VICINITY MAP NTS KEYMAP N.T.S. C2.01 C2.02 C2.03 SUPREQUIREDFORAPPROVALN0 20 40 80 SCALE 1" = 40' 1.ALL DEVELOPMENT STANDARDS FOLLOW TOWN STANDARDS. 2.LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN OF PROSPER. 3.ALL DEVELOPMENT STANDARDS SHALL FOLLOW FIRE REQUIREMENTS PER THE TOWN OF PROSPER. 4.HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT (ADA) AND WITH THE REQUIREMENTS OF THE CURRENT, ADOPTED BUILDING CODE. 5.ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL. 6.IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE CLASSIFICATION(S) IDENTIFIED IN THE SITE DATA SUMMARY TABLE; HOWEVER, CHANGES TO THE PROPOSED LAND USE AT THE TIME OF CO AND/OR FINISH-OUT PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING REQUIREMENTS. 7.THE APPROVAL OF A PRELIMINARY SITE PLAN SHALL BE EFFECTIVE FOR A PERIOD OF TWO (2) YEARS FROM THE DATE THAT THE PRELIMINARY SITE PLAN IS APPROVED BY THE PLANNING AND ZONING COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE SUBMITTED AND RECEIVED APPROVAL OF A SITE PLAN BY THE PLANNING AND ZONING COMMISSION. IF A SITE PLAN HAS NOT BEEN APPROVED WITHIN SUCH TWO (2) YEAR PERIOD, THE PRELIMINARY SITE PLAN APPROVAL IS NULL AND VOID. IF SITE PLAN APPROVAL IS ONLY FOR A PORTION OF THE PROPERTY, THE APPROVAL OF THE PRELIMINARY SITE PLAN FOR THE REMAINING PROPERTY IS NULL AND VOID. 8.OPEN SPACE REQUIREMENTS SHALL FOLLOW THE ZONING ORDINANCE, PER TRACT. OPEN SPACE SHALL NOT INCLUDE VEHICULAR PAVING, REQUIRED PARKING LOT LANDSCAPE ISLANDS, BUILDING FOOTPRINT, UTILITY YARDS, REQUIRED LANDSCAPE SETBACKS, SIDEWALKS, AND DETENTION POND. 9.ALL CART CORRAL RETURNS SHALL BE CONSTRUCTED OF ORNAMENTAL METAL AND BE PERMANENTLY AFFIXED TO PAVEMENT. 10.DIMENSIONS ARE REFERENCING FROM THE FACE OF CURB. 11.DUMPSTER SCREENING WALLS SHALL BE BRICK OR STONE WITH 8FT MIN IN HEIGHT(TYP). 12.RESTAURANT WITH DRIVE-THROUGH'S (REQUIRED SUP). 13.ALL BUILDINGS WITH A FOOTPRINT OF LESS THAN 10,000 SQUARE FEET AND LOCATED 100 FEET OR LESS FROM A RESIDENTIAL ZONING DISTRICT SHALL INCORPORATE A PITCHED, GABLED, MANSARD, HIPPED, OR OTHERWISE SLOPED ROOF. ALL SLOPED ROOFS SHALL HAVE A SIX IN 12-INCH MINIMUM SLOPE. 14.ALL RETAIL/COMMERCIAL BUILDINGS WITH FACADES GREATER THAN 200 FEET IN LENGTH SHALL INCORPORATE WALL PLANE PROJECTIONS OR RECESSES THAT ARE AT LEAST SIX FEET DEEP. PROJECTIONS/RECESSES MUST BE AT LEAST 25 PERCENT OF THE LENGTH OF THE FACADE. NO UNINTERRUPTED LENGTH OF FACADE MAY EXCEED 100 FEET IN LENGTH. 15.AT THE SITE PLAN LEVEL, ENSURE ALL PROPOSED COMMERCIAL RESTAURANTS/FOOD FACILITIES INSTALL THEIR OWN INDIVIDUAL MINIMUM 1000 GALLON GREASE TRAP. MUST BE EXTERIOR, IN GROUND. MUST INCLUDE A SAMPLE WELL. DO NOT INSTALL IN PARKING STALLS OR FIRE LANES. SHOW SIZE AND LOCATION. PER HEALTH DEPARTMENT. Page 136 Item 11. VANNOPARKINGVANNOPARKINGVANNOPARKINGVANNOPARKING21.7'40.9'52.67'19.61'OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX23456710BLOCK Q11XBLOCK XOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW910811910811BLOCK X3VAULTVAULTVAULTW12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''BUILDING 6 GROCERY STORE 78,517 S.F. BLDG 7 RETAIL/REST. 12,631 S.F. BLDG 8 RETAIL/ REST. 10,267 S.F. MATCHLINE SHEET C2.02 12 12 6 4 2 9 13 12 19 11 9 1311 12 12 12 10 9 6 4 6 SUBDIVISION: FRONTIER ESTATES ZONING: PD-15 LAND USE: RESIDENTIAL E. FRONTIER PKWY - FM 1461(VARIABLE WIDTH RIGHT-OF-WAY)EXISTING 15' UTILITY EASEMENT 6' BRICK SCREEN WALL W/ TREES 30' ON CENTER PR. FH PR. FH PR. FH PR. FH PR. FH PR. FH PR. FH 15' LANDSCAPE AND PEDESTRIAN ACCESS SETBACK PR. FH REMOTE FDC DECORATIVE PAVING (TYP.) AS TRAFFIC CALMING MEASURE 6' BRICK SCREEN WALL W/ TREES 30' ON CENTER 14' SCREEN WALL W/ TREES 15' ON CENTER 2' PARKING OVERHANG (TYP.) 60' BUILDING SETBACK 10' HIKE AND BIKE TRAIL 25' LANDSCAPE AND PEDESTRIAN ACCESS EASEMENT REMOTE FDC 2' PARKING OVERHANG (TYP.) 6' BRICK SCREEN WALL W/ TREES 30' ON CENTER PROPOSED LEFT TURN LANE ACCESS RAMPS MARKET STREET 350' FRONT DOOR RADIUS PROPOSED DECELERATION LANE PROPOSED 15' UTILITY EASEMENT 55' 30' BUILDING SETBACK ULTIMATE FRONTIER PARKWAY FINAL DESIGN TO BE PROVIDED BY TxDOT ACCESS RAMPSPROPOSED BERM20'30'9'30'20'24'20'20'24'18'24'20'9'9'10'20'24'18'20'9'24'20'30'18'9'9'18'30'9'10'30'30'52'30'30'20'30'18'30'9'333'74'68'27'32'180' 20'9'300'9'30'20'10'9'9'20' 20'24'18'9'9'9'20'9'30'20'9'9'9'157'20' 24' 18'9'10'9'20'24'20'9'300'5'5' 127' 106' 105'13'129'166' STORAGE LENTH150' TAPER LENGH11'110' TAPER LENGTH150' STORAGE LENGTH80' REMOTE FDC 24' 5' LANDSCAPE BUFFER 5' LANDSCAPE BUFFER DECORATIVE PAVING (TYP.) AS TRAFFIC CALMING MEASURE 24' EXISTING WOODEN FENCE EXISTING WOODEN FENCE30°'PROPOSED 23' DRAINAGE & WATER EASEMENT 12'23' PROPOSED 25' WATER & WASTEWATER EASEMENT PROPOSED 15' WATER EASEMENT 13'12'30°'PR. FH DECORATIVE PAVING (TYP.) AS TRAFFIC CALMING MEASURE SIDEWALK SIDEWALK22'41'10'53'20' ORNAMENTAL FENCE ORNAMENTAL FENCE PR. FH R20' R 2 0 'R30'R 3 0 'R30'R30'R 3 0 ' R30'R30'R 3 0 ' R30' R30'R30'R30'R 1 0 'R10'R 1 0 'R6'R3 0 ' R30'R3 0 ' LOT 01 LOT 03 24'5'R30'PHARMACY DRIVE-THRU THREE (3) STACKING SPACES (20'X9') CAR STOPPING LOCATION 30' BUILDING SETBACKR30'PHARMACY DRIVE-THRU THREE (3) STACKING SPACES (20'X9') CAR STOPPING LOCATION 30' BUILDING SETBACK BUILDING 6 LAYOUT/ARTICULATION TO CHANGE PER NOTE #14PROPOSED 35' DRAINAGE & WASTEWATER EASEMENT p:\010129\005\cad\sheet_civil\psp\010129005_dim01.dwg-zvalverde-7/28/2025 3:02 PMN0 20 40 80 SCALE 1" = 40' PRELIMINARY SITE PLAN NOTES PRELIMINARY SITE PLAN LEGEND BARRIER FREE RAMP BARRIER FREE RAMP BARRIER FREE RAMP ACCESSIBLE PARKING SIGN PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT FDC PROPOSED FIRE LANE, ACCESS, DRAINAGE AND UTILITY EASEMENT SHEET C2.03 PROJECT #: DEVAPP-23-0183 PRELIMINARY SITE PLAN PRESTON AND FRONTIER BLOCK A, LOT 1-4 ABS A0172 COLLIN COUNTY SCHOOL LAND SURVEY TRACT 2 23.991 ACRES TOWN OF PROSPER, TEXAS, COLLIN COUNTY July 25, 2025 E. PROSPER TRAIL E. FRONTIER PKWY N N. PRESTON RD.SITE VICINITY MAP NTS KEYMAP N.T.S. C2.01 C2.02 C2.03 111' 85'168'168'214'1.ALL DEVELOPMENT STANDARDS FOLLOW TOWN STANDARDS. 2.LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN OF PROSPER. 3.ALL DEVELOPMENT STANDARDS SHALL FOLLOW FIRE REQUIREMENTS PER THE TOWN OF PROSPER. 4.HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT (ADA) AND WITH THE REQUIREMENTS OF THE CURRENT, ADOPTED BUILDING CODE. 5.ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL. 6.IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE CLASSIFICATION(S) IDENTIFIED IN THE SITE DATA SUMMARY TABLE; HOWEVER, CHANGES TO THE PROPOSED LAND USE AT THE TIME OF CO AND/OR FINISH-OUT PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING REQUIREMENTS. 7.THE APPROVAL OF A PRELIMINARY SITE PLAN SHALL BE EFFECTIVE FOR A PERIOD OF TWO (2) YEARS FROM THE DATE THAT THE PRELIMINARY SITE PLAN IS APPROVED BY THE PLANNING AND ZONING COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE SUBMITTED AND RECEIVED APPROVAL OF A SITE PLAN BY THE PLANNING AND ZONING COMMISSION. IF A SITE PLAN HAS NOT BEEN APPROVED WITHIN SUCH TWO (2) YEAR PERIOD, THE PRELIMINARY SITE PLAN APPROVAL IS NULL AND VOID. IF SITE PLAN APPROVAL IS ONLY FOR A PORTION OF THE PROPERTY, THE APPROVAL OF THE PRELIMINARY SITE PLAN FOR THE REMAINING PROPERTY IS NULL AND VOID. 8.OPEN SPACE REQUIREMENTS SHALL FOLLOW THE ZONING ORDINANCE, PER TRACT. OPEN SPACE SHALL NOT INCLUDE VEHICULAR PAVING, REQUIRED PARKING LOT LANDSCAPE ISLANDS, BUILDING FOOTPRINT, UTILITY YARDS, REQUIRED LANDSCAPE SETBACKS, SIDEWALKS, AND DETENTION POND. 9.ALL CART CORRAL RETURNS SHALL BE CONSTRUCTED OF ORNAMENTAL METAL AND BE PERMANENTLY AFFIXED TO PAVEMENT. 10.DIMENSIONS ARE REFERENCING FROM THE FACE OF CURB. 11.DUMPSTER SCREENING WALLS SHALL BE BRICK OR STONE WITH 8FT MIN IN HEIGHT(TYP). 12.RESTAURANT WITH DRIVE-THROUGH'S (REQUIRED SUP). 13.ALL BUILDINGS WITH A FOOTPRINT OF LESS THAN 10,000 SQUARE FEET AND LOCATED 100 FEET OR LESS FROM A RESIDENTIAL ZONING DISTRICT SHALL INCORPORATE A PITCHED, GABLED, MANSARD, HIPPED, OR OTHERWISE SLOPED ROOF. ALL SLOPED ROOFS SHALL HAVE A SIX IN 12-INCH MINIMUM SLOPE. 14.ALL RETAIL/COMMERCIAL BUILDINGS WITH FACADES GREATER THAN 200 FEET IN LENGTH SHALL INCORPORATE WALL PLANE PROJECTIONS OR RECESSES THAT ARE AT LEAST SIX FEET DEEP. PROJECTIONS/RECESSES MUST BE AT LEAST 25 PERCENT OF THE LENGTH OF THE FACADE. NO UNINTERRUPTED LENGTH OF FACADE MAY EXCEED 100 FEET IN LENGTH. 15.AT THE SITE PLAN LEVEL, ENSURE ALL PROPOSED COMMERCIAL RESTAURANTS/FOOD FACILITIES INSTALL THEIR OWN INDIVIDUAL MINIMUM 1000 GALLON GREASE TRAP. MUST BE EXTERIOR, IN GROUND. MUST INCLUDE A SAMPLE WELL. DO NOT INSTALL IN PARKING STALLS OR FIRE LANES. SHOW SIZE AND LOCATION. PER HEALTH DEPARTMENT. Page 137 Item 11. Preston and Frontier, Block A, Lots 1-4 (DEVAPP-23-0183) Page 138 Item 11. Information Purpose: •Construct nine commercial buildings on four lots totaling 138,733 square feet and associated parking. •Lot 1: Grocery Store (78,517 SF) •Lot 2: Convenience Store with Gas Pumps (3,128 SF) •Only permitted in association with grocery store on Lot 1 as noted in the Site Data Summary Table. •Lot 3: Bank (4,261 SF), Restaurant (3,001 SF)*, and Two Restaurant/Retail Buildings (24,860 SF) •Lot 4: Two Restaurants (8,008 SF)* and a Restaurant/Retail Building (16,958 SF) * All drive-through restaurants will require approval of a Specific Use Permit. * Page 139 Item 11. Information Cont. History: •Project submitted in October of 2023 •Prior to Zoning Ordinance Amendment for Drive-Through Regulations Property Owners’ Association (POA): •Prior to platting the property into separate lots, a POA will be finalized to establish duties and responsibilities for the lots within the development. Page 140 Item 11. Information Cont. Staff Conditions: •Drive-Through Restaurants subject to approval of a Specific Use Permit. •Convenience Store with Gas Pumps to be associated with Grocery Store. •Creation of Property Owner’s Association prior to recordation of a plat to subdivide the property. August 5, 2025: Planning & Zoning Commission approved the item by a vote of 4 -0, subject to Town Staff’s recommendations including the clarification that the convenience store with gas pumps being associated with the grocery store means one may not be constructed without the other. Page 141 Item 11. Page 142 Item 11. Page 143 Item 11. Page 144 Item 11. Page 145 Item 11. Page 146 Item 11. Page 147 Item 11. Page 148 Item 11. Page 149 Item 11. Page 1 of 2 To: Mayor and Town Council From: Bob Scott, Deputy Town Manager Chris Landrum, Finance Director Through: Mario Canizares, Town Manager Re: Calling Bond Election Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 1. Acceleration of Infrastructure 4. Continue to Provide Excellent Municipal Services Agenda Item: Consider and act upon an ordinance calling a Bond Election to be held on November 4, 2025, and providing for the administration of the Election. Description of Agenda Item: On September 24, 2024, Town Council appointed ten Prosper residents and three Council Members to work with Town staff to identify capital improvement projects in line with the Town’s Strategic Vision to place on the November 4th ballot. The $210 million of debt approved in the 2020 bond election is expected to be issued by 2026 with a 2025 Bond Election allowing the Town to continue its capital project initiatives without delay. At the July 22, 2025, Council Meeting, the Committee completed their task when Chairman Kevin Greene presented to the Council the Committee’s recommendation for six individual referendum questions totaling $183,800,000. It is now for the Council to determine the actual composition of the election. They can accept the recommendations verbatim or make modification to the individual questions or the amounts in the recommendation. Since the committee’s recommendation, staff has received the FY 2026 certified rolls for assessed valuation and recalculated capacity at $190 million. In addition, Engineering is aware of the continued deterioration of the north bound access road of the Dallas North Tollway and with the additional capacity has requested $8.5 million of authorization allowing the Town to repair the worse sections of the access road in close coordination with completion of the Tollway extension through Prosper. Finally, staff has been requested to research possible alternatives to funding the silo renovation with debt issuance and is prepared to do so if Question F is removed. Once Council passes their preferred ordinance in addition to the English version that is attached, a Spanish version will also be provided to the Collin and Denton County election administrators as required by state law. TOWN MANAGER’S OFFICE Page 150 Item 12. Page 2 of 2 Budget Impact: Per Council instructions, these recommendations have been developed as a “no tax rate increase election” meaning that only debt issuance that can be made within the current debt service tax rate will be made. However, as the Town’s Assessed Valuation increases debt service capacity and amounts will also increase over time. In addition to these debt service impacts, bonds for additional facilities will also eventually impact the Town’s Maintenance and Operations (M & O) budget. Staff will incorporate these impacts into its multi-year budget projection and include projections of both debt service and M & O for each proposed project for consideration by the committee. It should be noted that state law requires each referendum question to state in all uppercase letters: “THIS IS A PROPERT TAX INCREASE. Given that Prosper has adopted the Senior and Disabled tax freeze, individuals qualifying for these exemptions will not see a property tax increase due to this election. In addition, given that this is a “no property tax rate increase” election, all other property taxpayers will only see a property tax increase if their assessed valuation is increased by their appraisal district. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the attached documents as to form and legality. Bond Counsel for the Town, Chris Settle with McCall Parkhurst & Horton has drafted the ordinance and individual referendum questions and will be present for questions. Attached Documents: 1. Ordinance Option 1 - Bond Committee Recommendations - $183,800,000. 2. Ordinance Option 2 - incorporating additional road repair funds - $192,300,000. 3. Ordinance Option 3 - incorporating the additional road repair funds but funding the silo renovations by means other than debt issuance for a total of $190,000,000. Staff Recommendation: Town staff recommend that the Town Council approve one of the three ordinances with or without modifications. Proposed Motion: I move ordinance Option _, calling a Bond Election to be held on November 4, 2025, without modifications (or with the following modifications) for a total of $ xxx, and providing for the administration of the Election. Page 151 Item 12. 1 AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, CALLING A BOND ELECTION TO BE HELD ON NOVEMBER 4, 2025, A UNIFORM ELECTION DATE; MAKING PROVISIONS FOR THE CONDUCT OF THE ELECTION AND OTHER PROVISONS RELATING THERETO; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Town Council (the "Council") of the Town of Prosper, Texas (the "Town") deems it advisable to call the bond election hereinafter ordered (the "Election"); and WHEREAS, the bond referendum is held in accordance with the provisions of Chapter 1251, Texas Government Code, and various provisions of the Texas Election Code (the "Code"), including Section 42.002 of the Code, and the Town is contracting with Collin County, Texas, and Denton County, Texas (individually, a "County" and collectively, the "Counties") for the administration of the Election pursuant to separate interlocal agreements with each County (individually, an "Election Contract" and collectively, the "Election Contracts"); and WHEREAS, the Counties, acting through each of the Collin County Elections Administrator and the Denton County Elections Administrator (individually, an "Elections Administrator" and collectively, the "Elections Administrators") in accordance with each respective Election Contract, will provide for the administration of the Election; and WHEREAS, it is hereby officially found and determined that the meeting at which this Ordinance was adopted was open to the public, and public notice of the time, place and purpose of the meeting was given, all as required by Chapter 551, Texas Government Code; NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS: Section 1. Findings. The statements contained in the preambles of this Ordinance are true and correct and adopted as findings of fact and operative provisions hereof. Section 2. Election Ordered; Polling Places. The Election shall be held in the Town between the hours of 7:00 a.m. and 7:00 p.m. on November 4, 2025 ("Election Day"). The Election is to be conducted by the Counties, as provided by Chapter 271, Texas Election Code (the "Code"), and the Election Contracts. On Election Day, voting for the Election shall occur during the hours stated above at the designated polling places as set forth in Exhibit A attached hereto, which exhibit is hereby made a part hereof for all intents and purposes. Exhibit A shall be modified to include additional or different Election Day polling places required to conform to the Election Contracts and the Code. Section 3. Early Voting. Early voting shall be administered by the Counties. Early voting by personal appearance shall begin on October 20, 2025 and conclude on October 31, 2025, and will be conducted at the Early Voting locations on the dates and at the times specified in Exhibit B attached hereto. The early voting polling places shall remain open during such hours for early voting by personal appearance for any registered voter of the Town at such voting place. Exhibit B shall be modified to include additional or different early voting polling places required to conform to the Election Contracts and the Code. Section 4. Election Officials. The appointment of the Presiding Election Judges, Alternate Judges, Early Voting Clerks, the Presiding Judge of the early ballot board and other election officials for the Election shall be made by the Elections Administrators in accordance with the Election Contracts and the Code. The Elections Administrators may employ other personnel necessary for the proper administration of the Election, including such part-time help as is necessary to prepare for the Election, to ensure the timely delivery of supplies during early voting and on Election Day, and for the efficient Page 152 Item 12. 2 tabulation of ballots at the central counting station. The Council hereby authorizes the Mayor, the Mayor Pro Tem, the Town Manager, the Deputy Town Manager, the Finance Director and the Town Secretary to execute or attest on behalf of the Town the Election Contracts with the Counties. Section 5. Voting by Mail. Applications for voting by mail for all residents of the Town shall be submitted as follows: (a) Applications for voting by mail for all residents of the Town residing in Collin County shall be submitted, prior to the applicable deadline prescribed by law, by (i) personal delivery to Collin County Elections Department, 2010 Redbud Blvd., Suite 102, McKinney, Texas 75069; (ii) mail to Collin County Early Voting Clerk, Elections Office, 2010 Redbud Blvd., Suite 102, McKinney, Texas 75069; (iii) by facsimile to (972) 547-1996; or (iv) by email to absenteemailballoting@collincountytx.gov. If submitted by facsimile or email, a hard copy of the application must be mailed to the foregoin g address within four days of sending the facsimile or email. (b) Applications for voting by mail for all residents of the Town residing in Denton County shall be submitted, prior to the applicable deadline prescribed by law, by (i) personal delivery or contract carrier to Early Voting Clerk, Denton County Elections, 701 Kimberly Drive, Denton, Texas 76208; (ii) mail to Denton County Early Voting Clerk, P.O. Box 1720 , Denton, Texas 76202; (iii) by facsimile to (940) 349-3201; or (iv) by email to elections@dentoncounty.gov. If submitted by facsimile or email, a hard copy of the application must be mailed to the foregoing address within four days of sending the facsimile or email. Section 6. Early Voting Ballots. An Early Voting Ballot Board shall be created to process early voting results of the Election and the Presiding Judge of the Early Voting Ballot Board shall be designated by the Elections Administrators. The Presiding Judge of the Early Voting Ballot Board shall appoint two or more additional members to constitute the Early Voting Ballot Board members and, if needed, the Signature Verification Committee members required to efficiently process the early voting ballots. Section 7. Qualified Voters. All qualified electors of and residing in the Town, shall be entitled to vote at the Election. Section 8. Propositions. At the Election the following PROPOSITIONS shall be submitted in accordance with law: Town of Prosper, Texas Special Election Proposition A Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $84,300,000 for the purpose of designing, constructing, reconstructing, improving, extending, expanding, upgrading and developing streets, roads, sidewalks, thoroughfares and related improvements in the Town, including pedestrian right of ways, related drainage, utility relocation, signalization, landscaping, lighting, and signage, and the purchase of land, any necessary rights-of-way and other costs related to such street and road projects; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Page 153 Item 12. 3 Town of Prosper, Texas Special Election Proposition B Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $29,000,000 for the purpose of constructing, installing, acquiring and equipping additions, extensions, renovations and improvements to the police headquarters, with any surplus proceeds remaining after completion of such project to be used for the construction, acquisition, renovation and equipment of other public safety facilities in the Town; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Town of Prosper, Texas Special Election Proposition C Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $34,200,000 for the purpose of constructing and equipping a new library facility separate from Town Hall with any excess funds used to assist in the relocation of existing library from Town Hall; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Town of Prosper, Texas Special Election Proposition D Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $24,000,000 for the purpose of enhancing current Parks and Recreation offerings by designing, constructing, improving, equipping of parks, trails, bridges and sports fields and courts and other recreational facilities; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Town of Prosper, Texas Special Election Proposition E Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $10,000,000 for the purpose of designing, constructing and equipping a permanent public works and parks service center at the current service center location; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there Page 154 Item 12. 4 be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Town of Prosper, Texas Special Election Proposition F Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $2,300,000 for the purpose of repairing, preserving and improving the three historic silos located west of the railroad tracks and to the southwest of the end of Broadway Street ; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Section 9. Ballots. The official ballots for the Election shall be prepared in accordance with the Code so as to permit the electors to vote "FOR" or "AGAINST" the aforesaid PROPOSITIONS, with the ballots to contain such provisions, markings and language as required by law, and with such PROPOSITIONS to be expressed substantially as follows: Town of Prosper, Texas Special Election Proposition A For ______ Against ______ ) ) ) ) ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $84,300,000 of bonds by the Town of Prosper, Texas, for the purpose of designing, constructing, reconstructing, improving, extending, expanding, upgrading and developing streets, roads, sidewalks, thoroughfares and related improvements in the Town, including pedestrian right of ways, related drainage, utility relocation, signalization, landscaping, lighting, and signage, and the purchase of land, any necessary rights-of-way and other costs related to such street and road projects, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Town of Prosper, Texas Special Election Proposition B For ______ Against ______ ) ) ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $29,000,000 of bonds by the Town of Prosper, Texas, for the purpose of constructing, installing, acquiring and equipping additions, extensions, renovations and improvements to the police headquarters, with any surplus proceeds remaining after completion of such project to be used for the construction, acquisition, renovation and equipment of other public safety facilities in the Town, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Page 155 Item 12. 5 Town of Prosper, Texas Special Election Proposition C For ______ Against ______ ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $34,200,000 of bonds by the Town of Prosper, Texas, for the purpose of constructing and equipping a new library facility separate from Town Hall with any excess funds used to assist in the relocation of existing library from Town Hall , and the levy of taxes sufficient to pay the principal of and interest on the bonds. Town of Prosper, Texas Special Election Proposition D For ______ Against ______ ) ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $24,000,000 of bonds by the Town of Prosper, Texas, for the purpose of enhancing current Parks and Recreation offerings by designing, constructing, improving, equipping of parks, trails, bridges and sports fields and courts and other recreational facilities, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Town of Prosper, Texas Special Election Proposition E For ______ Against ______ ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $10,000,000 of bonds by the Town of Prosper, Texas, for the purpose of designing, constructing and equipping a permanent public works and parks service center at the current service center location, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Town of Prosper, Texas Special Election Proposition F For ______ Against ______ ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $2,300,000 of bonds by the Town of Prosper, Texas, for the purpose of repairing, preserving and improving the three historic silos located west of the railroad tracks and to the southwest of the end of Broadway Street, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Section 10. Compliance with State and Federal Law. In all respects, the Election shall be conducted in accordance with the Code. Pursuant to the federal Help America Vote Act ("HAVA") and the Code, at each polling place there shall be at least one voting system that is equipped for disabled individuals, and each such voting system shall be a system that has been certified by the Texas Secretary of State as compliant with HAVA and the Code. The Town hereby finds that the voting system to be used by the Elections Administrators in administering the Election is such a system, and orders that such voting equipment or other equipment certified by the Texas Secretar y of State shall be used by the Town in its elections. Section 11. Debt Obligations. The following information is provided in accordance with the provisions of Section 3.009(b) of the Code. (a) The proposition language that will appear on the ballot is set forth in Section 9 hereof. (b) The purpose for which the bonds are to be authorized is set forth in Section 8 hereof. Page 156 Item 12. 6 (c) The principal amount of the debt obligations to be authorized is set forth in Sections 8 and 9 hereof. (d) If the bonds are approved by the voters, the Council will be authorized to levy annual ad valorem taxes, on all taxable property in the Town, sufficient, within the limits prescribed by law, to pay the principal of and interest on the bonds and the cost of any credit agreements executed in connection with the bonds. (e) Based upon the bond market conditions at the date of adoption of this Ordinance, the maximum interest rate for any series of the bonds is estimated to b e 5.00%. Such estimate takes into account a number of factors, including the issuance schedule, maturity schedule and the expected bond ratings of the proposed bonds. Such estimated maximum interest rate is provided as a matter of information, but is not a limitation on the interest rate at which the bonds, or any series thereof, may be sold. (f) The bonds that are the subject of the Election shall mature serially or otherwise over a specified number of years (but not more than 40 years from their date), as prescribed by applicable Texas law, though the Town estimates that, based on current bond market conditions, such bonds will amortize over a 20-year period from their respective date of issue. (g) The aggregate amount of the outstanding principal of the Town's debt obligations which are secured by ad valorem taxes as of the date of this Ordinance is $236,755,000. (h) The aggregate amount of the outstanding interest of the Town's debt obligations which are secured by ad valorem taxes as of the date of this Ordinance is $85,618,791. (i) The ad valorem debt service tax rate for the Town as of the date of this Ordinance is $0.180392 per $100 of taxable assessed valuation. (j) The website for the Town (as the authority conducting the Election) is https://www.prospertx.gov and the website for the Counties (as the entities administering the Election) are https://www.collincountytx.gov/Elections (Collin County) and https://www.votedenton.gov (Denton County). Section 12. Necessary Actions. The Mayor, the Town Secretary, the Town Manager, the Deputy Town Manager and the Finance Director, or their designees, in consultation with the Town’s Attorney and bond counsel are hereby authorized and directed to take any and all actions necessary to comply with the provisions of the Code and the Federal Voting Rights Act in carrying out and conducting the Election, whether or not expressly authorized herein. Section 13. Severability. If any provision, section, subsection, sentence, clause or phrase of this Ordinance, or the application of same to any person or set of circumstances is for any reason held to be unconstitutional, void, invalid, or unenforceable, neither the remaining portions of this Ordinance nor their application to other persons or sets of circumstances shall be affected thereby, it being the intent of the Town Council in adopting this Ordinance that no portion hereof or provision or regulation contained herein shall become inoperative or fail by reason of any unconstitutionality, voidness, invalidity or unenforceability of any other portion hereof, and all provisions of this Ordinance are declared to be severable for that purpose. Section 14. Effective Date. This Ordinance shall take effect immediately upon its passage and approval. Page 157 Item 12. DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 12TH DAY OF AUGUST, 2025. ____________________________________ David F. Bristol, Mayor ATTEST: ____________________________________ Michelle Lewis Sirianni, Town Secretary APPROVED AS TO FORM AND LEGALITY: ____________________________________ Terrence S. Welch, Town Attorney (Town Seal) Ordinance Calling a Bond Election Page 158 Item 12. Exhibit A Election Day Polling Places and Hours November 4, 2025 7:00 am - 7:00 pm To be updated to conform to Election Contracts Page 159 Item 12. Exhibit B Early Voting Polling Locations, Dates and Hours To be updated to conform to Election Contracts Page 160 Item 12. 1 AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, CALLING A BOND ELECTION TO BE HELD ON NOVEMBER 4, 2025, A UNIFORM ELECTION DATE; MAKING PROVISIONS FOR THE CONDUCT OF THE ELECTION AND OTHER PROVISONS RELATING THERETO; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Town Council (the "Council") of the Town of Prosper, Texas (the "Town") deems it advisable to call the bond election hereinafter ordered (the "Election"); and WHEREAS, the bond referendum is held in accordance with the provisions of Chapter 1251, Texas Government Code, and various provisions of the Texas Election Code (the "Code"), including Section 42.002 of the Code, and the Town is contracting with Collin County, Texas, and Denton County, Texas (individually, a "County" and collectively, the "Counties") for the administration of the Election pursuant to separate interlocal agreements with each County (individually, an "Election Contract" and collectively, the "Election Contracts"); and WHEREAS, the Counties, acting through each of the Collin County Elections Administrator and the Denton County Elections Administrator (individually, an "Elections Administrator" and collectively, the "Elections Administrators") in accordance with each respective Election Contract, will provide for the administration of the Election; and WHEREAS, it is hereby officially found and determined that the meeting at which this Ordinance was adopted was open to the public, and public notice of the time, place and purpose of the meeting was given, all as required by Chapter 551, Texas Government Code; NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS: Section 1. Findings. The statements contained in the preambles of this Ordinance are true and correct and adopted as findings of fact and operative provisions hereof. Section 2. Election Ordered; Polling Places. The Election shall be held in the Town between the hours of 7:00 a.m. and 7:00 p.m. on November 4, 2025 ("Election Day"). The Election is to be conducted by the Counties, as provided by Chapter 271, Texas Election Code (the "Code"), and the Election Contracts. On Election Day, voting for the Election shall occur during the hours stated above at the designated polling places as set forth in Exhibit A attached hereto, which exhibit is hereby made a part hereof for all intents and purposes. Exhibit A shall be modified to include additional or different Election Day polling places required to conform to the Election Contracts and the Code. Section 3. Early Voting. Early voting shall be administered by the Counties. Early voting by personal appearance shall begin on October 20, 2025 and conclude on October 31, 2025, and will be conducted at the Early Voting locations on the dates and at the times specified in Exhibit B attached hereto. The early voting polling places shall remain open during such hours for early voting by personal appearance for any registered voter of the Town at such voting place. Exhibit B shall be modified to include additional or different early voting polling places required to conform to the Election Contracts and the Code. Section 4. Election Officials. The appointment of the Presiding Election Judges, Alternate Judges, Early Voting Clerks, the Presiding Judge of the early ballot board and other election officials for the Election shall be made by the Elections Administrators in accordance with the Election Contracts and the Code. The Elections Administrators may employ other personnel necessary for the proper administration of the Election, including such part-time help as is necessary to prepare for the Election, to ensure the timely delivery of supplies during early voting and on Election Day, and for the efficient Page 161 Item 12. 2 tabulation of ballots at the central counting station. The Council hereby authorizes the Mayor, the Mayor Pro Tem, the Town Manager, the Deputy Town Manager, the Finance Director and the Town Secretary to execute or attest on behalf of the Town the Election Contracts with the Counties. Section 5. Voting by Mail. Applications for voting by mail for all residents of the Town shall be submitted as follows: (a) Applications for voting by mail for all residents of the Town residing in Collin County shall be submitted, prior to the applicable deadline prescribed by law, by (i) personal delivery to Collin County Elections Department, 2010 Redbud Blvd., Suite 102, McKinney, Texas 75069; (ii) mail to Collin County Early Voting Clerk, Elections Office, 2010 Redbud Blvd., Suite 102, McKinney, Texas 75069; (iii) by facsimile to (972) 547-1996; or (iv) by email to absenteemailballoting@collincountytx.gov. If submitted by facsimile or email, a hard copy of the application must be mailed to the foregoing address within four days of sending the facsimile or email. (b) Applications for voting by mail for all residents of the Town residing in Denton County shall be submitted, prior to the applicable deadline prescribed by law, by (i) personal delivery or contract carrier to Early Voting Clerk, Denton County Elections, 701 Kimberly Drive, Denton, Texas 76208; (ii) mail to Denton County Early Voting Clerk, P.O. Box 1720 , Denton, Texas 76202; (iii) by facsimile to (940) 349-3201; or (iv) by email to elections@dentoncounty.gov. If submitted by facsimile or email, a hard copy of the application must be mailed to the foregoing address within four days of sending the facsimile or email. Section 6. Early Voting Ballots. An Early Voting Ballot Board shall be created to process early voting results of the Election and the Presiding Judge of the Early Voting Ballot Board shall be designated by the Elections Administrators. The Presiding Judge of the Early Voting Ballot Board shall appoint two or more additional members to constitute the Early Voting Ballot Board members and, if needed, the Signature Verification Committee members required to efficiently process the early voting ballots. Section 7. Qualified Voters. All qualified electors of and residing in the Town, shall be entitled to vote at the Election. Section 8. Propositions. At the Election the following PROPOSITIONS shall be submitted in accordance with law: Town of Prosper, Texas Special Election Proposition A Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $92,800,000 for the purpose of designing, constructing, reconstructing, improving, extending, expanding, upgrading and developing streets, roads, sidewalks, thoroughfares and related improvements in the Town, including pedestrian right of ways, related drainage, utility relocation, signalization, landscaping, lighting, and signage, and the purchase of land, any necessary rights-of-way and other costs related to such street and road projects; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Page 162 Item 12. 3 Town of Prosper, Texas Special Election Proposition B Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $29,000,000 for the purpose of constructing, installing, acquiring and equipping additions, extensions, renovations and improvements to the police headquarters, with any surplus proceeds remaining after completion of such project to be used for the construction, acquisition, renovation and equipment of other public safety facilities in the Town; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Town of Prosper, Texas Special Election Proposition C Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $34,200,000 for the purpose of constructing and equipping a new library facility separate from Town Hall with any excess funds used to assist in the relocation of existing library from Town Hall; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Town of Prosper, Texas Special Election Proposition D Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $24,000,000 for the purpose of enhancing current Parks and Recreation offerings by designing, constructing, improving, equipping of parks, trails, bridges and sports fields and courts and other recreational facilities; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Town of Prosper, Texas Special Election Proposition E Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $10,000,000 for the purpose of designing, constructing and equipping a permanent public works and parks service center at the current service center location; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there Page 163 Item 12. 4 be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Town of Prosper, Texas Special Election Proposition F Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $2,300,000 for the purpose of repairing, preserving and improving the three historic silos located west of the railroad tracks and to the southwest of the end of Broadway Street ; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there be levied and pledged, assessed and collected annual ly ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Section 9. Ballots. The official ballots for the Election shall be prepared in accordance with the Code so as to permit the electors to vote "FOR" or "AGAINST" the aforesaid PROPOSITIONS, with the ballots to contain such provisions, markings and language as required by law, and with such PROPOSITIONS to be expressed substantially as follows: Town of Prosper, Texas Special Election Proposition A For ______ Against ______ ) ) ) ) ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $92,800,000 of bonds by the Town of Prosper, Texas, for the purpose of designing, constructing, reconstructing, improving, extending, expanding, upgrading and developing streets, roads, sidewalks, thoroughfares and related improvements in the Town, including pedestrian right of ways, related drainage, util ity relocation, signalization, landscaping, lighting, and signage, and the purchase of land, any necessary rights-of-way and other costs related to such street and road projects, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Town of Prosper, Texas Special Election Proposition B For ______ Against ______ ) ) ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $29,000,000 of bonds by the Town of Prosper, Texas, for the purpose of constructing, installing, acquiring and equipping additions, extensions, renovations and improvements to the police headquarters, with any surplus proceeds remaining after completion of such project to be used for the construction, acquisition, renovation and equipment of other public safety facilities in the Town, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Page 164 Item 12. 5 Town of Prosper, Texas Special Election Proposition C For ______ Against ______ ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $34,200,000 of bonds by the Town of Prosper, Texas, for the purpose of constructing and equipping a new library facility separate from Town Hall with any excess funds used to assist in the relocation of existing library from Town Hall , and the levy of taxes sufficient to pay the principal of and interest on the bonds. Town of Prosper, Texas Special Election Proposition D For ______ Against ______ ) ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $24,000,000 of bonds by the Town of Prosper, Texas, for the purpose of enhancing current Parks and Recreation offerings by designing, constructing, improving, equipping of parks, trails, bridges and sports fields and courts and other recreational facilities, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Town of Prosper, Texas Special Election Proposition E For ______ Against ______ ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $10,000,000 of bonds by the Town of Prosper, Texas, for the purpose of designing, constructing and equipping a permanent public works and parks service center at the current service center location, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Town of Prosper, Texas Special Election Proposition F For ______ Against ______ ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $2,300,000 of bonds by the Town of Prosper, Texas, for the purpose of repairing, preserving and improving the three historic silos located west of the railroad tracks and to the southwest of the end of Broadway Street, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Section 10. Compliance with State and Federal Law. In all respects, the Election shall be conducted in accordance with the Code. Pursuant to the federal Help America Vote Act ("HAVA") and the Code, at each polling place there shall be at least one voting system that is equipped for disabled individuals, and each such voting system shall be a system that has been certified by the Texas Secretary of State as compliant with HAVA and the Code. The Town hereby finds that the voting system to be used by the Elections Administrators in administering the Election is such a system, and orders that such voting equipment or other equipment certified by the Texas Secretary of State shall be used by the Town in its elections. Section 11. Debt Obligations. The following information is provided in accordance with the provisions of Section 3.009(b) of the Code. (a) The proposition language that will appear on the ballot is set forth in Section 9 hereof. (b) The purpose for which the bonds are to be authorized is set forth in Section 8 hereof. Page 165 Item 12. 6 (c) The principal amount of the debt obligations to be authorized is set forth in Sections 8 and 9 hereof. (d) If the bonds are approved by the voters, the Council will be authorized to levy annual ad valorem taxes, on all taxable property in the Town, sufficient, within the limits prescribed by law, to pay the principal of and interest on the bonds and the cost of any credit agreements executed in connection with the bonds. (e) Based upon the bond market conditions at the date of adoption of this Ordinance, the maximum interest rate for any series of the bonds is estimated to be 5.00%. Such estimate takes into account a number of factors, including the issuance schedule, maturity schedule and the expected bond ratings of the proposed bonds. Such estimated maximum interest rate is provided as a matter of information, but is not a limitation on the interest rate at which the bonds, or any series thereof, may be sold. (f) The bonds that are the subject of the Election shall mature serially or otherwise over a specified number of years (but not more than 40 years from their date), as prescribed by applicable Texas law, though the Town estimates that, based on current bond market conditions, such bonds will amortize over a 20-year period from their respective date of issue. (g) The aggregate amount of the outstanding principal of the Town's debt obligations which are secured by ad valorem taxes as of the date of this Ordinance is $236,755,000. (h) The aggregate amount of the outstanding interest of the Town's debt obligations which are secured by ad valorem taxes as of the date of this Ordinance is $85,618,791. (i) The ad valorem debt service tax rate for the Town as of the date of this Ordina nce is $0.180392 per $100 of taxable assessed valuation. (j) The website for the Town (as the authority conducting the Election) is https://www.prospertx.gov and the website for the Counties (as the entities administering the Election) are https://www.collincountytx.gov/Elections (Collin County) and https://www.votedenton.gov (Denton County). Section 12. Necessary Actions. The Mayor, the Town Secretary, the Town Manager, the Deputy Town Manager and the Finance Director, or their designees, in consultation with the Town’s Attorney and bond counsel are hereby authorized and directed to take any and all actions necessary to comply with the provisions of the Code and the Federal Voting Rights Act in carrying out and conducting the Election, whether or not expressly authorized herein. Section 13. Severability. If any provision, section, subsection, sentence, clause or phrase of this Ordinance, or the application of same to any person or set of circumstances is for any reason held to be unconstitutional, void, invalid, or unenforceable, neither the remaining portions of this Ordinance nor their application to other persons or sets of circumstances shall be affected thereby, it being the intent of the Town Council in adopting this Ordinance that no portion hereof or provision or regulation contained herein shall become inoperative or fail by reason of any unconstitutionality, voidness, invalidity or unenforceability of any other portion hereof, and all provisions of this Ordinance are declared to be severable for that purpose. Section 14. Effective Date. This Ordinance shall take effect immediately upon its passage and approval. Page 166 Item 12. DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 12TH DAY OF AUGUST, 2025. ____________________________________ David F. Bristol, Mayor ATTEST: ____________________________________ Michelle Lewis Sirianni, Town Secretary APPROVED AS TO FORM AND LEGALITY: ____________________________________ Terrence S. Welch, Town Attorney (Town Seal) Ordinance Calling a Bond Election Page 167 Item 12. Exhibit A Election Day Polling Places and Hours November 4, 2025 7:00 am - 7:00 pm To be updated to conform to Election Contracts Page 168 Item 12. Exhibit B Early Voting Polling Locations, Dates and Hours To be updated to conform to Election Contracts Page 169 Item 12. 1 AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, CALLING A BOND ELECTION TO BE HELD ON NOVEMBER 4, 2025, A UNIFORM ELECTION DATE; MAKING PROVISIONS FOR THE CONDUCT OF THE ELECTION AND OTHER PROVISONS RELATING THERETO; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Town Council (the "Council") of the Town of Prosper, Texas (the "Town") deems it advisable to call the bond election hereinafter ordered (the "Election"); and WHEREAS, the bond referendum is held in accordance with the provisions of Chapter 1251, Texas Government Code, and various provisions of the Texas Election Code (the "Code"), including Section 42.002 of the Code, and the Town is contracting with Collin County, Texas, and Denton County, Texas (individually, a "County" and collectively, the "Counties") for the administration of the Election pursuant to separate interlocal agreements with each County (individually, an "Election Contract" and collectively, the "Election Contracts"); and WHEREAS, the Counties, acting through each of the Collin County Elections Administrator and the Denton County Elections Administrator (individually, an "Elections Administrator" and collectively, the "Elections Administrators") in accordance with each respective Election Contract, will provide for the administration of the Election; and WHEREAS, it is hereby officially found and determined that the meeting at which this Ordinance was adopted was open to the public, and public notice of the time, place and purpose of the meeting was given, all as required by Chapter 551, Texas Government Code; NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS: Section 1. Findings. The statements contained in the preambles of this Ordinance are true and correct and adopted as findings of fact and operative provisions hereof. Section 2. Election Ordered; Polling Places. The Election shall be held in the Town between the hours of 7:00 a.m. and 7:00 p.m. on November 4, 2025 ("Election Day"). The Election is to be conducted by the Counties, as provided by Chapter 271, Texas Election Code (the "Code"), and the Election Contracts. On Election Day, voting for the Election shall occur during the hours stated above at the designated polling places as set forth in Exhibit A attached hereto, which exhibit is hereby made a part hereof for all intents and purposes. Exhibit A shall be modified to include additional or different Election Day polling places required to conform to the Election Contracts and the Code. Section 3. Early Voting. Early voting shall be administered by the Counties. Early voting by personal appearance shall begin on October 20, 2025 and conclude on October 31, 2025, and will be conducted at the Early Voting locations on the dates and at the times specified in Exhibit B attached hereto. The early voting polling places shall remain open during such hours for early voting by personal appearance for any registered voter of the Town at such voting place. Exhibit B shall be modified to include additional or different early voting polling places required to conform to the Election Contracts and the Code. Section 4. Election Officials. The appointment of the Presiding Election Judges, Alternate Judges, Early Voting Clerks, the Presiding Judge of the early ballot board and other election officials for the Election shall be made by the Elections Administrators in accordance with the Election Contracts and the Code. The Elections Administrators may employ other personnel necessary for the proper administration of the Election, including such part-time help as is necessary to prepare for the Election, to ensure the timely delivery of supplies during early voting and on Election Day, and for the efficient Page 170 Item 12. 2 tabulation of ballots at the central counting station. The Council hereby authorizes the Mayor, the Mayor Pro Tem, the Town Manager, the Deputy Town Manager, the Finance Director and the Town Secretary to execute or attest on behalf of the Town the Election Contracts with the Counties. Section 5. Voting by Mail. Applications for voting by mail for all residents of the Town shall be submitted as follows: (a) Applications for voting by mail for all residents of the Town residing in Collin County shall be submitted, prior to the applicable deadline prescribed by law, by (i) personal delivery to Collin County Elections Department, 2010 Redbud Blvd., Suite 102, McKinney, Texas 75069; (ii) mail to Collin County Early Voting Clerk, Elections Office, 2010 Redbud Blvd., Suite 102, McKinney, Texas 75069; (iii) by facsimile to (972) 547-1996; or (iv) by email to absenteemailballoting@collincountytx.gov. If submitted by facsimile or email, a hard copy of the application must be mailed to the foregoing address within four days of sending the facsimile or email. (b) Applications for voting by mail for all residents of the Town residing in Denton County shall be submitted, prior to the applicable deadline prescribed by law, by (i) personal delivery or contract carrier to Early Voting Clerk, Denton County Elections, 701 Kimberly Drive, Denton, Texas 76208; (ii) mail to Denton County Early Voting Clerk, P.O. Box 1720 , Denton, Texas 76202; (iii) by facsimile to (940) 349-3201; or (iv) by email to elections@dentoncounty.gov. If submitted by facsimile or email, a hard copy of the application must be mailed to the foregoing address within four days of sending the facsimile or email. Section 6. Early Voting Ballots. An Early Voting Ballot Board shall be created to process early voting results of the Election and the Presiding Judge of the Early Voting Ballot Board shall be designated by the Elections Administrators. The Presiding Judge of the Early Voting Ballot Board shall appoint two or more additional members to constitute the Early Voting Ballot Board members and, if needed, the Signature Verification Committee members required to efficiently process the early voting ballots. Section 7. Qualified Voters. All qualified electors of and residing in the Town, shall be entitled to vote at the Election. Section 8. Propositions. At the Election the following PROPOSITIONS shall be submitted in accordance with law: Town of Prosper, Texas Special Election Proposition A Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $92,800,000 for the purpose of designing, constructing, reconstructing, improving, extending, expanding, upgrading and developing streets, roads, sidewalks, thoroughfares and related improvements in the Town, including pedestrian right of ways, related drainage, utility relocation, signalization, landscaping, lighting, and signage, and the purchase of land, any necessary rights-of-way and other costs related to such street and road projects; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Page 171 Item 12. 3 Town of Prosper, Texas Special Election Proposition B Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $29,000,000 for the purpose of constructing, installing, acquiring and equipping additions, extensions, renovations and improvements to the police headquarters, with any surplus proceeds remaining after completion of such project to be used for the construction, acquisition, renovation and equipment of other public safety facilities in the Town; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Town of Prosper, Texas Special Election Proposition C Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $34,200,000 for the purpose of constructing and equipping a new library facility separate from Town Hall with any excess funds used to assist in the relocation of existing library from Town Hall; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Town of Prosper, Texas Special Election Proposition D Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $24,000,000 for the purpose of enhancing current Parks and Recreation offerings by designing, constructing, improving, equipping of parks, trails, bridges and sports fields and courts and other recreational facilities; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Town of Prosper, Texas Special Election Proposition E Shall the Town Council of the Town of Prosper, Texas, be authorized to issue and sell the bonds of said Town, in one or more series or issues, in the aggregate principal amount of $10,000,000 for the purpose of designing, constructing and equipping a permanent public works and parks service center at the current service center location; with said bonds to be issued in one or more series or issues, to mature, bear interest at such rate or rates, not to exceed the respective limits prescribed by law at the time of issuance, and to be sold at such price or prices, as the Town Council in its discretion shall determine; and shall there Page 172 Item 12. 4 be levied and pledged, assessed and collected annually ad valorem taxes on all taxable property in said Town in an amount sufficient, within the limits prescribed by law, to pay the annual interest on said bonds and provide a sinking fund to pay said bonds at maturity? Section 9. Ballots. The official ballots for the Election shall be prepared in accordance with the Code so as to permit the electors to vote "FOR" or "AGAINST" the aforesaid PROPOSITIONS, with the ballots to contain such provisions, markings and language as required by law, and with such PROPOSITIONS to be expressed substantially as follows: Town of Prosper, Texas Special Election Proposition A For ______ Against ______ ) ) ) ) ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $92,800,000 of bonds by the Town of Prosper, Texas, for the purpose of designing, constructing, reconstructing, improving, extending, expanding, upgrading and developing streets, roads, sidewalks, thoroughfares and related improvements in the Town, including pedestrian right of ways, related drainage, utility relocation, signalization, landscaping, lighting, and signage, and the purchase of land, any necessary rights-of-way and other costs related to such street and road projects, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Town of Prosper, Texas Special Election Proposition B For ______ Against ______ ) ) ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $29,000,000 of bonds by the Town of Prosper, Texas, for the purpose of constructing, installing, acquiring and equipping additions, extensions, renovations and improvements to the police headquarters, with any surplus proceeds remaining after completion of such project to be used for the construction, acquisition, renovation and equipment of other public safety facilities in the Town, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Town of Prosper, Texas Special Election Proposition C For ______ Against ______ ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $34,200,000 of bonds by the Town of Prosper, Texas, for the purpose of constructing and equipping a new library facility separate from Town Hall with any excess funds used to assist in the relocation of existing library from Town Hall, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Town of Prosper, Texas Special Election Proposition D For ______ Against ______ ) ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $24,000,000 of bonds by the Town of Prosper, Texas, for the purpose of enhancing current Parks and Recreation offerings by designing, constructing, improving, equipping of parks, trails, bridges and sports fields and courts and other recreational facilities, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Page 173 Item 12. 5 Town of Prosper, Texas Special Election Proposition E For ______ Against ______ ) ) ) ) ) THIS IS A PROPERTY TAX INCREASE; the issuance of $10,000,000 of bonds by the Town of Prosper, Texas, for the purpose of designing, constructing and equipping a permanent public works and parks service center at the current service center location, and the levy of taxes sufficient to pay the principal of and interest on the bonds. Section 10. Compliance with State and Federal Law. In all respects, the Election shall be conducted in accordance with the Code. Pursuant to the federal Help America Vote Act ("HAVA") and the Code, at each polling place there shall be at least one voting system that is equipped for disabled individuals, and each such voting system shall be a system that has been certified by the Texas Secretary of State as compliant with HAVA and the Code. The Town hereby finds that the voting system to be used by the Elections Administrators in administering the Election is such a system, and orders that such voting equipment or other equipment certified by the Texas Secretary of State shall be used by the Town in its elections. Section 11. Debt Obligations. The following information is provided in accordance with the provisions of Section 3.009(b) of the Code. (a) The proposition language that will appear on the ballot is set forth in Section 9 hereof. (b) The purpose for which the bonds are to be authorized is set forth in Section 8 hereof. (c) The principal amount of the debt obligations to be authorized is set forth in Sections 8 and 9 hereof. (d) If the bonds are approved by the voters, the Council will be authorized to levy annual ad valorem taxes, on all taxable property in the Town, sufficient, within the limits prescribed by law, to pay the principal of and interest on the bonds and the cost of any credit agreements executed in connection with the bonds. (e) Based upon the bond market conditions at the date of adoption of this Ordinance, the maximum interest rate for any series of the bonds is estimated to be 5.00%. Such estimate takes into account a number of factors, including the issuance schedule, maturity schedule and the expected bond ratings of the proposed bonds. Such estimated maximum interest rate is provided as a matter of information, but is not a limitation on the interest rate at which the bonds, or any series thereof, may be sold. (f) The bonds that are the subject of the Election shall mature serially or otherwise over a specified number of years (but not more than 40 years from their date), as prescribed by applicable Texas law, though the Town estimates that, based on current bond market conditions, such bonds will amortize over a 20-year period from their respective date of issue. (g) The aggregate amount of the outstanding principal of the Town's debt obligations which are secured by ad valorem taxes as of the date of this Ordinance is $236,755,000. (h) The aggregate amount of the outstanding interest of the Town's debt obligations which are secured by ad valorem taxes as of the date of this Ordinance is $85,618,791. (i) The ad valorem debt service tax rate for the Town as of the date of this Ordinance is $0.180392 per $100 of taxable assessed valuation. Page 174 Item 12. 6 (j) The website for the Town (as the authority conducting the Election) is https://www.prospertx.gov and the website for the Counties (as the entities administering the Election) are https://www.collincountytx.gov/Elections (Collin County) and https://www.votedenton.gov (Denton County). Section 12. Necessary Actions. The Mayor, the Town Secretary, the Town Manager, the Deputy Town Manager and the Finance Director, or their designees, in consultation with the Town’s Attorney and bond counsel are hereby authorized and directed to take any and all actions necessary to comply with the provisions of the Code and the Federal Voting Rights Act in carrying out and conducti ng the Election, whether or not expressly authorized herein. Section 13. Severability. If any provision, section, subsection, sentence, clause or phrase of this Ordinance, or the application of same to any person or set of circumstances is for any reason h eld to be unconstitutional, void, invalid, or unenforceable, neither the remaining portions of this Ordinance nor their application to other persons or sets of circumstances shall be affected thereby, it being the intent of the Town Council in adopting this Ordinance that no portion hereof or provision or regulation contained herein shall become inoperative or fail by reason of any unconstitutionality, voidness, invalidity or unenforceability of any other portion hereof, and all provisions of this Ordinance are declared to be severable for that purpose. Section 14. Effective Date. This Ordinance shall take effect immediately upon its passage and approval. --------------------------------- Page 175 Item 12. DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 12TH DAY OF AUGUST, 2025. ____________________________________ David F. Bristol, Mayor ATTEST: ____________________________________ Michelle Lewis Sirianni, Town Secretary APPROVED AS TO FORM AND LEGALITY: ____________________________________ Terrence S. Welch, Town Attorney (Town Seal) Ordinance Calling a Bond Election Page 176 Item 12. Exhibit A Election Day Polling Places and Hours November 4, 2025 7:00 am - 7:00 pm To be updated to conform to Election Contracts Page 177 Item 12. Exhibit B Early Voting Polling Locations, Dates and Hours To be updated to conform to Election Contracts Page 178 Item 12. Page 1 of 1 To: Mayor and Town Council From: Chris Landrum, Finance Director Through: Mario Canizares, Town Manager Bob Scott, Deputy Town Manager Re: Preliminary FY 2025-2026 Budget Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 4. Provide Excellent Municipal Services Agenda Item: Discuss and consider submission of the Preliminary Fiscal Year 2025-2026 Budget. (CL) Description of Agenda Item: In accordance with Town Charter, the referenced documentation completes the Town Manager’s submission of the Preliminary Budget and Budget Message for Fiscal Year 2025-2026. The FY 2025-2026 Preliminary Budget, including the Budget Message from the Town Manager, was submitted to the Town Council under separate cover. Town Staff Recommendation: Town staff has submitted the FY 2025-2026 Preliminary Budget and Budget Message under separate cover to the Town Council for review. FINANCE Page 179 Item 13. Page 1 of 2 To: Mayor and Town Council From: Chris Landrum, Finance Director Through: Mario Canizares, Town Manager Bob Scott, Deputy Town Manager Re: No-New-Revenue & Voter-Approval Tax Rates Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 4. Provide Excellent Municipal Services Agenda Item: Consider and act upon accepting submission of the tax year 2025, fiscal year 2025-2026, no-new- revenue tax rate of $0.482348 per $100 taxable value, voter-approval tax rate of $0.505000 per $100 taxable value, and preliminary property tax rate of $0.505000 per $100 taxable value. Description of Agenda Item: State law requires municipalities to submit to their governing boards and publish in a local newspaper a notice showing their no-new-revenue and voter-approval tax rates and the notice- and-hearing limit for the upcoming fiscal year. The no-new-revenue rate will produce the same amount of tax revenue if applied to the same properties in both years. The voter-approval rate is the highest tax rate the Town can set without holding an election to seek voter approval of the rate. All taxing units that levied property taxes in tax year 2024, fiscal year 2024-2025, and intend to levy them in tax year 2025, fiscal year 2025-2026, must calculate a no-new-revenue tax rate and a voter-approval tax rate. Although the actual calculation is more detailed, the Town’s no-new- revenue tax rate is generally equal to the prior year’s taxes divided by the current taxable value of properties that were also on the tax roll in the prior year. The no-new-revenue tax rate is intended to enable the public to evaluate the relationship between taxes for the current year and taxes that a proposed tax rate would produce if applied to the same properties taxed in both years. The voter-approval tax rate is split into two separate components: an operating and maintenance rate and a debt rate. The voter-approval rate calculation allows municipalities to raise 3.5 percent of the prior year’s operating and maintenance money, plus the necessary debt rate. State law also requires municipalities to publish the no-new-revenue tax rate and a voter-approval tax rate, and to hold one public hearing if the proposed tax rate exceeds the lower of the no-new- revenue or voter-approval tax rate. Because the Town’s preliminary tax rate of $0.505000 is higher FINANCE Page 180 Item 14. Page 2 of 2 than the no-new-revenue tax rate of $0.482348, the Town is required to hold one public hearing on the tax rate. Attached Documents: 1. 2025 Tax Rate Calculation Worksheet Town Staff Recommendation: Town Staff recommends that the Town Council accept the submission of the tax year 2025, fiscal year 2025-2026, no-new-revenue tax rate of $0.482348 per $100 taxable value, voter-approval tax rate of $0.505000 per $100 taxable value, and preliminary property tax rate of $0.505000 per $100 taxable value. Proposed Motion: I move to accept the submission of the tax year 2025 no-new-revenue tax rate of $0.482348 per $100 taxable value, voter-approval tax rate of $0.505000 per $100 taxable value, and preliminary property tax rate of $0.505000 per $100 taxable value. Page 181 Item 14. Form developed by: Texas Comptroller of Public Accounts, Property Tax Assistance Division For additional copies, visit: comptroller.texas.gov/taxes/property-tax 50-856 • 3-25/12 Form 50-856 ____________________________________________________________________________ ________________________________ ____________________________________________________________________________ ________________________________ 2025 Tax Rate Calculation Worksheet Taxing Units Other Than School Districts or Water Districts Taxing Unit Name Phone (area code and number) Taxing Unit’s Address, City, State, ZIP Code Taxing Unit’s Website Address GENERAL INFORMATION: Tax Code Section 26.04(c) requires an officer or employee designated by the governing body to calculate the no-new-revenue (NNR) tax rate and voter-approval tax rate for the taxing unit. These tax rates are expressed in dollars per $100 of taxable value calculated. The calculation process starts after the chief appraiser delivers to the taxing unit the certified appraisal roll and the estimated values of properties under protest. The designated officer or employee shall certify that the officer or employee has accurately calculated the tax rates and used values shown for the certified appraisal roll or certified estimate. The officer or employee submits the rates to the governing body by Aug. 7 or as soon thereafter as practicable. School districts do not use this form, but instead use Comptroller Form 50-859 Tax Rate Calculation Worksheet, School District without Chapter 313 Agreements or Comptroller Form 50-884 Tax Rate Calculation Worksheet, School District with Chapter 313 Agreements. Water districts as defined under Water Code Section 49.001(1) do not use this form, but instead use Comptroller Form 50-858 Water District Voter-Approval Tax Rate Worksheet for Low Tax Rate and Developing Districts or Comptroller Form 50-860 Developed Water District Voter-Approval Tax Rate Worksheet. The Comptroller’s office provides this worksheet to assist taxing units in determining tax rates. The information provided in this worksheet is offered as technical assistance and not legal advice. Taxing units should consult legal counsel for interpretations of law regarding tax rate preparation and adoption. SECTION 1: No-New-Revenue Tax Rate The NNR tax rate enables the public to evaluate the relationship between taxes for the prior year and for the current year based on a tax rate that would produce the same amount of taxes (no new taxes) if applied to the same properties that are taxed in both years. When appraisal values increase, the NNR tax rate should decrease. The NNR tax rate for a county is the sum of the NNR tax rates calculated for each type of tax the county levies. While uncommon, it is possible for a taxing unit to provide an exemption for only maintenance and operations taxes. In this case, the taxing unit will need to calculate the NNR tax rate separately for the maintenance and operations tax and the debt tax, then add the two components together. Line No-New-Revenue Tax Rate Worksheet Amount/Rate 1. Prior year total taxable value. Enter the amount of the prior year taxable value on the prior year tax roll today. Include any adjustments since last year’s certification; exclude Tax Code Section 25.25(d) one-fourth and one-third over-appraisal corrections from these adjustments. Exclude any property value subject to an appeal under Chapter 42 as of July 25 (will add undisputed value in Line 6). This total includes the taxable value of homesteads with tax ceilings (will deduct in Line 2) and the captured value for tax increment financing (adjustment is made by deducting TIF taxes, as reflected in Line 17).1 $ _____________ 2. Prior year tax ceilings. Counties, cities and junior college districts. Enter the prior year total taxable value of homesteads with tax ceilings. These include the homesteads of homeowners age 65 or older or disabled. Other taxing units enter 0. If your taxing unit adopted the tax ceiling provision last year or a prior year for homeowners age 65 or older or disabled, use this step.2 $ _____________ 3. Preliminary prior year adjusted taxable value. Subtract Line 2 from Line 1. $ _____________ 4. Prior year total adopted tax rate. $ /$100 __________ 5. Prior year taxable value lost because court appeals of ARB decisions reduced the prior year’s appraised value. ....................................................................... $ _____________ ................................................ -$ _____________ $ _____________ 6. Prior year taxable value subject to an appeal under Chapter 42, as of July 25. ....................................................................... $ _____________ ............................................................................ -$ _____________ $ _____________ 7. Prior year Chapter 42 related adjusted values. Add Line 5C and Line 6C. $ _____________ 1 Tex. Tax Code §26.012(14) 2 Tex. Tax Code §26.012(14) 3 Tex. Tax Code §26.012(13) 4 Tex. Tax Code §26.012(13) N/A A. Original prior year ARB values: N/A B. Prior year values resulting from final court decisions: N/A C. Prior year value loss. Subtract B from A.3 N/A A. Prior year ARB certified value: N/A B. Prior year disputed value: N/A C. Prior year undisputed value. Subtract B from A. 4 N/A N/A N/A N/A N/A N/A Town of Prosper 972-346-2640 250 W. First Street, Prosper, TX 75078 www.prospertx.gov 10,308,950,425 868,551,225 9,440,399,200 0.505000 367,562,767 353,046,749 14,516,018 147,024,191 18,335,602 128,688,589 143,204,607 Page 182 Item 14. 2025 Tax Rate Calculation Worksheet – Taxing Units Other Than School Districts or Water Districts Form 50-856 For additional copies, visit: comptroller.texas.gov/taxes/property-tax Page 2 Line No-New-Revenue Tax Rate Worksheet Amount/Rate 8. Prior year taxable value, adjusted for actual and potential court-ordered adjustments. Add Line 3 and Line 7. $ _____________ 9. Prior year taxable value of property in territory the taxing unit deannexed after Jan. 1, 2024. Enter the prior year value of property in 5deannexed territory. $ _____________ 10. Prior year taxable value lost because property first qualified for an exemption in the current year. If the taxing unit increased an original exemption, use the difference between the original exempted amount and the increased exempted amount. Do not include value lost due to freeport, goods-in-transit, temporary disaster exemptions. Note that lowering the amount or percentage of an existing exemption in the current year does not create a new exemption or reduce taxable value. _____________ _____________ $ _____________ 11. Prior year taxable value lost because property first qualified for agricultural appraisal (1-d or 1-d-1), timber appraisal, recreational/ scenic appraisal or public access airport special appraisal in the current year. Use only properties that qualified for the first time in the current year; do not use properties that qualified in the prior year. _____________ _____________ $ _____________ 12. Total adjustments for lost value. Add Lines 9, 10C and 11C. $ _____________ 13.Prior year captured value of property in a TIF. Enter the total value of the prior year captured appraised value of property taxable by a taxing unit in a tax increment financing zone for which the prior year taxes were deposited into the tax increment fund. 8 If the taxing unit has no captured appraised value in line 18D, enter 0. $ _____________ 14. Prior year total value. Subtract Line 12 and Line 13 from Line 8. $ _____________ 15. Adjusted prior year total levy. Multiply Line 4 by Line 14 and divide by $100. $ _____________ 16. Taxes refunded for years preceding the prior tax year. Enter the amount of taxes refunded by the taxing unit for tax years preceding the prior tax year. Types of refunds include court decisions, Tax Code Section 25.25(b) and (c) corrections and Tax Code Section 31.11 payment errors. Do not include refunds for the prior tax year. This line applies only to tax years preceding the prior tax year. 9 $ _____________ 17. Adjusted prior year levy with refunds and TIF adjustment. Add Lines 15 and 16. 10 $ _____________ 18.Total current year taxable value on the current year certified appraisal roll today. This value includes only certified values or certified estimate of values and includes the total taxable value of homesteads with tax ceilings (will deduct in Line 20). These homesteads include homeowners age 65 or older or disabled. 11 _____________ _____________ _____________ .................... -$ _____________ $ _____________ 5 Tex. Tax Code §26.012(15) 6 Tex. Tax Code §26.012(15) 7 Tex. Tax Code §26.012(15) 8 Tex. Tax Code §26.03(c) 9 Tex. Tax Code §26.012(13) 10 Tex. Tax Code §26.012(13) 11 Tex. Tax Code §26.012, 26.04(c-2) 12 Tex. Tax Code §26.03(c) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A A. Certified values:...................................................................................... $ N/A B. Counties: Include railroad rolling stock values certified by the Comptroller’s office: ....................... + $ N/A C. Pollution control and energy storage system exemption: Deduct the value of property exempted for the current tax year for the first time as pollution control or energy storage system property: ........... -$ N/A D. Tax increment financing: Deduct the current year captured appraised value of property taxable by a taxing unit in a tax increment financing zone for which the current year taxes will be deposited into the tax increment fund. Do not include any new property value that will be included in Line 23 below. 12 N/A E. Total current year value. Add A and B, then subtract C and D. N/A A. Prior year market value:.............................................................................. $ N/A B. Current year productivity or special appraised value: ................................................ -$ N/A C. Value loss. Subtract B from A. 7 N/A A. Absolute exemptions. Use prior year market value: .................................................... $ N/A B. Partial exemptions. Current year exemption amount or current year percentage exemption times prior year value: ................................................................................. + $ N/A C. Value loss. Add A and B. 6 9,583,603,807 0 8,330,481 56,850,276 65,180,757 0 0 0 65,180,757 271,482,181 9,246,940,869 46,697,051 433,892 47,130,943 11,051,272,709 0 276,578,864 10,774,693,845 Page 183 Item 14. 2025 Tax Rate Calculation Worksheet – Taxing Units Other Than School Districts or Water Districts Form 50-856 For additional copies, visit: Page 3 comptroller.texas.gov/taxes/property-tax Line No-New-Revenue Tax Rate Worksheet Amount/Rate 19. Total value of properties under protest or not included on certified appraisal roll. 13 A. Current year taxable value of properties under protest. The chief appraiser certifies a list of properties still under ARB protest. The list shows the appraisal district’s value and the taxpayer’s claimed value, if any, or an estimate of the value if the taxpayer wins. For each of the properties under protest, use the lowest of these values. Enter the total value under protest. 14 .................................................... $ _____________ B. Current year value of properties not under protest or included on certified appraisal roll. The chief appraiser gives taxing units a list of those taxable properties that the chief appraiser knows about but are not included in the appraisal roll certification. These properties also are not on the list of properties that are still under protest. On this list of properties, the chief appraiser includes the market value, appraised value and exemptions for the preceding year and a reasonable estimate of the market value, appraised value and exemptions for the current year. Use the lower market, appraised or taxable value (as appropriate). Enter the total value of property not on the certified roll. 15 .............................. + $ _____________ C. Total value under protest or not certified. Add A and B. $ _____________ 20. Current year tax ceilings. Counties, cities and junior colleges enter current year total taxable value of homesteads with tax ceilings. These include the homesteads of homeowners age 65 or older or disabled. Other taxing units enter 0. If your taxing unit adopted the tax ceiling provision in the prior year or a previous year for homeowners age 65 or older or disabled, use this step.16 $ _____________ 21. Current year total taxable value. Add Lines 18E and 19C. Subtract Line 20. 17 $ _____________ 22. Total current year taxable value of properties in territory annexed after Jan. 1, of the prior year. Include both real and personal property. Enter the current year value of property in territory annexed. 18 $ _____________ 23. Total current year taxable value of new improvements and new personal property located in new improvements. New means the item was not on the appraisal roll in the prior year. An improvement is a building, structure, fixture or fence erected on or affixed to land. New additions to existing improvements may be included if the appraised value can be determined. New personal property in a new improvement must have been brought into the taxing unit after Jan. 1, of the prior year and be located in a new improvement. New improvements do include property on which a tax abatement agreement has expired for the current year. 19 $ _____________ 24. Total adjustments to the current year taxable value. Add Lines 22 and 23. $ _____________ 25. Adjusted current year taxable value. Subtract Line 24 from Line 21. $ _____________ 26. Current year NNR tax rate. Divide Line 17 by Line 25 and multiply by $100. 20 $ $ __________/$100 27. COUNTIES ONLY. Add together the NNR tax rates for each type of tax the county levies. The total is the current year county NNR tax rate. 21 __________/$100 SECTION 2: Voter -Approval Tax Rate The voter-approval tax rate is the highest tax rate that a taxing unit may adopt without holding an election to seek voter approval of the rate. The voter-approval tax rate is split into two separate rates: 1. Maintenance and Operations (M&O) Tax Rate: The M&O portion is the tax rate that is needed to raise the same amount of taxes that the taxing unit levied in the prior year plus the applicable percentage allowed by law. This rate accounts for such things as salaries, utilities and day-to-day operations. 2. Debt Rate: The debt rate includes the debt service necessary to pay the taxing unit’s debt payments in the coming year. This rate accounts for principal and interest on bonds and other debt secured by property tax revenue. The voter-approval tax rate for a county is the sum of the voter-approval tax rates calculated for each type of tax the county levies. In most cases the voter-approval tax rate exceeds the no-new-revenue tax rate, but occasionally decreases in a taxing unit’s debt service will cause the NNR tax rate to be higher than the voter-approval tax rate. Line Voter-Approval Tax Rate Worksheet Amount/Rate 28. Prior year M&O tax rate. Enter the prior year M&O tax rate. $ /$100 __________ 29. Prior year taxable value, adjusted for actual and potential court-ordered adjustments. Enter the amount in Line 8 of the No-New-Revenue Tax Rate Worksheet. $ _____________ 13 Tex. Tax Code §26.01(c) and (d) 14 Tex. Tax Code §26.01(c) 15 Tex. Tax Code §26.01(d) 16 Tex. Tax Code §26.012(6)(B) 17 Tex. Tax Code §26.012(6) 18 Tex. Tax Code §26.012(17) 19 Tex. Tax Code §26.012(17) 20 Tex. Tax Code §26.04(c) 21 Tex. Tax Code §26.04(d) N/A N/A N/A N/A N/A N/A 807,105,754 0 807,105,754 1,051,886,556 10,529,913,043 0 758,780,238 758,780,238 9,771,132,805 0.482348 0.324608 9,583,603,807 Page 184 Item 14. 2025 Tax Rate Calculation Worksheet – Taxing Units Other Than School Districts or Water Districts Form 50-856 For additional copies, visit: comptroller.texas.gov/taxes/property-tax Page 4 Line Voter-Approval Tax Rate Worksheet Amount/Rate 30. Total prior year M&O levy. Multiply Line 28 by Line 29 and divide by $100. $ _____________ 31. Adjusted prior year levy for calculating NNR M&O rate. A. M&O taxes refunded for years preceding the prior tax year. Enter the amount of M&O taxes refunded in the preceding year for taxes before that year. Types of refunds include court decisions, Tax Code Section 25.25(b) and (c) corrections and Tax Code Section 31.11 payment errors. Do not include refunds for tax year 2024. This line applies only to tax years preceding the prior tax year............ +$ –$ +/-$ $ _____________ . ...................................................................................... _____________ .................................................................... _____________ .................................................... _____________ $ _____________ 32. Adjusted current year taxable value. Enter the amount in Line 25 of the No-New-Revenue Tax Rate Worksheet. $ _____________ 33. Current year NNR M&O rate (unadjusted). Divide Line 31E by Line 32 and multiply by $100. $ /$100 __________ 34. Rate adjustment for state criminal justice mandate. 23 $ –$ $ $ –$ $ _____________ ................_____________ . ........................................... __________/$100 N/A $ /$100 __________ 35. Rate adjustment for indigent health care expenditures. 24 .................................................................................._____________ .................................................................................. _____________ C. Subtract B from A and divide by Line 32 and multiply by $100. ........................................... __________/$100 D. Enter the rate calculated in C. If not applicable, enter 0. $ __________/$100 22 [Reserved for expansion] 23 Tex. Tax Code §26.044 24 Tex. Tax Code §26.0441 N/A N/A B. Prior year taxes in TIF. Enter the amount of taxes paid into the tax increment fund for a reinvestment zone as agreed by the taxing unit. If the taxing unit has no current year captured appraised value in Line 18D, enter 0 N/A C. Prior year transferred function. If discontinuing all of a department, function or activity and transferring it to another taxing unit by written contract, enter the amount spent by the taxing unit discontinuing the function in the 12 months preceding the month of this calculation. If the taxing unit did not operate this function for this 12-month period, use the amount spent in the last full fiscal year in which the taxing unit operated the function. The taxing unit discontinuing the function will subtract this amount in D below. The taxing unit receiving the function will add this amount in D below. Other taxing units enter 0. N/A D. Prior year M&O levy adjustments. Subtract B from A. For taxing unit with C, subtract if discontinuing function and add if receiving function. N/A E. Add Line 30 to 31D. N/A N/A N/A N/A N/A N/A N/A N/A N/A A. Current year state criminal justice mandate. Enter the amount spent by a county in the previous 12 months providing for the maintenance and operation cost of keeping inmates in county-paid facilities after they have been sentenced. Do not include any state reimbursement received by the county for the same purpose. N/A B. Prior year state criminal justice mandate. Enter the amount spent by a county in the 12 months prior to the previous 12 months providing for the maintenance and operation cost of keeping inmates in county-paid facilities after they have been sentenced. Do not include any state reimbursement received by the county for the same purpose. Enter zero if this is the first time the mandate applies. N/A C. Subtract B from A and divide by Line 32 and multiply by $100 N/A D. Enter the rate calculated in C. If not applicable, enter 0. N/A A. Current year indigent health care expenditures. Enter the amount paid by a taxing unit providing for the maintenance and operation cost of providing indigent health care for the period beginning on July 1, of the prior tax year and ending on June 30, of the current tax year, less any state assistance received for the same purpose. N/A B. Prior year indigent health care expenditures. Enter the amount paid by a taxing unit providing for the maintenance and operation cost of providing indigent health care for the period beginning on July 1, 2023 and ending on June 30, 2024, less any state assistance received for the same purpose. N/A N/A N/A N/A N/A N/A 31,109,144 282,780 987,586 0 -704,806 30,404,338 9,771,132,805 0.311164 0 0 0.000000 0.000000 0 0 0.000000 0.000000 Page 185 Item 14. 2025 Tax Rate Calculation Worksheet – Taxing Units Other Than School Districts or Water Districts Form 50-856 For additional copies, visit: comptroller.texas.gov/taxes/property-tax Page 5 Line Voter-Approval Tax Rate Worksheet Amount/Rate 36. Rate adjustment for county indigent defense compensation. 25 $ _____________ . .........................$ _____________ __________/$100 __________/$100 N/A $ __________/$100 37. Rate adjustment for county hospital expenditures. 26 $ _____________ .............................................................................. $ _____________ __________/$100 N/A __________/$100 N/A $ /$100 __________ 38.Rate adjustment for defunding municipality. This adjustment only applies to a municipality that is considered to be a defunding municipality for the current tax year under Chapter 109, Local Government Code. Chapter 109, Local Government Code only applies to municipalities with a population of more than 250,000 and includes a written determination by the Office of the Governor. See Tax Code Section 26.0444 for more information. ...................... $ _____________ ........................................................ $ _____________ __________/$100 N/A $ /$100 __________ 39. Adjusted current year NNR M&O rate. Add Lines 33, 34D, 35D, 36E, and 37E. Subtract Line 38D. $ /$100 __________ 40. Adjustment for prior year sales tax specifically to reduce property taxes. Cities, counties and hospital districts that collected and spent additional sales tax on M&O expenses in the prior year should complete this line. These entities will deduct the sales tax gain rate for the current year in Section 3. Other taxing units, enter zero. ...................................................................................... $ _____________ __________/$100 N/A $ /$100 __________ 41. Current year voter-approval M&O rate. Enter the rate as calculated by the appropriate scenario below. Special Taxing Unit. If the taxing unit qualifies as a special taxing unit, multiply Line 40C by 1.08. - or - Other Taxing Unit. If the taxing unit does not qualify as a special taxing unit, multiply Line 40C by 1.035. $ __________/$100 25 Tex. Tax Code §26.0442 26 Tex. Tax Code §26.0443 N/A A. Current year indigent defense compensation expenditures. Enter the amount paid by a county to provide appointed counsel for indigent individuals and fund the operations of a public defender’s office under Article 26.044, Code of Criminal Procedure for the period beginning on July 1, of the prior tax year and ending on June 30,of the current tax year, less any state grants received by the county for the same purpose. ......... N/A B. Prior year indigent defense compensation expenditures. Enter the amount paid by a county to provide appointed counsel for indigent individuals and fund the operations of a public defender’s office under Article 26.044, Code of Criminal Procedure for the period beginning on July 1, 2023 and ending on June 30, 2024, less any state grants received by the county for the same purpose N/A C. Subtract B from A and divide by Line 32 and multiply by $100. ........................................... $ N/A D. Multiply B by 0.05 and divide by Line 32 and multiply by $100............................................ $ N/A E. Enter the lesser of C and D. If not applicable, enter 0. N/A A. Current year eligible county hospital expenditures. Enter the amount paid by the county or municipality to maintain and operate an eligible county hospital for the period beginning on July 1, of the prior tax year and ending on June 30, of the current tax year. .............................................................. N/A B. Prior year eligible county hospital expenditures. Enter the amount paid by the county or municipality to maintain and operate an eligible county hospital for the period beginning on July 1, 2023 and ending on June 30, 2024. N/A C. Subtract B from A and divide by Line 32 and multiply by $100. ........................................... $ N/A D. Multiply B by 0.08 and divide by Line 32 and multiply by $100............................................ $ N/A E. Enter the lesser of C and D, if applicable. If not applicable, enter 0. N/A A. Enter the amount of additional sales tax collected and spent on M&O expenses in the prior year, if any. Counties must exclude any amount that was spent for economic development grants from the amount of sales tax spent N/A A. Amount appropriated for public safety in the prior year. Enter the amount of money appropriated for public safety in the budget adopted by the municipality for the preceding fiscal year N/A B. Expenditures for public safety in the prior year. Enter the amount of money spent by the municipality for public safety during the preceding fiscal year N/A C. Subtract B from A and divide by Line 32 and multiply by $100 ........................................... $ N/A D. Enter the rate calculated in C. If not applicable, enter 0. N/A B. Divide Line 40A by Line 32 and multiply by $100 ........................................................ $ N/A C. Add Line 40B to Line 39. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0 0 0.000000 0.000000 0.000000 0 0 0.000000 0.000000 0.000000 0 0 0.000000 0.000000 0.311164 0 0.000000 0.311164 0.322054 Page 186 Item 14. 2025 Tax Rate Calculation Worksheet – Taxing Units Other Than School Districts or Water Districts Form 50-856 For additional copies, visit: comptroller.texas.gov/taxes/property-tax Page 6 Line Voter-Approval Tax Rate Worksheet Amount/Rate D41. Disaster Line 41 (D41): Current year voter-approval M&O rate for taxing unit affected by disaster declaration. If the taxing unit is located in an area declared a disaster area and at least one person is granted an exemption under Tax Code Section 11.35 for property located in the taxing unit, the governing body may direct the person calculating the voter-approval tax rate to calculate in the manner provided for a special taxing unit. The taxing unit shall continue to calculate the voter-approval tax rate in this manner until the earlier of: 1) the first y ear in which total taxable value on the certified appraisal roll exceeds the total taxable value of the tax year in which the disaster occurred; or 2) the third tax year after the tax year in which the disaster occurred. If the taxing unit qualifies under this scenario, multiply Line 40C by 1.08. 27 If the taxing unit does not qualify, do not complete Disaster Line 41 (Line D41). $ /$100 __________ 42. Total current year debt to be paid with property taxes and additional sales tax revenue. Debt means the interest and principal that will be paid on debts that: (1) are paid by property taxes; (2) are secured by property taxes; (3) are scheduled for payment over a period longer than one year; and (4) are not classified in the taxing unit’s budget as M&O expenses. Enter debt amount .................................................................................... $ _____________ _____________ _____________ _____________ $ _____________ 43. Certified prior year excess debt collections. Enter the amount certified by the collector. 29 $ _____________ 44. Adjusted current year debt. Subtract Line 43 from Line 42E. $ _____________ 45. Current year anticipated collection rate. A. Enter the current year anticipated collection rate certified by the collector. 30 .............................. ____________% N/A ............................................................... ____________% N/A ................................................................... ____________% N/A . ................................................................... ____________% N/A ____________% 46. Current year debt adjusted for collections. Divide Line 44 by Line 45E. $ _____________ 47. Current year total taxable value. Enter the amount on Line 21 of the No-New-Revenue Tax Rate Worksheet. $ _____________ 48. Current year debt rate. Divide Line 46 by Line 47 and multiply by $100. $ /$100 __________ 49. Current year voter-approval M&O rate plus current year debt rate. Add Lines 41 and 48. $ /$100 __________ D49. Disaster Line 49 (D49): Current year voter-approval tax rate for taxing unit affected by disaster declaration. Complete this line if the taxing unit calculated the voter-approval tax rate in the manner provided for a special taxing unit on Line D41. Add Line D41 and 48. $ __________/$100 27 Tex. Tax Code §26.042(a) 28 Tex. Tax Code §26.012(7) 29 Tex. Tax Code §26.012(10) and 26.04(b) 30 Tex. Tax Code §26.04(b) 31 Tex. Tax Code §§26.04(h), (h-1) and (h-2) N/A B. Subtract unencumbered fund amount used to reduce total debt. ...................................... –$ N/A C. Subtract certified amount spent from sales tax to reduce debt (enter zero if none) .................... –$ N/A D. Subtract amount paid from other resources ............................................................ –$ N/A E. Adjusted debt. Subtract B, C and D from A. N/A A. Debt also includes contractual payments to other taxing units that have incurred debts on behalf of this taxing unit, if those debts meet the four conditions above. Include only amounts that will be paid from property tax revenue. Do not include appraisal district budget payments. If the governing body of a taxing unit authorized or agreed to authorize a bond, warrant, certificate of obligation, or other evidence of indebtedness on or after Sept. 1, 2021, verify if it meets the amended definition of debt before including it here. 28 N/A N/A N/A N/A N/A N/A B. Enter the prior year actual collection rate. N/A C. Enter the 2023 actual collection rate. N/A E. If the anticipated collection rate in A is lower than actual collection rates in B, C and D, enter the lowest collection rate from B, C and D. If the anticipated rate in A is higher than at least one of the rates in the prior three years, enter the rate from A. Note that the rate can be greater than 100%. 31 N/A D. Enter the 2022 actual collection rate 0.000000 19,695,302 0 0 0 19,695,302 431,155 19,264,147 100.00 99.10 103.70 103.75 100.00 19,264,147 10,529,913,043 0.182946 0.505000 0.000000 Page 187 Item 14. 2025 Tax Rate Calculation Worksheet – Taxing Units Other Than School Districts or Water Districts Form 50-856 For additional copies, visit: comptroller.texas.gov/taxes/property-tax Page 7 Line Voter-Approval Tax Rate Worksheet Amount/Rate 50.COUNTIES ONLY. Add together the voter-approval tax rates for each type of tax the county levies. The total is the current year county voter-approval tax rate. $ __________/$100 SECTION 3: NNR Tax Rate and Voter -Approval Tax Rate Adjustments for Additional Sales Tax to Reduce Property Taxes Cities, counties and hospital districts may levy a sales tax specifically to reduce property taxes. Local voters by election must approve imposing or abolishing the additional sales tax. If approved, the taxing unit must reduce its NNR and voter-approval tax rates to offset the expected sales tax revenue. This section should only be completed by a county, city or hospital district that is required to adjust its NNR tax rate and/or voter-approval tax rate because it adopted the additional sales tax. Line Additional Sales and Use Tax Worksheet Amount/Rate 51. Taxable Sales. For taxing units that adopted the sales tax in November of the prior tax year or May of the current tax year, enter the Comptroller’s estimate of taxable sales for the previous four quarters. 32 Estimates of taxable sales may be obtained through the Comptroller’s Allocation Historical Summary webpage. Taxing units that adopted the sales tax before November of the prior year, enter 0. $ _____________ 52.Estimated sales tax revenue. Counties exclude any amount that is or will be spent for economic development grants from the amount of estimated sales tax revenue. 33 Taxing units that adopted the sales tax in November of the prior tax year or in May of the current tax year. Multiply the amount on Line 51 by the sales tax rate (.01, .005 or .0025, as applicable) and multiply the result by .95. 34 - or - Taxing units that adopted the sales tax before November of the prior year. Enter the sales tax revenue for the previous four quarters. Do not multiply by .95. $ _____________ 53. Current year total taxable value. Enter the amount from Line 21 of the No-New-Revenue Tax Rate Worksheet. $ _____________ 54. Sales tax adjustment rate. Divide Line 52 by Line 53 and multiply by $100. $ /$100 __________ 55. Current year NNR tax rate, unadjusted for sales tax.35 Enter the rate from Line 26 or 27, as applicable, on the No-New-Revenue Tax Rate Worksheet. $ /$100 __________ 56. Current year NNR tax rate, adjusted for sales tax. Taxing units that adopted the sales tax in November the prior tax year or in May of the current tax year. Subtract Line 54 from Line 55. Skip to Line 57 if you adopted the additional sales tax before November of the prior tax year. $ /$100 __________ 57. Current year voter-approval tax rate, unadjusted for sales tax.36 Enter the rate from Line 49, Line D49 (disaster) or Line 50 (counties) as applicable, of the Voter-Approval Tax Rate Worksheet. $ /$100 __________ 58. Current year voter-approval tax rate, adjusted for sales tax. Subtract Line 54 from Line 57. $ __________/$100 SECTION 4: Voter -Approval Tax Rate Adjustment for Pollution Control A taxing unit may raise its rate for M&O funds used to pay for a facility, device or method for the control of air, water or land pollution. This includes any land, structure, building, installation, excavation, machinery, equipment or device that is used, constructed, acquired or installed wholly or partly to meet or exceed pollution control requirements. The taxing unit’s expenses are those necessary to meet the requirements of a permit issued by the Texas Commission on Environmental Quality (TCEQ). The taxing unit must provide the tax assessor with a copy of the TCEQ letter of determination that states the portion of the cost of the installation for pollution control. This section should only be completed by a taxing unit that uses M&O funds to pay for a facility, device or method for the control of air, water or land pollution. Line Voter-Approval Rate Adjustment for Pollution Control Requirements Worksheet Amount/Rate 59. Certified expenses from the Texas Commission on Environmental Quality (TCEQ). Enter the amount certified in the determination letter from TCEQ. 37 The taxing unit shall provide its tax assessor-collector with a copy of the letter. 38 $ _____________ 60. Current year total taxable value. Enter the amount from Line 21 of the No-New-Revenue Tax Rate Worksheet. $ _____________ 61. Additional rate for pollution control. Divide Line 59 by Line 60 and multiply by $100. $ __________/$100 32 Tex. Tax Code §26.041(d) 33 Tex. Tax Code §26.041(i) 34 Tex. Tax Code §26.041(d) 35 Tex. Tax Code §26.04(c) 36 Tex. Tax Code §26.04(c) 37 Tex. Tax Code §26.045(d) 38 Tex. Tax Code §26.045(i) 0.000000 0 0 10,529,913,043 0.000000 0.482348 0.482348 0.505000 0.505000 0 10,529,913,043 0.000000 Page 188 Item 14. 2025 Tax Rate Calculation Worksheet – Taxing Units Other Than School Districts or Water Districts Form 50-856 For additional copies, visit: comptroller.texas.gov/taxes/property-tax Page 8 Line Voter-Approval Rate Adjustment for Pollution Control Requirements Worksheet Amount/Rate 62. Current year voter-approval tax rate, adjusted for pollution control. Add Line 61 to one of the following lines (as applicable): Line 49, Line D49 (disaster), Line 50 (counties) or Line 58 (taxing units with the additional sales tax). $ __________/$100 SECTION 5: Voter -Approval Tax Rate Adjustment for Unused Increment Rate The unused increment rate is the rate equal to the sum of the prior 3 years Foregone Revenue Amounts divided by the current taxable value. 39 The Foregone Revenue Amount for each year is equal to that year’s adopted tax rate subtracted from that year’s voter-approval tax rate adjusted to remove the unused increment rate multiplied by that year’s current total value. 40 The difference between the adopted tax rate and adjusted voter-approval tax rate is considered zero in the following scenarios: • a tax year in which a taxing unit affected by a disaster declaration calculates the tax rate under Tax Code Section 26.042; 41 • a tax year in which the municipality is a defunding municipality, as defined by Tax Code Section 26.0501(a); 42 or • after Jan. 1, 2022, a tax year in which the comptroller determines that the county implemented a budget reduction or reallocation described by Local Government Code Section 120.002(a) without the required voter approval. 43 This section should only be completed by a taxing unit that does not meet the definition of a special taxing unit. 44 Line Unused Increment Rate Worksheet Amount/Rate 63. Year 3 Foregone Revenue Amount. Subtract the 2024 unused increment rate and 2024 actual tax rate from the 2024 voter-approval tax rate. Multiply the result by the 2024 current total value A. Voter-approval tax rate (Line 68) ..................................................................................................... ) ..................................................................................................... ................................................................................................................... .................................................................................................................. ................................................................................................................... .................................................................................................... ............................................... $ /$100 __________ $ /$100 __________ $ /$100 __________ $ /$100 __________ $ /$100 __________ $ _____________ $ _____________ 64. Year 2 Foregone Revenue Amount. Subtract the 2023 unused increment rate and 2023 actual tax rate from the 2023 voter-approval tax rate. Multiply the result by the 2023 current total value A. Voter-approval tax rate (Line 67) ..................................................................................................... ..................................................................................................... ................................................................................................................... ................................................................................................................... ................................................................................................................... .................................................................................................... . ............................................... $ /$100 __________ $ /$100 __________ $ /$100 __________ $ /$100 __________ $ /$100 __________ $ _____________ $ _____________ 65. Year 1 Foregone Revenue Amount. Subtract the 2022 unused increment rate and 2022 actual tax rate from the 2022 voter-approval tax rate. Multiply the result by the 2022 current total value A. Voter-approval tax rate (Line 67) ..................................................................................................... ..................................................................................................... ................................................................................................................... ................................................................................................................... .................................................................................................................. ................................................................................................... ............................................... $ /$100 __________ $ /$100 __________ $ /$100 __________ $ /$100 __________ $ /$100 __________ $ _____________ $ _____________ 66. Total Foregone Revenue Amount. Add Lines 63G, 64G and 65G $ /$100 __________ 67. 2025 Unused Increment Rate. Divide Line 66 by Line 21 of the No-New-Revenue Rate Worksheet. Multiply the result by 100 $ /$100 __________ 68. Total 2025 voter-approval tax rate, including the unused increment rate. Add Line 67 to one of the following lines (as applicable): Line 49, Line 50 (counties), Line 58 (taxing units with additional sales tax) or Line 62 (taxing units with pollution) $ __________/$100 39 Tex. Tax Code §26.013(b) 40 Tex. Tax Code §26.013(a)(1-a), (1-b), and (2) 41 Tex. Tax Code §§26.04(c)(2)(A) and 26.042(a) 42 Tex. Tax Code §§26.0501(a) and (c) 43 Tex. Local Gov’t Code §120.007(d) 44 Tex. Local Gov’t Code §26.04(c)(2)(B) N/A B. Unused increment rate (Line 67 N/A C. Subtract B from A N/A E. Subtract D from C N/A D. Adopted Tax Rate . N/A F. 2024 Total Taxable Value (Line 60) N/A G. Multiply E by F and divide the results by $100. If the number is less than zero, enter zero. N/A B. Unused increment rate (Line 66) N/A C. Subtract B from A N/A E. Subtract D from C N/A D. Adopted Tax Rate N/A F. 2023 Total Taxable Value (Line 60) N/A G. Multiply E by F and divide the results by $100. If the number is less than zero, enter zero N/A B. Unused increment rate (Line 66) N/A C. Subtract B from A N/A E. Subtract D from C . N/A D. Adopted Tax Rate N/A F. 2022 Total Taxable Value (Line 60) . N/A G. Multiply E by F and divide the results by $100. If the number is less than zero, enter zero. 0.505000 0.522075 0.017075 0.505000 0.505000 0.000000 9,365,511,347 0 0.510000 0.017336 0.492664 0.510000 -0.017336 8,140,263,860 0 0.527336 0.043161 0.484175 0.510000 -0.025825 6,621,990,520 0 0 0.000000 0.505000 Page 189 Item 14. 2025 Tax Rate Calculation Worksheet – Taxing Units Other Than School Districts or Water Districts Form 50-856 For additional copies, visit: comptroller.texas.gov/taxes/property-tax Page 9 SECTION 6: De Minimis Rate The de minimis rate is the rate equal to the sum of the no-new-revenue maintenance and operations rate, the rate that will raise $500,000, and the current debt rate for a taxing unit. 45 This section should only be completed by a taxing unit that is a municipality of less than 30,000 or a taxing unit that does not meet the definition of a special taxing unit. 46 Line De Minimis Rate Worksheet Amount/Rate 69. Adjusted current year NNR M&O tax rate. Enter the rate from Line 39 of the Voter-Approval Tax Rate Worksheet. $ /$100 __________ 70. Current year total taxable value. Enter the amount on Line 21 of the No-New-Revenue Tax Rate Worksheet. $ _____________ 71. Rate necessary to impose $500,000 in taxes. Divide $500,000 by Line 70 and multiply by $100. $ /$100 __________ 72. Current year debt rate. Enter the rate from Line 48 of the Voter-Approval Tax Rate Worksheet. $ /$100 __________ 73. De minimis rate. Add Lines 69, 71 and 72. $ /$100 __________ SECTION 7: Voter -Approval Tax Rate Adjustment for Emergency Revenue Rate In the tax year after the end of the disaster calculation time period detailed in Tax Code Section 26.042(a), a taxing unit that calculated its voter-approval tax rate in the manner provided for a special taxing unit due to a disaster must calculate its emergency revenue rate and reduce its voter-approval tax rate for that year.47 Similarly, if a taxing unit adopted a tax rate that exceeded its voter-approval tax rate, calculated normally, without holding an election to respond to a disaster, as allowed by Tax Code Section 26.042(d), in the prior year, it must also reduce its voter-approval tax rate for the current tax year. 48 This section will apply to a taxing unit other than a special taxing unit that: • directed the designated officer or employee to calculate the voter-approval tax rate of the taxing unit in the manner provided for a special taxing unit in the prior year; and • the current year is the first tax year in which the total taxable value of property taxable by the taxing unit as shown on the appraisal roll for the taxing unit submitted by the assessor for the taxing unit to the governing body exceeds the total taxable value of property taxable by the taxing unit on January 1 of the tax year in which the disaster occurred or the disaster occurred four years ago.This section will apply to a taxing unit in a disaster area that adopted a tax rate greater than its voter-approval tax rate without holding an election in the prior year. Note: This section does not apply if a taxing unit is continuing to calculate its voter-approval tax rate in the manner provided for a special taxing unit because it is still within the disaster calculation time period detailed in Tax Code Section 26.042(a) because it has not met the conditions in Tax Code Section 26.042(a)(1) or (2). Line Emergency Revenue Rate Worksheet Amount/Rate 74. 2024 adopted tax rate. Enter the rate in Line 4 of the No-New-Revenue Tax Rate Worksheet. $ /$100 __________ 75. Adjusted 2024 voter-approval tax rate. Use the taxing unit’s Tax Rate Calculation Worksheets from the prior year(s) to complete this line. 49 If a disaster occurred in 2024 and the taxing unit calculated its 2024 voter-approval tax rate using a multiplier of 1.08 on Disaster Line 41 (D41) of the 2024 worksheet due to a disaster, complete the applicable sections or lines of Form 50-856-a, Adjusted Voter-Approval Tax Rate for Taxing Units in Disaster Area Calculation Worksheet. - or - If a disaster occurred prior to 2024 for which the taxing unit continued to calculate its voter-approval tax rate using a multiplier of 1.08 on Disaster Line 41 (D41) in 2024, complete form 50-856-a, Adjusted Voter-Approval Tax Rate for Taxing Units in Disaster Area Calculation Worksheet to recalculate the voter-approval tax rate the taxing unit would have calculated in 2024 if it had generated revenue based on an adopted tax rate using a multiplier of 1.035 in the years following the disaster. 50 Enter the final adjusted 2024 voter-approval tax rate from the worksheet. - or - If the taxing unit adopted a tax rate above the 2024 voter-approval tax rate without calculating a disaster tax rate or holding an election due to a disaster, no recalculation is necessary. Enter the voter-approval tax rate from the prior year’s worksheet. $ /$100 __________ 76. Increase in 2024 tax rate due to disaster. Subtract Line 75 from Line 74. $ /$100 __________ 77. Adjusted 2024 taxable value. Enter the amount in Line 14 of the No-New-Revenue Tax Rate Worksheet. $ _____________ 78. Emergency revenue. Multiply Line 76 by Line 77 and divide by $100. $ _____________ 79. Adjusted 2024 taxable value. Enter the amount in Line 25 of the No-New-Revenue Tax Rate Worksheet. $ _____________ 80. Emergency revenue rate. Divide Line 78 by Line 79 and multiply by $100. 50 $ /$100 __________ 45 Tex. Tax Code §26.012(8-a) 46 Tex. Tax Code §26.063(a)(1) 47 Tex. Tax Code §26.042(b) 48 Tex. Tax Code §26.042(f ) 49 Tex. Tax Code §26.042(c) 50 Tex. Tax Code §26.042(b) 0.311164 10,529,913,043 0.004748 0.182946 0.000000 0.505000 0.000000 0.000000 9,246,940,869 0 9,771,132,805 0.000000 Page 190 Item 14. 2025 Tax Rate Calculation Worksheet – Taxing Units Other Than School Districts or Water Districts Form 50-856 For additional copies, visit: comptroller.texas.gov/taxes/property-tax Page 10 ____________________________________________________________ Line Emergency Revenue Rate Worksheet Amount/Rate 81. Current year voter-approval tax rate, adjusted for emergency revenue. Subtract Line 80 from one of the following lines (as applicable): Line 49, Line D49 (disaster), Line 50 (counties), Line 58 (taxing units with the additional sales tax), Line 62 (taxing units with pollution control) or Line 68 (taxing units with the unused increment rate). $ __________/$100 SECTION 8: Total Tax Rate Indicate the applicable total tax rates as calculated above. No-new-revenue tax rate. ................................................................................................................ As applicable, enter the current year NNR tax rate from: Line 26, Line 27 (counties), or Line 56 (adjusted for sales tax). Indicate the line number used: ______ Voter-approval tax rate ................................................................................................................... As applicable, enter the current year voter-approval tax rate from: Line 49, Line D49 (disaster), Line 50 (counties), Line 58 (adjusted for sales tax), Line 62 (adjusted for pollution control), Line 68 (adjusted for unused increment), or Line 81 (adjusted for emergency revenue). Indicate the line number used: ______ De minimis rate. .......................................................................................................................... If applicable, enter the current year de minimis rate from Line 73. $ __________/$100 $ __________/$100 $ __________/$100 SECTION 9: Taxing Unit Representative Name and Signature Enter the name of the person preparing the tax rate as authorized by the governing body of the taxing unit. By signing below, you certify that you are the designated officer or employee of the taxing unit and have accurately calculated the tax rates using values that are the same as the values shown in the taxing unit’s certified appraisal roll or certified estimate of taxable value, in accordance with requirements in the Tax Code. 51 Printed Name of Taxing Unit Representative ____________________________________________________________ ________________________________________ Taxing Unit Representative Date 51 Tex. Tax Code §§26.04(c-2) and (d-2) 0.505000 0.482348 26 0.505000 49 0.000000 Jayna Dean 8/06/2025 Page 191 Item 14. Page 1 of 1 To: Mayor and Town Council From: Chris Landrum, Finance Director Through: Mario Canizares, Town Manager Bob Scott, Deputy Town Manager Re: Consider and act upon a proposed FY 2025-2026 property tax rate Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 4. Provide Excellent Municipal Services Agenda Item: Consider and act upon a proposed FY 2025-2026 property tax rate. (CL) Description of Agenda Item: This agenda item is to set the proposed tax rate to publish for consideration. According to Section 26.05(d) of the Property Tax Code, the Town is required to hold one public hearing and publish a newspaper ad if proposing to consider a tax rate that exceeds the no-new-revenue rate or voter- approval rate, whichever is lower. The rate the Town finally adopts can be lower than the proposed and published rate, but it cannot exceed it without undergoing the required posting requirements and timeframes. This item requires a record vote. Budget Impact: Cost to publish the notice is budgeted, if required. Town Staff Recommendation: Town Staff recommend that the Town Council propose a rate of $0.505 per $100 in valuation. If making your motion according to staff’s recommendation, please use the following: Proposed Motion: I move to place a proposal to adopt a FY 2025-2026 tax rate of fifty and a half cents ($0.505) per one hundred dollars ($100) of valuation on the September 9, 2025, Town Council Agenda. FINANCE Page 192 Item 15. Page 1 of 1 To: Mayor and Town Council From: Chris Landrum, Finance Director Through: Mario Canizares, Town Manager Bob Scott, Deputy Town Manager Re: Scheduling a Public Hearing on the FY 2025-2026 Proposed Budget Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 4. Provide Excellent Municipal Services Agenda Item: Consider and act upon scheduling a Public Hearing on the FY 2025-2026 Proposed Budget. (CL) Description of Agenda Item: Chapter 102 of the Texas Local Government Code requires the Town to hold a public hearing on the proposed budget and publish the notice for this meeting in addition to the notice required under Truth in Taxation guidelines. September 9 is a regular meeting date of the Town Council. This date meets the Public Hearing requirements of the Local Government Code. Given the timelines for publishing in the Prosper Press, staff will be submitting the notice of the public hearings on the proposed budget to print in the August 29 Frisco Enterprise. Budget Impact: Funding to cover the cost to publish the notice is budgeted in the Town Secretary’s office. Legal Notices 11011010-56750. Town Staff Recommendation: Town Staff recommend that the Town Council schedule a Public Hearing on the FY 2025-2026 Proposed Budget for September 9, 2025. Proposed Motion: I move to schedule a Public Hearing on the FY 2025-2026 Proposed Budget for September 9, 2025, at 6:15 p.m., with the meeting taking place in the Council Chambers of Prosper Town Hall, located at 250 W First St, Prosper, TX. FINANCE Page 193 Item 16. TOWN OF PROSPER NOTICE OF PUBLIC HEARING Notice is hereby given that the Prosper Town Council will conduct one Public Hearing on the proposed Fiscal Year 2025-2026 Town of Prosper Annual Budget. The Public Hearing will be held at a Regular Meeting on Tuesday, September 9, 2025, at 6:15 p.m. in the Council Chambers of Prosper Town Hall, 250 W. First Street, Prosper, Texas. This budget will raise more total property taxes than last year's budget by $5,715,955, or 12.04%, and of that amount, $3,831,840 is tax revenue to be raised from new property added to the tax roll this year. Anyone wishing to speak either FOR or AGAINST the proposed Fiscal Year 2025- 2026 Annual Budget is invited to attend the Public Hearing and voice his/her opinion. For further information, contact the Finance Director, Town of Prosper, 250 W. First Street, Prosper, Texas, or by telephoning 972-569-1009. /s/ Michelle Lewis Sirianni, Town Secretary (To be published in the Frisco Enterprise on Friday, August 29, 2025) Page 194 Item 16. Page 1 of 2 To: Mayor and Town Council From: Chris Landrum, Finance Director Through: Mario Canizares, Town Manager Bob Scott, Deputy Town Manager Re: Scheduling a Public Hearing on the proposed Fiscal Year 2025-2026 Tax Rate Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 4. Provide Excellent Municipal Services Agenda Item: Consider and act upon scheduling a Public Hearing on the proposed Fiscal Year 2025-2026 tax rate. Description of Agenda Item: Section 26.05(d) of the Texas Property Tax Code requires taxing entities to hold one public hearing and publish newspaper ads before adopting a tax rate that exceeds the lower of the voter-approval tax rate ($0.505000) or the no-new-revenue tax rate ($0.482348). The Town is proposing a tax rate of $0.505000 per $100 of valuation. Section 26.06(d) of the Texas Property Tax Code states the governing body may vote on the proposed tax rate at the public hearing. If the governing body does not vote on the proposed tax rate at the public hearing, the governing body shall announce at the public hearing the date, time, and place of the meeting at which it will vote on the proposed tax rate. Section 26.06(e) of the Texas Property Tax Code states that a meeting to vote on the tax increase may not be held later than the seventh day after the date of the public hearing. Due to this limitation, we are requesting to hold the public hearing and vote on the tax rate on September 9, which is a regular meeting date of the Town Council. A hearing on this date satisfies tax co de requirements. Budget Impact: There is no budgetary impact affiliated with this item. Town Staff Recommendation: Town Staff recommend that the Town Council schedule a public hearing on the proposed tax rate for September 9, 2025. FINANCE Page 195 Item 17. Page 2 of 2 Proposed Motion: I move to set the Public Hearing on the proposed tax rate for September 9, 2025, at 6:15 p.m., with the meeting taking place in the Council Chambers of Prosper Town Hall, located at 250 W. First St, Prosper, TX. Page 196 Item 17. Page 1 of 2 To: Mayor and Town Council From: Dan Heischman, P.E., Assistant Director of Engineering Services Through: Mario Canizares, Town Manager Chuck Ewings, Assistant Town Manager Hulon T. Webb, Jr., P.E., Director of Engineering Services Re: Public Hearing – Impact Fee Update Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 4. Provide Excellent Municipal Services Agenda Item: Conduct a Public Hearing to receive public comments concerning the amendment of the land use assumptions and capital improvements plan, and the imposition of an impact fee for water, wastewater, and roadway utilities. Description of Agenda Item: On February 28, 2017, the Town Council adopted an ordinance updating the Town's land use assumptions (LUA), capital improvement plan (CIP), and water, wastewater and roadway impact fees. Section 395 of the Texas Local Government Code (TxLGC) requires any political subdivision imposing an impact fee to update the land use assumptions and the capital improvement plan at least every five years. The TxLGC also sets forth a number of requirements regarding the adoption of the LUA, CIP, and impact fees. The CIP must be based on a set of adopted LUA, which include a description of the service area and projections of changes in land use densities, intensities and population in the service area over at least a ten-year period. The four basic components of the LUA include a description of the existing conditions, service area determination, ten-year growth projections, and ultimate growth projections at build-out. Once the LUA has been completed, the CIP is then prepared by a registered professional engineer in accordance with Section 395.014 of the TxLGC and includes:  an assessment of existing capital facilities;  total capacity and current levels of usage;  a description of each type facility and associated costs for improvements necessitated by and attributable to new development based on the LUA;  determination of a service unit and consumption, discharge, or use of facility by service unit;  total number of projected service units based on the LUA;  the projected demand for capital improvement over the next ten years; ENGINEERING SERVICES Page 197 Item 18. Page 2 of 2  an equivalency table establishing the ratio of a service unit to various types of land uses; and  a plan for awarding a credit per one of the options listed in Section 395.014 of the TxLGC. Once the LUA and CIP are complete, a registered professional engineer must perform an impact fee analysis in accordance to Section 395 of the TxLGC and determine a maximum impact fee per service unit. On February 14, 2023, the Town Council approved a professional services agreement between the Town of Prosper and Freese & Nichols, Inc. regarding the update of the Town's Water, Wastewater and Roadway Impact Fees. Section 395 of the TxLGC requires the Town Council to appoint a Capital Improvements Advisory Committee (CIAC) to serve in an advisory capacity to the Council. On March 12, 2024, the Town Council appointed the following members to the CIAC: 1. Glen Blanscet (Planning & Zoning Commission) 2. Josh Carson (Planning & Zoning Commission) 3. Brandon Daniel (Planning & Zoning Commission) 4. Matt Furay (Planning & Zoning Commission) 5. John Hamilton (Planning & Zoning Commission) 6. Sekou Harris (Planning & Zoning Commission) 7. Damon Jackson (Planning & Zoning Commission) 8. Tanner Andregg (ETJ Representative) Freese & Nichols, Inc. has completed an update to the Town's LUA and CIP, has performed an impact fee analysis, and has determined the maximum impact fee per service unit for water, wastewater, and roadways. The impact fee study performed by Freese & Nichols, Inc. is attached. The CIAC has reviewed the LUA, CIP, and impact fees for water, wastewater, and roadways and provided a recommendation which is also attached. Budget Impact: The amount of impact fees assessed and collected directly impacts the amount of funds the Town is able to use to offset the cost of capital improvements. Legal Obligations and Review: The impact fee update process has been performed in accordance with Section 395 of the TxLGC. Attached Documents: 1. Impact Fee Study performed by Freese & Nichols, Inc. 2. CIAC Recommendation Letter 3. Impact Fee Update PowerPoint presentation by Freese & Nichols, Inc. Town Staff Recommendation: Town staff recommends that the Town Council hold a public hearing to receive public comment concerning the amendment of the LUA and CIP, and the imposition of an impact fee for water, wastewater and roadway utilities. Town staff also recommends that the Town Council provide direction to Town staff regarding the amount of the impact fee per service unit for water, wastewater, and roadways. In the next 30 days, Town staff recommends that the Town Council approve an amendment to the Town’s impact fee ordinance, including the updated LUA and CIP. Page 198 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Water, Wastewater, and Roadway Impact Fee Report July 2025 Prepared for: Town of Prosper Prepared by: FREESE AND NICHOLS, INC. 12770 Merit Drive, Suite 900 Dallas, Texas 75251 214-217-2200 FNI Project Number: PRP23229 Page 199 Item 18. Water, Wastewater, and Roadway Impact Fee Report Prepared for: Town of Prosper Prepared by: FREESE AND NICHOLS, INC. 12770 Merit Drive, Suite 900 Dallas, Texas 75251 214-217-2200 FNI Project Number: PRP23229 DRAFT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF MELISSA BRUNGER, P.E., TEXAS NO. 106372 ON 7/31/2025. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F- 2144 DRAFT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF CULLEN CARLSON, P.E., TEXAS NO. 111316 ON 7/31/2025. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F- 2144 DRAFT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF SANDIP FALDU, P.E., TEXAS NO. 104961 ON 7/31/2025. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F- 2144 Page 200 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper i TABLE OF CONTENTS Executive Summary ........................................................................................................................ ES-1 Maximum Allowable Water Impact Fee ................................................................................ ES-1 Maximum Allowable Wastewater Impact Fee ...................................................................... ES-2 Maximum Allowable Roadway Impact Fee ........................................................................... ES-2 1.0 BACKGROUND ..................................................................................................................... 1-1 2.0 LAND USE ASSUMPTIONS................................................................................................ 2-1 2.1 Service Area ............................................................................................................... 2-1 2.2 Historical Population ................................................................................................. 2-1 2.3 Projected Population ................................................................................................. 2-2 2.4 Projected Non-Residential ......................................................................................... 2-5 3.0 WATER AND WASTEWATER ANALYSIS ..................................................................... 3-1 3.1 Existing Water and Wastewater Systems .................................................................. 3-1 3.2 Water and Wastewater Model Update and Calibration ........................................... 3-2 3.2.1 Water Model ...................................................................................................... 3-2 3.2.2 Wastewater Model............................................................................................. 3-3 3.3 Water and Wastewater Load Projections ................................................................. 3-3 3.4 Design Criteria ........................................................................................................... 3-7 3.4.1 Water Design Criteria ......................................................................................... 3-7 3.4.2 Wastewater Design Criteria ............................................................................. 3-11 3.5 Water and Wastewater Model Analyses ................................................................. 3-12 3.5.1 Water System Evaluation ................................................................................. 3-12 3.5.2 Wastewater System Evaluation ....................................................................... 3-16 3.6 Water and Wastewater System Improvements ...................................................... 3-16 3.7 Water and Wastewater Impact Fee Analysis .......................................................... 3-22 3.7.1 Eligible CIP Costs............................................................................................... 3-22 3.7.2 Service Units ..................................................................................................... 3-27 3.7.3 Maximum Impact Fee Calculations .................................................................. 3-29 4.0 ROADWAY IMPACT FEE ANALYSIS .............................................................................. 4-1 4.1 Methodology ............................................................................................................. 4-1 4.2 Roadway Impact Fee Calculation Inputs ................................................................... 4-2 4.2.1 Land Use Assumptions ....................................................................................... 4-2 4.2.2 Capital Improvements Plan ................................................................................ 4-3 Page 201 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ii 4.2.3 Service Area ........................................................................................................ 4-7 4.2.4 Service Units ....................................................................................................... 4-7 4.2.5 Cost Per Service Unit .......................................................................................... 4-9 4.2.6 Cost of the CIP .................................................................................................... 4-9 4.2.7 Service Unit Calculation ................................................................................... 4-13 4.3 Impact Fee Calculation ............................................................................................ 4-18 4.3.1 Maximum Assessable Roadway Impact Fee Per Service Unit .......................... 4-18 4.3.2 Awarding the Roadway Impact Fee Credit ....................................................... 4-20 4.3.3 Roadway Impact Fee Equivalency Table .......................................................... 4-22 4.4 Conclusion ............................................................................................................... 4-28 Page 202 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper iii LIST OF TABLES Table 1-1 Abbreviations ........................................................................................................... 1-2 Table 2-1 Historical Population ................................................................................................ 2-2 Table 2-2 Projected Water Service Population ........................................................................ 2-3 Table 2-3 Projected Wastewater Service Population .............................................................. 2-3 Table 2-4 Developed Non-Residential Acreage ....................................................................... 2-5 Table 3-1 Historical Water Demands ....................................................................................... 3-5 Table 3-2 Water Demand Projections Design Criteria ............................................................. 3-5 Table 3-3 Water Demand Projections ..................................................................................... 3-5 Table 3-4 Historical Wastewater Flow ..................................................................................... 3-7 Table 3-5 Wastewater Flow Projections .................................................................................. 3-7 Table 3-6 Water System CIP Summary .................................................................................. 3-18 Table 3-7 Wastewater System CIP Summary ......................................................................... 3-20 Table 3-8 Water System Impact Fee Eligible Project Summary ............................................ 3-23 Table 3-9 Wastewater System Impact Fee Eligible Project Summary ................................... 3-24 Table 3-10 Service Unit Equivalencies ..................................................................................... 3-28 Table 3-11 Water Service Units ............................................................................................... 3-28 Table 3-12 Wastewater Service Units ..................................................................................... 3-29 Table 3-13 Impact Fee by Meter Size ...................................................................................... 3-31 Table 4-1 Land Use Assumptions for Roadway Impact Fees ................................................... 4-3 Table 4-2 10-Year Capital Improvements Plan for Roadway Impact Fees – Service Area 1 ... 4-4 Table 4-3 10-Year Capital Improvements Plan for Roadway Impact Fees – Service Area 2 ... 4-5 Table 4-4 Service Capacity for Proposed Facility Types ........................................................... 4-8 Table 4-5 Service Capacity for Existing Facility Types .............................................................. 4-8 Table 4-6 10-Year Capital Improvements Plan for Roadway Impact Fees with Conceptual Level Cost Projections – Service Area 1 .............................................................................................. 4-12 Table 4-7 10-Year Capital Improvements Plan for Roadway Impact Fees With Conceptual Level Cost Opinions – Service Area 2 ......................................................................................... 4-13 Table 4-8 Service Unit Equivalency Calculations ................................................................... 4-16 Table 4-9 Vehicle-Mile Trip Generation ................................................................................. 4-17 Table 4-10 Maximum Assessable Roadway Impact Fee .......................................................... 4-21 Table 4-11 Land Use / Vehicle-Mile Equivalency Table ........................................................... 4-23 Table 4-12 Maximum Assessable Fee Per Service Unit by Service Area .................................. 4-28 Page 203 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper iv LIST OF FIGURES Figure 2-1 Population by Planning Area ................................................................................ 2-4 Figure 2-2 Non-Residential Acreage by Planning Area ......................................................... 2-6 Figure 3-1 Recommended Ground Storage Capacity............................................................ 3-9 Figure 3-2 UPP Recommended Firm Pumping Capacity ....................................................... 3-9 Figure 3-3 LPP Recommended Firm Pumping Capacity ...................................................... 3-10 Figure 3-4 UPP Recommended Elevated Storage Capacity ................................................ 3-10 Figure 3-5 LPP Recommended Elevated Storage Capacity ................................................. 3-11 Figure 3-6 Modeled 24-Hour Maximum Day Diurnal Curve ............................................... 3-12 Figure 3-7 2033 Maximum Day UPP Modeled Pumping and Tank Levels .......................... 3-14 Figure 3-8 2033 Maximum Day LPP Modeled Pumping and Tank Levels ........................... 3-14 Figure 3-9 Buildout Maximum Day UPP Modeled Pumping and Tank Levels .................... 3-15 Figure 3-10 Buildout Maximum Day LPP Modeled Pumping and Tank Levels ..................... 3-15 Figure 3-11 Buildout Water System Capital Improvement Projects ..................................... 3-19 Figure 3-12 Buildout Wastewater System Capital Improvement Projects ........................... 3-21 Figure 3-13 Water System Impact Fee Capital Improvement Projects................................. 3-25 Figure 3-14 Wastewater System Impact Fee Capital Improvement Projects ....................... 3-26 Figure 4-1 CIP for Roadway Impact Fees .............................................................................. 4-6 LIST OF APPENDICES Appendix A Water System Model Calibration Data Appendix B Wastewater System Flow Monitoring and Model Validation Data Appendix C Water Demand and Wastewater Flow Projections Appendix D Water System Project Cost Estimates Appendix E Wastewater System Project Cost Estimates Appendix F Roadway Project Cost Estimates Appendix G CIP Service Units of Supply Appendix H Existing Roadway Facilities Inventory Appendix I Impact Fee Ordinance Page 204 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ES-1 EXECUTIVE SUMMARY The purpose of this report is to present the methodology used in the development and calculation of water, wastewater, and roadway impact fees for the Town of Prosper. The methodology used herein satisfies the requirements of the Texas Local Government Code Chapter 395 for the establishment of impact fees. Texas Local Government Code Chapter 395 requires an impact fee analysis before impact fees are set. Chapter 395 requires that land use assumptions and capital improvements plans be updated at least every five years, and the Town of Prosper last performed an impact fee analysis in 2017. Maximum Allowable Water Impact Fee The cost of water capital improvements to serve development projected to occur between 2023 and 2033 is $102,611,265. A 4.0% interest rate was used to calculate financing costs. The increase in the number of service units due to growth over the next ten years is projected as 11,454 service units. The maximum allowable water impact fee with the credit is $5,969 per service unit. The maximum allowable water impact fee calculation is summarized as follows: Water Impact Fee: Impact Fee Eligible Capital Improvements Costs $102,611,265 Financing Costs $34,131,730 Total Eligible Costs $136,742,995 Growth in Service Units 11,454 Maximum Water Impact Fee = Total Eligible Costs/Growth in Service Units = $136,742,995/11,454 = $11,938 per Service Unit Maximum Allowable Water Impact Fee = Maximum Impact Fee – Credit (50%) = $11,938 - $5,969 = $5,969 per Service Unit Page 205 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ES-2 Maximum Allowable Wastewater Impact Fee The cost of wastewater system capital improvements to serve development projected to occur between 2023 and 2033 is $144,769,681. A 4.0% interest rate was used to calculate financing costs. The increase in the number of service units due to growth over the next ten years is projected as 11,454 service units. The maximum allowable wastewater impact fee with the credit is $8,421 per service unit. The maximum allowable wastewater impact fee calculation is summarized as follows: Wastewater Impact Fee: Impact Fee Eligible Capital Improvements Costs $144,769,681 Financing Costs $48,154,943 Total Eligible Costs $192,924,624 Growth in Service Units 11,454 Maximum Wastewater Impact Fee = Total Eligible Costs/Growth in Service Units = $192,924,624/11,454 = $16,843 per Service Unit Maximum Allowable Wastewater Impact Fee = Maximum Impact Fee – Credit (50%) = $16,843 - $8,421 = $8,421 per Service Unit Maximum Allowable Roadway Impact Fee Systemwide, the total cost of roadway capital improvements to serve future development projected to occur between 2023 and 2033 is $357,185,239. The Town has historically not collected the maximum allowable impact fee. By the requirements of Chapter 395, collecting the maximum fee would require a specific finance study. In the alternative, the Town must credit the cost of the CIP by 50%. Systemwide, the cost attributable to ten-year growth is $279,277,171. The increase in the number of service units due to growth over the next ten-year period is 117,302 vehicle-miles. With the 50% credit to the CIP, the maximum allowable roadway impact fee is $1,347 in Service Area 1 and $1,397 in Service Area 2. The maximum allowable roadway impact fee calculation for each service area is summarized as follows: Page 206 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ES-3 Service Area 1: West of Railroad Tracks Impact Fee Eligible Capital Improvement Cost $183,483,058 Financing Costs $29,833,044 Total Eligible Cost $213,316,102 Growth in Service Units (veh-mi) 79,146 Maximum Roadway Impact Fee = Cost Attributable to New Dev./Growth in Serv Units = $213,316,102/ 79,146 = $2,694 per Service Unit Maximum Allowable Roadway Impact Fee = Maximum Impact Fee – Credit (50%) = $2,694 - ($2,694 x 0.50) = $1,347 per Service Unit Service Area 2: East of Railroad Tracks Impact Fee Eligible Capital Improvement Cost $95,794,114 Financing Costs $10,850,857 Cost of CIP and Financing Attributable to New Development $106,644,971 Growth in Service Units (veh-mi) 38,157 Maximum Roadway Impact Fee = Cost Attributable to New Dev./Growth in Serv Units = $106,644,971 / 38,157 = $2,794 per Service Unit Maximum Allowable Roadway Impact Fee = Maximum Impact Fee – Credit (50%) = $2,794 – ($2,794 x 0.50) = $1,397 per Service Unit Page 207 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 1-1 1.0 BACKGROUND Chapter 395 of the Texas Local Government Code requires an impact fee analysis before impact fees can be created and assessed. Chapter 395 defines an impact fee as “a charge or assessment imposed by a political subdivision against new development in order to generate revenue for funding or recouping the costs of capital improvements or facility expansions necessitated by and attributable to the new development.” Chapter 395 identifies the following items as impact fee eligible costs: • Construction contract price • Surveying and engineering fees • Land acquisition costs • Fees paid to the consultant preparing or updating the capital improvements plan (CIP) • Projected interest charges and other finance costs for projects identified in the CIP Chapter 395 also identifies items that impact fees cannot be used to pay for, such as: • Construction, acquisition, or expansion of public facilities or assets other than those identified on the capital improvements plan • Repair, operation, or maintenance of existing or new capital improvements • Upgrading, updating, expanding, or replacing existing capital improvements to serve existing development in order to meet stricter safety, efficiency, environmental, or regulatory standards • Upgrading, updating, expanding, or replacing existing capital improvements to provide better service to existing development • Administrative and operating costs of the political subdivision • Principal payments and interest or other finance charges on bonds or other indebtedness, except as allowed above In February 2023, the Town of Prosper authorized Freese and Nichols, Inc. (FNI) to perform an impact fee analysis on the Town’s water and wastewater systems as well as a roadway system impact fee analysis. The purpose of this report is to present the methodology used in the development and calculation of water, wastewater, and roadway impact fees for the Town of Prosper. The methodology used herein Page 208 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 1-2 satisfies the requirements of the Texas Local Government Code Chapter 395 for the establishment of water, wastewater, and roadway impact fees. Table 1-1 provides a list of abbreviations used in this report. Table 1-1 Abbreviations Abbreviation Full Nomenclature ADS ADS Environmental Services, Inc. CIP Capital Improvements Plan CIAC Capital Improvements Advisory Committee EPS Extended Period Simulation EST Elevated Storage Tank ETJ Extra-territorial Jurisdiction GIS Geographic Information System gpad Gallons Per Acre per Day gpcd Gallons Per Capita Per Day gpm gallons per minute IFCIP Impact Fee Capital Improvements Plan I/I Inflow and Infiltration ITE Institute of Transportation Engineers FNI Freese and Nichols, Inc. LPP Lower Pressure Plane MGD Million Gallons per Day MTP Master Thoroughfare Plan NAICS North American Industrial Classification System NHTS National Household Travel Survey NCTCOG North Central Texas Council of Governments NTMWD North Texas Municipal Water District PRV Pressure Reducing Valve psi Pounds per square inch SCADA Supervisory Control and Data Acquisition SUE Service Unit Equivalency TCEQ Texas Commission on Environmental Quality UPP Upper Pressure Plane UTRWD Upper Trinity Regional Water District veh-mi Vehicle-mile WWTP Wastewater Treatment Plant Page 209 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 2-1 2.0 LAND USE ASSUMPTIONS Population and land use are important elements in the analysis of water, wastewater, and roadway systems. Water demands and wastewater flows depend on the residential population and commercial development served by the systems and determines the sizing and location of system infrastructure. Employment and population projections for residential and commercial developments are required to size roadway facilities by the number of dwelling units and employees. Land use assumptions for the purpose of roadway impact fees can be found in Section 4.2.1. A thorough analysis of historical and projected populations, along with land use, provides the basis for projecting future water demands and wastewater flows. 2.1 Service Area The service area for Town of Prosper’s water and wastewater systems is defined as the Town limits and the existing extra-territorial jurisdiction (ETJ). The current boundary of the service area encompasses the entire Town limits, with the exception of Artesia. Artesia is projected to be served water by Prosper in the buildout period, but not convey wastewater flow to the Town, as the Artesia development has its own line to the Upper Trinity Regional Water District (UTRWD) Doe Branch interceptor. Growth within the Town is concentrated in the area within the Town limits and west of the BNSF railroad. Figures 2-1 and 2-2 illustrate the water and wastewater service area. For the purpose of calculating roadway impact fees, the Town of Prosper was divided into two service areas with the BNSF railroad being the divider. Figure 4-1 illustrates the two roadway service areas. 2.2 Historical Population Table 2-1 presents the historical populations for the Town of Prosper from 2012 through 2022, based on estimates from the North Central Texas Council of Governments (NCTCOG) and the US Census. The data indicated an annual average growth rate of 11.3% over the last 10 years. Page 210 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 2-2 Table 2-1 Historical Population Year Population(1) Population Growth Growth Rate 2012 12,190 - - 2013 13,380 1,190 9.8% 2014 14,710 1330 9.9% 2015 15,970 1260 8.6% 2016 17,790 1820 11.4% 2017 20,160 2,370 13.3% 2018 22,650 2,490 12.4% 2019 25,630 2,980 13.2% 2020 30,165 4,535 17.7% 2021 31,090 925 3.1% 2022 35,410 4,320 13.9% Average - - 11.3% (1)Historical population is based on NCTCOG and Census data. 2.3 Projected Population FNI developed population projections and non-residential growth projections as part of the Town’s 2022 Comprehensive Plan Update. This data was provided for use in the impact fee update in the form of GIS shapefiles. This data consisted of planning areas, small areas of land with a designated land use, with their projected population and non-residential acreage for each planning period. A large portion of the projected growth is expected to take place in the area west of the BNSF railroad. Significant residential growth alongside substantial non-residential development is forecasted in this area in the next five to ten years. The area east of the BNSF railroad within the Town limits will continue to experience steady population growth as it is currently not completely built out. Table 2-2 and Table 2-3 present the population projections for the Town of Prosper water and wastewater service areas, respectively. The roadway and water service area cover the same area and align with the Town limits. Since a portion of the population is currently served by septic systems, the wastewater population served is smaller than the water service area population in 2023, 2028, and 2033. The northeast portion of the Town is not projected to experience significant growth in the next ten years. As a result, there is a CIP project in that area after 2033 to convert the existing septic system population to the Prosper wastewater system. The Artesia development is anticipated to join the Town’s water service area in the buildout period but continues to manage its own wastewater conveyance through buildout. Figure 2-1 shows the population projections by planning area. Page 211 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 2-3 Table 2-2 Projected Water Service Population Year Population Average Annual Population Growth Average Annual Growth Rate 2023 38,843 - - 2028 53,393 2,910 7% 2033 64,437 2,209 4% Buildout 82,175 - - (1) Artesia is currently a water customer of Upper Trinity Regional Water District. The buildout population includes an additional population of 5,364 to account for Artesia converting to Prosper’s water system. Table 2-3 Projected Wastewater Service Population Year Population(1) Average Annual Population Growth Average Annual Growth Rate 2023 36,572 - - 2028 51,215 2,929 7% 2033 62,259 2,209 4% Buildout 76,811 - (1) Wastewater population is less than water population within 10-year period due to septic users. Wastewater population is less than water population in buildout period due to Artesia not requiring wastewater service from Prosper. Page 212 Item 18. DENTON CO.COLLIN CO.COLLIN CO.DENTON CO.28 71 4,382 4,382 4,382 4,382 72 2,479 2,480 2,480 2,518 73 1,915 1,926 2,441 2,441 78 925 927 927 1,025 47 0 0 0 0 82 819 826 826 1,190 1 15 15 15 15 89 1,454 1,786 2,381 2,932 49 2,858 3,286 3,286 3,286 57 0 0 0 0 60 2,170 3,027 3,027 3,027 76 1,486 1,489 1,489 1,489 64 0 0 0 0 46 0 0 0 0 16 593 3,607 4,058 4,539 35 0 0 0 0 62 1,345 1,400 1,400 1,539 31 0 0 0 0 11 3,571 3,630 3,630 3,630 88 3 980 1,348 1,632 69 0 0 0 0 87 799 802 802 925 3 9 452 905 1,344 56 2,394 2,394 2,394 2,394 52 0 603 1,340 1,340 38 0 0 2,000 2,000 77 282 282 282 282 68 0 799 976 2,474 70 2,097 2,097 2,220 2,220 90 0 109 109 109 23 0 758 758 758 65 1,093 1,953 1,953 2,108 32 0 0 0 133 41 0 0 948 1,894 55 0 0 788 1,616 66 97 371 371 2,493 14 905 905 905 905 85 0 0 602 602 43 0 0 394 805 54 3 3 639 1,440 92 0 645 645 645 61 21 21 21 21 12 1,192 1,192 1,192 1,192 4 3 75 151 299 94 0 0 0 0 24 6 68 68 68 80 637 637 637 637 6 1,536 1,536 1,536 1,536 48 0 0 0 767 39 0 0 426 886 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DRMIDDLETONLNEMER A L D L A K E L N WALES ST CHESAPEAKE LN LITTLE R I V E R DRAGATHA LNHALLMARK CT P OM O NACRKHUBBARDPARKLNECHO D R COUNT Y R OAD 853DEER RUN LNDODGE TRLPOST OAK CT RANCHETTE RD PARAMOUNT WAYLAVACA LN COTTONTAIL DRGLEN RO S E D R SUNDANCE CTCARNOUSTIE LNHARVAR D A V E M AJESTICPRINCE ST STREAMSIDE DRVISTA MEADOW LNGRAY WOLF DRFAWN MIST D RBLUE RIDGE DRLOST VALLEYDRPARISH LNBUSINESS PARK DRHAWKINS AVEASLYNN CI R KOMRON CT CHIPPING TRLCORPORAT E W A Y HADRIAN AVE SOUTH G A T E DRRAIN LILY ST JULIANNE LNPLEAT LEAF RDHIDEAWAY RDS MCKINLEY STPRES T W I C K H O L L O W D RPRIVATEROAD5405 WENTWORTH DRORCHARD STINDIANGRASSLNAMERICAN PHAROAH WAYSUM MIT HILLS DR ALEXA N D R IADR TRAILSIDE D R GROVE VALE DRCOTTONTAIL LN H I D E A W A Y P O I N T E D R MISTY M E A D OWDRB ARC E L ONA LN MO OR L A N D P A S SDRDUDLEY STVALLEY GLEN DR MCMASTER LNCIMARRO N R I V E R D R SHENA N DOAH ST COMMERCE STWHITMAN DRSUMMERFIELD RD HICKORY KNOLL LN G R A S S L A NDDRRIDGEDRPARK WOOD DR TRURO STHOLLAND CT WEATHERTOP LN LUPINERDWELLSPRING PKWYWOODLAWN TRLRIVER BEND PL W UNIVERSITY DR W CARLISLE DR LORNA DOONE LNM E N O M INEEDRL ANCER L N EL YC T A R ROW H E A D D R LAKEMONT DRLONGWOOD DRBOONE DROLYMPIA LNROSECROFT CT CENTRAL D RHONEY LOCUST DRGRAY S O N LN JAMISONST CALIENTE DR SUNDAY SILENCE LN ALEXANDRA LN WIREGRASS RD EXET E R D R COUNTFLEET W A Y WACO LN AUTUMN BREEZE DRBRINKLEY DRB E T O N Y S T J ESSIELNAVIARY DRCIBOLO CREEK TRLSTARGAZER WAYS L A T E W ORTHSTOXFORD PL REFLECTIO N LN AZALEA DR HACKAMORE LN HYATT DRTANNER SQW OWNSBY PKWY IDLEWOOD LN WILLOWICK LNFORT DAVIS PL CUSHMAN RD WAGONW H E E L W AY PROGRESO ST M U L E S H O E L N BRADFORD STOVERTON PARK DRSAWYER DR BREN H A M A V E SUNSET A V E COTT O N W O O DDRBEBINGTON DR GRANT PARK WAYALVISO RD HARPER R D BEDSTRAW LN SANDBAR STPINTAIL LNFOXGLOVE LNP IP IN G ROCK WAY MERCER WAY MERLIN CTLONE GROVE LNQUENTIN DR WHISPERINGMEADOWSWAYC A L A V E R A S C T REAGAN DRAUDI DRPIEDMONT PARK D R M I LT ON DR RANSOM RIDGE RD WATER STONE CTSPLIT BARK LNASPEN STDOVE CHASE LN E UNIVERSITY D R WHARTON AVEALEJANDR A L N SANDBROCK P K W Y FORSYTHE DR PHEASANT RUN STMILLSTO N E W AY HAWKSBURY CT VALERIAN TRLSHADY GROVE LNL O T U S C T BERKSHIRE LN PRINCETO N L N BEAVER DAM LN CLARITA LNMAIDENHAIRRDTENNYSON AVETHORN APPLE RDTARTT AVET IMBERWOLF LN STARFIRE DR B IG SPRING TRL CHEYENNE MOON LNARLONG PARK DRBLAKE GARDENS DEERWO O D L N UNION WAYSUSSEX DR MAXDALE DR S REDWOOD CIR MARTIN CREEK DR ABERDEEN LN FOX CROSSING L NNATIONAL PINES DRCARTLAND AVEDENTWOOD TRL COLLINGREENDRLAUREN CREEK LNCOTTONW O O D T R L ROBISON CREEK DRFULLERDRDUNLAVY DR GARY DR ELK HOLLOW RDSTEELE STWHISTLER LN HYACINTH WAYBRAMBLE LNBAVARIANDRCOPPE RPTPRONGHORN RD C HAMA ST GLEAN ST VALLEY MANOR DR DANBURY S T SHORECRESTSTD A W N M IS T DRTHOMPSON LNMARY RUTH PL SMITHTON AVE ARBOR OAKS CTCANON E R O S T PHANTOM LN STEADMAN DRMEADOWGREENSTTAYLORLNSHOAL VALLEY RDNEWBRAUNFELSDRBERKELEY PL SEDGEMOOR DRASCOT PL LOCKHART DR UPTON AV E COPPERHEAD LN EDGEWATER DRHOPEWELL DRSKYLOR A V E SPARROW PTATTU DR HARVEST COVE TRL BECKETT DR PEPPERVINE RD PARKVIEW LN WATERSTONE W A Y WALPOLE CT LEDGENEST DRBERTRAND DR CARNATION RDHERONXINGAZU L LN W A RM SPRINGSLN WAGON WHEEL TRL DEE R H U R S T P LSYCAMORE PLBRYAN ST WINDY HILL LNCASSIANO LNC H IM N E Y ROC K D R SINGLE LEAF DR PRESARIO RD GLOWSTONE TRL ZAHARIAS D RLIVEOAKLNWHITEWOODDR LLANO DR BLACKB E R R Y STSTEPHANIE LN BLO O M D RTECHNOLOGY LNPEQUIN DR FOXFIELD CTHUD S O N D R RIVERSTONE WAYW RED OAK CIRHALPIN AV E PROSPER COMMONS BLVDKESSLER D R FALCON CT RYDER ROCK RDE M ILY PASSNOONTIDELN FORESTBROOK DR MOONEY DR COPPIN DR BRAZORIA LNTIPPERARY DR HEARTHSTO N E L N COVENTRY D R STRATFORD DR SADDLE BRO O K RD WEATHERWOOD DRTURKEY CREEK TRL CANTERBURY DRBEEBRUSH RD LEISURE LN STONYBROOK DR BEAR TRAP WAYVALENSON DRW SEVENTH ST SUNSTAR DR PRAIRIE OAK RDPLEASANT DR KINGSLAN D T R LWINDROCK LNHEAT H L A N D W A Y NICHOLAS LNAINTREE AVESAND TRAP DR BLANCA L NPICTON AVECOLETO CREEK TRLSTEARMAN LN CELESTIAL LN KNIGHT LN JASMINE WAY MERENDA TER M A N C H E S T E R A V E PORO S A L N LOV E L L S T BROKEN BOW LNORCHARD DRFOWNES LINK DRHITCH RACK WAY GENERAL BO NDCTBERKSHIRE CT YORK PLDOVE CREEK STOLD WESTBURY LNRANAHAN DR P R I VAT E R O A D 5436CANNEFAX RDHEREFORD PASSGREENSPOINT LN JOLIE RDANGLETON CTRAEBURN CT CROCUS CT PADEN LNMISSIO N D R UTE CIRWINDMILL CTMEADOW LN FRIO RIVER TRLBUFFALO WAYGLEN HAVEN CT BENDBR O O K T R L CRIPPLE CREEK D R RINCON BAYOU DR YUKON DR GRIFFITH PARK DROAK LEAF CTSANTA A N I T A S T BILLY MITCHELL DR PILLAR BLUFF WAYHAPPY RDLA M O N D C T AINSBURY WAY TERR A C E W A Y BUCK RIDGE DRPRINCE STROCKIN RILEY RD G L O R Y L I L Y D R PRAIRIE CLOVER LN DUFOUR DRSALADO CREEK WAYALLEN STHA M P T O N C TWHITNEY CTELLISON ST ALEXIS D R PARKSIDE LNBRADEN LN AMHERST DRHERD DR MIRAG E D R MCFARLIN DRTRINID A D CT LULLABY LNDURHAM DRHARTMAN LNLEESBURG CTATHERTON CTCANARY WAY CORAL RIDGE CT MUFASA LNDARTMOUTH CIR ROCK BARN DRJOHNS WAYJUSTIN TRLELMHURST CTHYER CIR WESTRIDGE BLVDHARRISBURG LN UNIVERSITY DR S DALLAS PKWYCOUNTY ROAD 26 E OWNSBY PKWY UNIVERSITY DR W UNIVERSITY DR W FRONTIER PKWY SLEGACYD RS COIT RDS COIT RDW US HIGHWAY 380 D E V O N S H IR E D RCOUNTY ROAD 50N PRESTON RDWELLS RDFM 423WOWNSBY PKWY P R A I R I E DR R I C H L A N D B L V D BRAZORIA DRW PROSPER TRL S PRESTON RDN DALLAS PKWYN COIT RDE UNIVERSITY DR PANTHER CREEK PKWYSPRESTONRDGATEWAYDR S COIT RDCOIT RDROCKHILL PKWY S DALLAS PKWYSCOITRDCOUNTY ROAD 24 PRAIRIE DR D A LLA S N O R TH TO LLW A Y S PRESTON RDPANTHER CREEK PKWY S LEGACY DRD o e B r a nchPant h e r C r e e kWi l sonCr eekGentleCreekParvin B ranch Ruther ford Bran ch S t re a m R owlett Cre e kPo n d Stream StreamStrea m Doe Branch Parv in B ra n c h Parvin Bra nch Gen t l e C r e e k 0 1,600 3,200 SCALE IN FEET !I Created By Freese and Nichols, Inc. Job No.: PRP23229 Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\FINAL_REPORT_PRO_PROJECT\FINAL_REPORT_PRO_PROJECT.aprx\(Figure_2-1)-2024_Land_Use_Population Updated: Thursday, July 10, 2025 4:15 PM User Name: 08817 FUTURE LAND USE Low/Medium Density Single Family High Density Single Family Floodplain Old Town District Parks Retail & Neighborhood Services Tollway District Town Center US 380 District LEGEND Road Stream Lake Parcel Planning Area Boundary W/WW Impact Fee Service Area Town Limit ETJ Boundary County Boundary FIGURE 2-1 TOWN OF PROSPER LAND USE ASSUMPTIONS POPULATION BY PLANNING AREAS AREA ID 2023 Population 2028 Population 2033 Population Buildout Population Page 213 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 2-5 2.4 Projected Non-Residential Land use shapefiles were developed as part of the Town’s 2022 Comprehensive Plan Update, which included population and non-residential acreages. In order to capture growth related to commercial, retail, office, institutional, and industrial development, developed non-residential acreage for each planning period was projected. Table 2-4 shows the projected non-residential acreage for each planning period. Figure 2-2 presents the developed non-residential acreage with water and wastewater service by planning year. Table 2-4 Developed Non-Residential Acreage Year Acres Growth in Acres 2023 1,492 - 2028 2,324 832 2033 3,640 1,316 Buildout 4,829 1,189 Page 214 Item 18. DENTON CO.COLLIN CO.COLLIN CO.DENTON CO.71 21 21 21 21 3 0 0 0 0 72 65 65 65 65 73 12 12 12 12 49 5 5 5 5 60 0 0 0 0 78 9 9 9 23 76 1 1 1 1 82 29 29 29 29 16 6 6 6 6 89 28 28 28 28 28 56 0 0 0 0 52 4 4 4 4 62 69 69 69 69 11 18 18 18 18 88 72 72 72 72 6 0 0 0 0 65 47 47 79 79 77 0 0 0 0 12 0 0 0 0 23 0 0 0 0 87 14 14 14 14 38 38 60 110 230 68 41 200 236 236 70 50 100 140 179 85 0 0 0 0 53 0 0 0 0 41 0 40 80 198 57 50 50 50 54 1 1 75 125 182 55 0 40 80 169 66 23 23 50 161 14 10 10 10 10 54 0 35 75 150 25 0 0 0 0 4 51 51 51 51 90 37 37 120 151 47 45 45 100 157 69 77 77 77 77 80 12 12 12 12 48 0 0 40 80 32 0 0 70 139 39 0 30 60 92 43 24 25 50 108 92 0 0 117 117 46 60 95 115 115 44 4 35 70 115 64 74 74 74 103 61 18 30 49 49 31 5 97 110 110 2 0 0 0 0 35 0 25 50 108 24 16 31 62 62 40 40 40 50 63 86 0 0 0 0 94 22 22 51 51 10 0 0 0 0 34 12 12 12 12 20 3 3 3 3 33 0 0 0 0 29 9 87 127 143 143 13 0 0 0 0 19 0 0 0 0 37 45 75 115 115 58 89 89 114 114 93 0 0 0 0 18 0 5 50 81 22 0 0 0 0 63 37 40 54 54 30 54 62 62 62 5 1 1 25 47 59 4 25 53 53 7 0 30 54 54 50 16 16 16 16 27 0 0 0 0 67 3 3 3 39 21 0 0 0 0 45 4 4 37 3726 0 0 38 38 8 12 12 36 36 17 0 0 0 0 15 0 0 0 0 36 0 0 0 0 42 0 11 22 33 75 0 0 0 10 74 0 21 21 21 79 8 8 13 13 51 0 0 20 20 91 0 0 0 15 81 9 9 9 9 84 2 2 14 14 83 8 10 10 10 D o e B r a nchPant h e r C r e e kWi l sonCr eekGentleCreekParvin B ranch RutherfordBranchS t re a m Rowl e t t CreekPo n d StreamRuther ford Bran ch StreamStrea m Doe Branch Stre a m Parvin Bra nch Gen t l e C r e e k ParvinBranch Stream Parv in B ra n c h Stream Strea m W FIRST STFM 1385FM 423PARVIN RD N CUSTER RDW UNIVERSITY DR E PROSPER TRL PGA PKWY COIT RDE UNIVERSITY DR UNIVERSITY DR E FIRST STSMILEY RDE FRONTIER PKWY FM 2478CAREY RD VIRGINIA PKWYN LEGACY DRN PRESTON RDDALL A S P K W Y US HIGHWAY 380 N COLEMAN STFIELDS PKWY N DALLAS PKWYCOOK LNPRAIRIE DR N COIT RDHAYS RDN TEEL PKWYFISHTRAP RD MILLBEND DR EDEN DRLA CI M A B L V D S CUSTER RDW PROSPER TRL PRESTON RDDALL A S N O RT H T OLL W A Y L EGACYDRLOVERS LN ROCKHILL PKWYSHAWNEE TRLVEST LN MAHARD PKWYBOTHWELLBLVDFM 428 W S DALLAS PKWYDENTON WAYPANTHER CREEK PKWY WELLS RDP RE S TON HILLS CIR FAIR OAKS LN E O W N S B Y P K W Y W FRONTIER PKWY HALTON DR WOODBINE LN LAK E W O O DDRCOUNTY ROAD 24KIRKWOOD LNMEMORY LNL IB E R T Y D R WATERVI EWTRLG L A C I E R P O IN T CT S COIT RDRAMBLING RD J A CKSBOROLN F R IS C OHILLS B L V D S TEEL PKWYAMISTAD DR S INDEPENDENCE PKWYFALCON RDW YETH A VESIBYL LN LONE PINE DRGEN T L E WAY AERO COUNTRY RDCOUNTY ROAD 83Y A R R O W S TE BROADWAY ST W US HIGHWAY 380 LA K E T RAILLNBEL O D R COUN T Y ROAD 933WORTHINGTONWAY W O O D L A K E P K W Y OLD RED LN 0 BRAZORIA DR CANYONL A K EDRDARIAN DR TR AI L D R S ALADADRWI N DI NGCREEKRDTUDOR PL TEEL PKWYAVOCET LN DEWBERRY LN HARDY DRTWIN LAKES DRLITTLE RANCH RD W UNIVERSITY DR E FM 1461 WINDSONGPKWYMATADOR DR S TAR T R ACE PKWY TWIN EAGLES DR SAFETY WAY PEREGRINE DRCATTLE DRBLUEFORESTDRSCOLEMANSTE THIRD STAUBREYPKWY STRATTON DR C O O L R I VERTRLCIRCLE J TRL NI COLLETDRTHACKERY LN OREGON TRLVERDINS T S CRAIG RDTRACE DR LIGHTFARM S W A Y S PRESTON RDHERITAGETRLR O S E L A N D PKWYRED DR BALLENGER RD BLUE SAGE DR PRAIRIE CROSSINGWYNNE AVE E L L IC O T T D R PEPPER GRASS LN L A K E B E N D D R MELVINA DRWOODVI EWDRSUTTON FIELDS TRL BEDFORD LN K IN G L E T C T PAINSWICK DR MONTGOMERY LN PENSBY DR O L D FIE L DDR BRISTOL DR RIVIERA D R MADE L E IN E A V E WATERTON DR A M B E R W OODLNCOMMONSWAYSTONY TRLCYPRES S C R E EK WAY OVERTON A V E HIGHTOWERST COUNTY ROAD 50CARMELRDC Y P R E SSHILLDRPELICAN DR RED BUD DRPRIORY DR LAKEVIEW DRDOEBRANCHBLVD FREEMAN WAY HIDDEN LAKE DRBRISTLEL E A FLN CRUTCHFIELD RD ALLBRIGHT RD GENTLE CR E EKTRL LASSEN DR BEC K T O N S T HAM M O C K L A K E D R FALLWOODS T CROWN COLONY DRBRIXLEY BLVDWHITL E Y P L A CEDRW FIFTH ST MAL I ND A D R HIGHPOINT DRBRIDGEWATERBLVD WILDRIDG EDRWENTWOODDRBREEZEWAY BLVD LIL A C L N GEE RDDURST LN ETTA TERHI DDENHA V E N D R WESTRIDGE BLVD CHANDLER CIR NWINDSONG P K W Y A M I STAD A V EAUSTIN LNL A N C A S HIREL N CHURCHILLDRREDSTEM DREASY LN E SEVENTH ST RHE A MILLS CIR HI L L CRESTRDACACI A P K W Y EL T ORORDFA L L HARVESTDRCORRALDR CANYON RDG C A R R E RA DRSTARTRAILPKWYOAKMERE LN KINGSTON LNSANDHILL WAY KEMAH PL RIV E R S I D E D R RISING STAR BLVD STAR MEADO W D R LIPIZZAN LN RICHLAND BLVD M I S T F L O W E R DRMACY WAY VICTORY WAYENGLISHIVYDRLIVERPOOL ST RAFTEL RDMOUNTAIN CREEK LN WATERT R E EDRH IG H B RIDGE LN HARVESTRIDGELNSHEARWATEROAK BEND TRLNINDEPENDENCEPKWYELLINGTONDRHUMBER LN W H I T E R O C K B L V D FORE F R O NT AVE NVIRGINIAHILLSDRALDEN LNIRONWOOD DR HAWTHORNDRBL U E B E L L D R BLANCOLND O ECREEKRDPOLO HEIGHTS DR WICHITA DR CARSONSTGATES P K W Y COUNTY ROAD 970 VERNON DR ARBOL WAYPELHAMDRPORTER LN WHEATLANDRDWHIMBREL CT BATESWAYGORDON HEIGHTS LN LANCE DR VISTA VIEW LN GENTRYDRFLAT CREEK TRLBRIDGESDR CHESHIRE ST SUSANA LNDAISY CORNER DR PLATT DR DUTCH HOLLOW D R MONTICELLO DR C O S T A M ESA DR NBLU E S T E M D RJACEDRS LEGACY DRSP 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SECOND ST HAWK WOOD LNPLAYA DEL M A R D R M A P LE HILL L N GORGEOUS RD LEONA ST BE L MONT W A Y POMONA LNBL U E B E R R Y H I L L D R WESTVIEWDRS LUKENBACH DRSNOWDROP DR UNION PARK BLVD CORINTH LN DYLAN DR HONEYCUTT DR RIDGECROSS RD GOLDENBEARLNCARLTON DR SABINE DR N WESLEY DRSHADYBROOKDR LEVELLAND PL S IL VE R C L IF F D R CREEKPLUMRDADAMS PLEXECUTIVE DRMALABAR HILL DRZE L D E R STBALTIC LN CORN W A L L DR BEACON HILL DRDOUBLE B TRL SANTA FE LNSTARLIGHT CREEK DRREADYWAYPRESCOTT DRREZNER BLVD GATEWAYDRTUMBLEGRASS RD FRISCO STANEM O N E L N RUSTIC LN BINKLEY AVESHERLUCK CT WHETSTONE WAY ROBINWOODS DRDESER T WI L L OWDR TERESA LNLAFERTY STGOOD HOPE RDCOUNTY ROAD 854BURKESVILLE LN T A L L M E A D O W WAY COFFEE MILL RD COTTAGE LN SPLITROCKDR CHARL O T T EDRANTELOPE CTOL D EAGLE RIV E R L N CANYON LAKE VWODYSSEYWAYFAIRHOLME D R E EIGHTH ST WILLOW RUNCOUNTRY B R OOKLNHAVANNAH DR COUNTRY VIEW DR ARCTIC DRMANFREDA STBIRD CHERRY LN HARRISBURG LN DUNFRIESRD GALVESTON PL BRIDGEPORT DR LEE AVE 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DRSHAREDD RIV E W A Y MILLTOWN DRTYLER DR DO V E R D RCRESCENT LNBUFFALO HILLS DR LACEFIELD DR WILSON D R LILYANALNRIDGE CREEK LN HIGH LINE DR WHITE OAK WAY HIGH WILLOW DR JERICO DRWOOD RIVER TRLLONG PARK AVERENNER LNBRUNSWICK DR DALEFORD DR VILLITA ST SANDOWN DR HIGHLANDBAYOUD R VISTARUNDRGREAT TRL GR A Y F O X L N PARNELL DR PADDOCK LN CHERRY BLOSSOM LN T A LA M O RELNREMINGTON RD TWIN B UTTES D R DARLINGTONWAYHEDGE BELL DRWAVERLY DRS A NJUA N AVELIGHTSTONE LNWINTER HILL DR ROYAL OAKSDRTAHOE TRLKESTREL ST CEDAR TRL CORNELL DR HERITAGE DR C O R A B E L L E L N ALIS LNLONG BRANCH DR OLD DAIRY FARM RD SAN PEDRO ST BANCROFT DR CANADIA N R I VERDRCURRY C R E E K D R NAC O NADRRUGBY LNPOSADA DR CAMILLE XING STABLEFOR D S T ROSEDALE DRWILLOUGHBY WAYL E N O X D R WILEYHILL DRSTALLION TRAIL WAYBL U E S K IE S DRGR O V E D R TOMBSTONE DR HEARTLAND DRSAW DUST D RARMSTRONG LNCHAPEL HILL LN A U S TIN BAYOU TRL ST PETER LN GEOFFREY ST HUDSONLNSTEINBECKAVEGLADE HILL DRASHBURY LNAMBERWOODS LN W H I 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Job No.: PRP23229 Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\FINAL_REPORT_PRO_PROJECT\FINAL_REPORT_PRO_PROJECT.aprx\(Figure_2-2)-2024_Land_Use_NonRes_Acreage Updated: Thursday, July 10, 2025 4:15 PM User Name: 08817 0 1,600 3,200 SCALE IN FEET FUTURE LAND USE Low/Medium Density Single Family High Density Single Family Floodplain Old Town District Parks Retail & Neighborhood Services Tollway District Town Center US 380 District AREA ID 2023 Non-Residential Acreage 2028 Non-Residential Acreage 2033 Non-Residential Acreage Buildout Non-Residential Acreage LEGEND Road Railroad Stream Lake Parcel Planning Area Boundary W/WW Impact Fee Service Area Town Limit ETJ Boundary County Boundary FIGURE 2-2 TOWN OF PROSPER LAND USE ASSUMPTIONS NON-RESIDENTIAL ACREAGE BY PLANNING AREAS Page 215 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-1 3.0 WATER AND WASTEWATER ANALYSIS Water and wastewater CIPs were developed for the Town of Prosper to promote residential and commercial development through access to quality water and wastewater service. The recommended improvements will provide the required capacity and reliability to meet projected water demands and wastewater flows through buildout. The water and wastewater projects required to meet growth in the 10-year period were used in the impact fee analysis. 3.1 Existing Water and Wastewater Systems The existing water distribution system currently consists of a network of lines ranging in size from 1-inch to 42-inch in diameter, a pump station, two ground storage tanks, and three elevated storage tanks. The existing pump station has three pumps rated at 3.75 million gallons per day (MGD) and three pumps rated at 7.00 MGD. The total pumping capacity is 32 MGD, and the firm pumping capacity is 25 MGD. The Town receives water from the North Texas Municipal Water District (NTMWD) delivery point at the pumping station. The Town of Prosper operates the distribution system on two pressure planes: an upper pressure plane and a lower pressure plane. The Upper Pressure Plane (UPP) generally consists of the east half of the Town. The UPP has a static hydraulic gradient of 926 feet, which is established by the Preston and Prosper Trail Elevated Storage Tanks (ESTs). The Lower Pressure Plane (LPP) consists of the west half of the Town. The LPP has a static hydraulic gradient of 805 feet, which is established by the Fishtrap EST. The LPP is currently supplied by the UPP through a transfer valve on a 42-inch line. An LPP Pump Station on the same site as the existing pump station and additional 42-inch pipeline are currently under construction and will supply the LPP in late Summer 2025. The pump station will initially have three pumps, rated at 13 million gallons per day (MGD) each. It will initially provide a total pumping capacity of 39 MGD and firm pumping capacity of 26 MGD to the LPP. It is expandable to six pumps, and the ultimate firm pumping capacity is estimated to be approximately 40 MGD. The existing wastewater system has two major basins, 6 active lift stations, and a network of lines ranging from 4-inch to 36-inch in diameter. A ridge near the railroad alignment divides the Town into two major drainage basins; the wastewater system in the western portion of the Town flows into the Doe Branch interceptor owned by UTRWD and the wastewater system on the east side of the Town flows into the Upper East Fork interceptor owned by NTMWD. A portion of Prosper that would naturally flow west to UTRWD is currently pumped east to NTMWD at the existing lift station at the abandoned Wastewater Page 216 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-2 Treatment Plant (WWTP). The existing lift station is expected to be abandoned and flow from this area conveyed west by 2028. 3.2 Water and Wastewater Model Update and Calibration 3.2.1 Water Model The water system hydraulic model was developed in InfoWater Pro software by Autodesk based on the Town’s water system GIS as well as plans provided by the Town. Existing water demands were allocated to the model using customer billing records for each individual account from June 2023 that were geocoded and matched spatially using the Geographic Information Systems (GIS) parcel and street centerline shapefiles. Approximately 99% of the billing records were matched. Figure A-1 in Appendix A displays a map with the geocoded billing meters sized by usage. A model calibration was performed to verify that the hydraulic model is an accurate representation of the actual distribution system. FNI conducted field pressure testing at nine locations throughout the distribution system in late June 2023 through late July 2023. The Town provided Supervisory Control and Data Acquisition (SCADA) readings for tank levels and pump status on an hourly basis during this time, and FNI used the readings to create diurnal demand curves. In order to create the curves, a mass balance of the system demand was calculated using the sum of water pumped into the distribution system from the NTMWD delivery point and adding or subtracting the demand or supply provided by the elevated storage tank. The 24-hour period occurring on July 18, 2023, from midnight to midnight was selected for calibration. Operational data was used to determine system inputs such as ground storage tank levels and pump status. Since the model results closely matched the field pressure testing data, FNI concluded that the model is an accurate representation of field conditions and appropriate for use in CIP planning. Billing meter data, pressure recorder locations, and field pressure testing data are included in Appendix A. Page 217 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-3 3.2.2 Wastewater Model The wastewater system hydraulic model was developed from the Town’s wastewater system GIS. Initial wastewater loads were applied to manholes in the model based on historical wastewater flow data and water billing meter data from June 2023. Flow monitoring was conducted from early April 2023 through late June 2023 by ADS Environmental Services (ADS). Ten flow meters were deployed at the outlets of sub-basins 1 through 10 as shown on Figure B-1 in Appendix B, as well as two rain gauges. The three permanent meters at the UTRWD points of entry were also used to calibrate corresponding basins, as shown on Figure B-1. A model validation was performed to verify that the collection system model accurately represents the actual collection system. To analyze the performance of the collection system under average dry weather conditions, an average dry weather flow for each basin was developed based on the flow monitoring results for the period occurring from April 13th through April 19th. These specific days were selected since there was no rainfall observed during this period. The initial loads applied to each sub-basin were then scaled to their corresponding average dry weather flows. To analyze wet weather performance of the collection system, the initial loads applied to each manhole were adjusted to account for inflow and infiltration (I/I) contributions and match the peak response of the storm event on May 19th. Appendix B contains the final deliverable for the temporary flow monitoring study conducted by ADS. 3.3 Water and Wastewater Load Projections The population and land use data was used to develop future water demands and wastewater flows based on a projected average day per capita use and peaking factors. The design criteria used to project water demands and wastewater flows were developed based on historical data. In the future, it is anticipated that per capita and non-residential per acre usage will increase based on the large number of irrigation systems being installed with new development and the type of commercial and industrial developments being proposed. The large increase in residential irrigation systems is expected to offset conservation measures in place for the future; therefore, for planning purposes the residential per capita used for projections is assumed to be constant in the future. Historical water demands from 2015 through 2022 were provided to FNI by the Town for the development of projected water usage rates and peaking factors. Table 3-1 illustrates the average and maximum day water demands for these years. Based on this data, the projected residential per capita usage rate is 185 gallons per capita per day (gpcd), and the projected non-residential usage rate is 1400 gallons per acre Page 218 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-4 per day (gpad) for all planning scenarios. The maximum day to average day peaking factor is 2.2 for all land use types and planning scenarios, and the peak hour to maximum day peaking factor is 2.1 for all land use types and planning scenarios. Water system design criteria for projections is presented in Table 3-2. Projected water demands are presented in Table 3-3. Timing of the Artesia development connecting to the Town’s water system is currently unknown, and water demands associated with Artesia are included in the buildout water demand projections. Detailed water demands projections by pressure plane are presented in Appendix C. Page 219 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-5 Table 3-1 Historical Water Demands Year Population(1) Average Day Demand (MGD) Overall Average Day per Capita Demand (gpcd) Maximum Day Demand (MGD) Maximum Day to Average Day Peaking Factor 2015 15,970 3.0 188 8.4 2.8 2016 17,790 3.8 211 8.7 2.3 2017 20,160 4.2 209 8.6 2.0 2018 22,650 4.8 212 11.6 2.4 2019 25,630 5.4 210 12.6 2.3 2020 30,165 6.5 217 13.0 2.0 2021 31,090 7.1 229 16.8 2.4 2022 35,410 8.2 231 18.2 2.2 Average - 5.4 213 12.2 2.3 (1)Historical population is based on NCTCOG and Census data. Table 3-2 Water Demand Projections Design Criteria Average Day Residential Per Capita Usage Average Day Non- Residential Usage Per Acre Maximum Day to Average Day Peaking Factor Peak Hour to Maximum Day Peaking Factor (gpcd) (gpad) 185 1400 2.2 2.1 Table 3-3 Water Demand Projections Year Average Day Demand (MGD) Maximum Day Demand (MGD) Peak Hour Demand (MGD) 2023 9.28 20.40 42.85 2028 13.13 28.89 60.67 2033 17.02 37.44 78.62 Buildout 21.96 48.32 101.47 Page 220 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-6 The projected wastewater residential per capita usage rate is 95 gpcd for all future planning periods. The projected wastewater non-residential usage rate is 650 gpcd for all future planning periods. These wastewater usage rates represent a percentage of the water demand that is captured by the wastewater collection system for each planning period. The wastewater usage rate is approximately 51% of the water usage rate for residential and approximately 46% for non-residential usage. Historical wastewater flow data was used in the development of wastewater residential and non-residential usage rates. The peak wet weather peaking factor for all planning periods is 4.0. The average day flows for all planning scenarios were multiplied by this factor to calculate the peak wet weather flows. Table 3-4 summarizes annual historical wastewater flows sent to NTMWD and UTRWD. Projected wastewater flow projections are presented in Table 3-5. Projected wastewater flows by sub-basin for the Town of Prosper are contained in Appendix C. Page 221 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-7 Table 3-4 Historical Wastewater Flow Year Average Flow to NTMWD Average Flow to UTRWD Total Wastewater Flow (MGD) (MGD) (MGD) 2015 1.32 0.02 1.34 2016 1.23 0.11 1.34 2017 1.31 0.23 1.54 2018 1.55 0.43 1.98 2019 1.26 0.62 1.88 2020 1.36 0.76 2.12 2021 1.57 0.70 2.27 2022 1.71 0.99 2.70 Table 3-5 Wastewater Flow Projections Wholesale Provider 2023 2028 2033 Buildout Average Annual Daily Flow Peak Wet Weather Flow Average Annual Daily Flow Peak Wet Weather Flow Average Annual Daily Flow Peak Wet Weather Flow Average Annual Daily Flow Peak Wet Weather Flow (MGD) (MGD) (MGD) (MGD) (MGD) (MGD) (MGD) (MGD) UTRWD 1.31 5.24 4.48 17.92 5.98 23.92 7.76 31.04 NTMWD 1.83 7.32 1.89 7.56 2.28 9.12 2.68 10.72 Total 3.14 12.56 6.37 25.48 8.26 33.04 10.44 41.76 3.4 Design Criteria FNI coordinated with the Town of Prosper to establish design criteria for future water and wastewater facilities. Criteria were developed for sizing water transmission lines, elevated storage tanks, ground storage tanks, and pump stations for the water system and for sizing sewer trunk lines for the wastewater system. 3.4.1 Water Design Criteria As a public water utility, the Town of Prosper must comply with the rules and regulations for public water systems set forth by Texas Commission on Environmental Quality (TCEQ) in Chapter 290. The Town is required to meet the TCEQ elevated storage capacity requirement of 100 gallons per connection and the total storage capacity requirement of 200 gallons per connection. The Town of Prosper currently maintains 14,997 connections, which requires approximately 1.5 MG of elevated storage and 3 MG of total storage. The Town of Prosper greatly exceeds the TCEQ storage requirements. TCEQ requires a total Page 222 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-8 pumping capacity of at least 1,000 gallons per minute (gpm) and the ability to meet peak hourly demands with the largest pump out of service, and the Town of Prosper exceeds this pumping requirement. TCEQ regulations state that under normal operating conditions, a minimum pressure of 35 pounds per square inch (psi) must be maintained at all times throughout the system. The exception to this rule is under emergency fire flow situations where the pressure is then permitted to drop to 20 psi until the emergency is addressed. Residential and commercial fire flow requirements typically range from 1,000 to 1,500 gpm, while some industrial fire flows can approach 3,500 gpm or greater. A maximum water line velocity of approximately 6 feet per second (fps) and a maximum friction loss of 3 feet per 1,000 feet of water line length are recommended for water transmission lines (diameter larger than 16 inches). A maximum water line velocity of approximately 6 f ps and a maximum friction loss of 7 feet per 1,000 feet are recommended for water distribution lines (diameter 16 inches and smaller). FNI developed criteria for sizing of storage and pumping capacity for the Town. These criteria are typically more stringent than TCEQ requirements and take into consideration many additional factors including operational flexibility, fire protection, and energy efficiency. The design criteria used to size ground storage tank capacity is to provide adequate storage volume to meet 8 to 10 hours of maximum day demand. Figure 3-1 summarizes the recommended ground storage capacity and associated improvements based on the design criteria. One additional 5 MG GST is recommended in 2034 with the LPP PS expansion to meet the Town’s ultimate needs with Artesia included. The design criteria recommended for pump station capacity is the capability to provide a firm pumping capacity to meet 60% of the peak hour demand. The firm pumping capacity is defined as the total available pumping capacity with the largest pump out of service to each pressure plane. The figures in this section assume that the area between the DNT and railroad has been shifted to the LPP. Figures 3-2 and 3-3 display the recommended firm pumping capacity to the UPP and LPP, respectively. The UPP PS has already been constructed to meet ultimate needs and one LPP PS expansion is recommended in 2034 to meet the Town’s ultimate needs including Artesia. The design criteria recommended for elevated storage capacity is the required volume needed to meet 40% of the peak hour demand for a duration of 3 hours plus a fire flow rate of 3,500 gpm for a duration of 3 hours. Figures 3-4 and 3-5 display the recommended elevated storage capacity and related improvements based on the typical peaking factors for the UPP and LPP, respectively. No additional Page 223 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-9 elevated tanks are recommended in the UPP, and the only recommended additional elevated tank in the LPP is the 1.5 MGD EST in 2032. Figure 3-1 Recommended Ground Storage Capacity Figure 3-2 UPP Recommended Firm Pumping Capacity Page 224 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-10 Figure 3-3 LPP Recommended Firm Pumping Capacity Figure 3-4 UPP Recommended Elevated Storage Capacity Page 225 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-11 Figure 3-5 LPP Recommended Elevated Storage Capacity 3.4.2 Wastewater Design Criteria The TCEQ outlines the design criteria for domestic wastewater systems in 30 TAC Chapter 217, which governs the planning, design, operation, and maintenance of wastewater collection and treatment systems. Chapter 217 requires that wastewater systems be designed to protect public health and the environment by ensuring the safe conveyance and effective treatment of domestic wastewater. Collection systems must be designed to prevent overflows, bypasses, and I/I, with sufficient capacity to handle peak wet weather flows. Treatment facilities must reliably meet permitted effluent quality standards, and systems must be capable of operating effectively under both normal and peak flow conditions. Although the Town conveys its wastewater to a wholesale provider for treatment, it remains responsible for the proper design, operation, and maintenance of its collection system to ensure compliance with TCEQ regulations. Wastewater system operators must maintain system integrity, manage flow conditions, and ensure all infrastructure meets the applicable design, construction, and performance standards established under Chapter 217. Page 226 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-12 3.5 Water and Wastewater Model Analyses 3.5.1 Water System Evaluation Hydraulic analyses were performed on the distribution system under maximum day demand conditions. To identify existing system deficiencies and size ultimate infrastructure, 24-hour extended period simulation (EPS) model runs were performed for maximum day demand conditions for the existing system, 10-year and buildout scenarios. The modeled hourly diurnal curve is based on SCADA data provided by the Town and shown on Figure 3-6. Maximum day EPS model run was performed for the 10- year scenario to determine phasing of improvements and identify CIP projects for the impact fee update. By examining the distribution system under these various operating conditions, it is possible to determine where issues with pressures occur, if tanks are filling or draining properly, and if the service pumping facilities are adequate to meet the required demand at acceptable pressures. Figure 3-6 Modeled 24-Hour Maximum Day Diurnal Curve A maximum day EPS model run evaluates the ability of the system to provide adequate supply to meet demands while maintaining levels in storage facilities. During a maximum day EPS analysis, the peak hour demand is also simulated through the use of a diurnal pattern. Peak hour demand represents the single hour of the year with the highest system demand. Peak hour simulations are used to assess the ability of the distribution system to maintain minimum residual pressures. Lower demand periods throughout the day are simulated in EPS modeling as well. This is when the system’s ability to replenish storage tanks is evaluated. Page 227 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-13 The Town adjusted the Upper Pressure Plane and Lower Pressure Plane pressure plane boundary from the railroad to DNT to assist with perceived low pressures in the area. The Upper Pressure Plane Pump Station has already been constructed to the ultimate capacity, and projected demands in the Upper Pressure Plane through buildout exceeded what can be served by the pump station based on the pressure plane boundary at DNT. Therefore, a pressure plane boundary adjustment is recommended due to the Upper Pressure Plane Pump Station limitation and based on a review of elevations and pressure data in this area. Pressures in the pressure plane transfer area will be approximately 50 psi lower in the LPP. Elevations in the transfer area range from 622 to 662 feet. Based on the highest elevation in the transfer area (662 feet), the static pressure is 62 psi when the Fishtrap tank is full and 53 psi when the Fishtrap tank is half full. Modeled pumping and storage operations for the 10-year (2033) system maximum day analysis with recommended improvements are shown on Figure 3-7 and Figure 3-8 for the UPP and LPP, respectively. Modeled LPP pressures in the 10-year maximum day EPS model run range from 53 to 112 psi, assuming the proposed adjustment of the pressure plane boundary from the DNT to the railroad. The lowest pressures in the LPP occur in the area between the DNT and railroad. Modeled UPP pressures in the 10- year maximum day EPS model run range from 47 to 136 psi. Modeled pumping and storage operations for the buildout system analysis with recommended improvements and Artesia served by the Town of Prosper are shown on Figure 3-9 and Figure 3-10 for the UPP and LPP, respectively. LPP pressures in the buildout system maximum day EPS model run range from 45 to 113 psi, while UPP pressures in the buildout system analysis EPS model run range from 46 to 134 psi. Page 228 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-14 Figure 3-7 2033 Maximum Day UPP Modeled Pumping and Tank Levels Figure 3-8 2033 Maximum Day LPP Modeled Pumping and Tank Levels Page 229 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-15 Figure 3-9 Buildout Maximum Day UPP Modeled Pumping and Tank Levels Figure 3-10 Buildout Maximum Day LPP Modeled Pumping and Tank Levels Page 230 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-16 3.5.2 Wastewater System Evaluation Hydraulic analyses were performed on the collection system under peak flow conditions to identify deficiencies and establish a CIP to reinforce the existing system and convey projected wastewater flows through buildout. The system was evaluated under average flow conditions and peak flow conditions, which were modeled using a peaking factor of 4.0. Various combinations of improvements and modifications were investigated to determine the most appropriate approach for conveying projected flows. Central to the wastewater system analysis was the assumed conversion of a portion of Prosper to UTRWD from NTMWD. These areas are included in basins 1 and 2, as identified in Figure B-1. The areas that are expected to convert are those that would naturally flow west to UTRWD but are currently pumped east to NTMWD at the existing lift station at the abandoned WWTP. The existing lift station is expected to be abandoned and flow from this area conveyed west by 2028. A second priority in the wastewater system analysis was lift station consolidation, which will reduce regular maintenance and costs associated with operating them. The lift stations targeted for decommissioning are concentrated in the western portion of the Town, where the majority of growth is expected to take place over the next ten years. 3.6 Water and Wastewater System Improvements Proposed water and wastewater system projects to serve the system through buildout were developed as part of this project based on load projections and design criteria. All recommended infrastructure is sized to meet the projected buildout peak water demands and wastewater flows. It is recommended that these projects be constructed generally in the order listed; however, development patterns may make it necessary to construct some projects sooner than anticipated. Locations shown for new lines and other recommended improvements were generalized for hydraulic analyses. Specific alignments and sites will be determined as part of the design process. Prioritization and phasing of these projects were determined by the required capacity as projected by the hydraulic models. The proposed water system improvements recommended to serve the Town through buildout water system are shown on Figure 3-11 and summarized in Table 3-6. Water system improvements include recommendations within the Town’s distribution system. It does not include meter vault improvements at the pump station site to increase supply from NTMWD. The most recent meter vault improvements included a 24-inch flow meter and 16- inch sleeve valve that should allow supply of up to 27 MGD. Based on the demand projections established Page 231 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-17 in this study, it is anticipated that the maximum day demand will exceed 27 MGD around 2027 and improvements will need to be made to increase supply from NTMWD prior to summer 2027. Water system proposed projects 1 and 2 facilitate the transfer of the area west of the railroad to the LPP by providing additional connectivity and a pressure reducing valve (PRV) to bleed from the UPP if pressures in the LPP are lower than desired in the highest elevation area of the LPP. Based on demand projections, the existing UPP PS has capacity to supply the current UPP area until 2032, but it is advantageous to move the pressure plane boundary to the DNT sooner for customers in the transfer area to have more consistent long-term pressures. Proposed wastewater system improvements to serve the Town through buildout are shown on Figure 3- 12 and summarized in Table 3-7. The wastewater CIP was developed based on the assumption that the Town of Prosper will maximize flow to UTRWD’s Doe Branch WWTP, at which the Town has purchased a total of 4.125 MGD annual average flow. The WWTP is being expanded and is expected to be in service in 2026. The Town has also purchased 4.125 MGD of capacity in the Doe Branch interceptor system. A parallel Doe Branch interceptor from Fishtrap Road to the WWTP is currently under design. It is also assumed that the Town will decommission the lift station at the abandoned WWTP by 2028 and convey its tributary flows west to UTRWD. Based on flow projections established in this study, it is anticipated that the Town will exceed its annual average flow subscription to UTRWD and need to purchase additional capacity by 2028. Planning level cost estimates for the proposed water and wastewater system projects are included in Appendix D and Appendix E, respectively. Costs represent cost estimates for the design and construction of these capacity-related projects and do not include wholesale service fees or operations and maintenance costs. Unit costs are based on reviewing bid tabs for several projects ranging in size. The costs are provided as estimates based on previous similar engineering experience in 2025 dollars and include an allowance for engineering, surveying, and contingencies. The project cost estimates do not include an allowance for land or right of way acquisition. These costs are for planning and budgeting purposes only and are not to be considered as a detailed opinion of probable construction cost. Page 232 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-18 Table 3-6 Water System CIP Summary Project Number Project Name Cost 2023-2028 1 West Frontier Parkway 12-inch Water Line $ 1,423,300 2 Talon Lane 12-inch Water Line and PRV $ 539,100 3 Preston Road 12- and 16-inch Water Line $ 3,922,900 4 Railroad 12-inch Water Line and PRV $ 2,126,700 5 Railroad 12-inch Water Line $ 2,081,100 6 South of First Street 12- and 30-inch Water Line $ 8,357,100 7 First Street 12-inch Water Line $ 2,236,600 8 East Broadway Street 12-inch Water Line $ 2,185,700 9 Dallas Parkway 16-inch Water Line $ 4,332,600 5-Year Total $ 27,205,100 2029-2033 10 1.5 MG Prosper Road Elevated Storage Tank $ 11,481,600 11 Legacy Drive 12- to 24-inch Water Line $ 5,388,000 12 Frontier Parkway 12-inch Water Line $ 3,471,400 13 Parvin Road 12- and 16-inch Water Line $ 4,999,300 14 FM 1385 12-inch Water Line $ 4,371,400 15 Parvin Road 12-inch Water Line $ 6,317,900 10-Year Total $ 36,029,600 2034-Buildout 16 Expand LPP Firm Pumping Capacity to 40 MGD $ 3,363,800 17 New 5 MG GST $ 11,212,500 Buildout Total $ 14,576,300 CIP Total $ 77,811,000 Page 233 Item 18. !A!A!AUTUT (#UT (#UT (#UT [ÚUT[Ú !A!A(#UT 2.0 MG Prosper Trail Elevated Storage Tank Overflow Elev. = 926 ft. Pump Station LPP Firm Pumping Capacity = 26 MGD) (1) - 6.0 MG Ground Storage Tank (2026) UPP Firm Pumping Capacity = 25 MGD (1) - 3.0 MG Ground Storage Tank (1) - 5.0 MG Ground Storage Tank Meter Vault Improvements Overflow Elev. = 714 ft. 2.0 MG Preston Elevated Storage Tank Overflow Elev. = 926 ft. 2.5 MG Fishtrap Elevated Storage Tank Overflow Elev. = 805 ft. 1.5 MG LPP (2032) Elevated Storage Tank Overflow Elev. = 805 ft. 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Job No.: PRP23229 Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\FINAL_REPORT_PRO_PROJECT\FINAL_REPORT_PRO_PROJECT.aprx\(Figure_3-11)-Water_BO_CIP Updated: Thursday, July 10, 2025 4:15 PM User Name: 08817 PROPOSED IMPROVEMENTS Under Design/Construction (#UT Elevated Storage Tank UT Ground Storage Tank [Ú Pump Station Water Line 5-Year Proposed Improvements !APressure Reducing Valve Water Line 10-Year Proposed Improvements (#UT Elevated Storage Tank Water Line PRESSURE PLANES Upper Pressure Plane Lower Pressure Plane Transfer from UPP to LPP LEGEND !APressure Reducing Valve UT Ground Storage Tank (#UT Elevated Storage Tank [Ú Pump Station 8" and Smaller Water Line 10" and Larger Water Line NTMWD Water Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE 3-11 TOWN OF PROSPER BUILDOUT WATER SYSTEM CAPITAL IMPROVEMENT PROJECTS The timing of projects shown is subject to change based on development patterns. The utility alignments shown in this figure are for illustration purposes only and do not set the alignments. The alignment of each utility will be determined at the time of the engineering design. Buildout Pump Station Improvements Expand LPP Firm Pumping Capacity to 40 MGD (2034) New 5 MG GST (2034) (16 (17 Page 234 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-20 Table 3-7 Wastewater System CIP Summary Project Number Project Name Cost 2023-2028 1 WWTP Lift Station and Force Main Decommissioning $ 299,000 2 South Rutherford Branch Creek 10-inch Trunk Line $ 762,500 3 New 10-inch Trunk Line to Under-Design 30-inch Interceptor $ 1,300,700 4 Glenbrooke 10-inch Interceptor $ 949,400 5 Lakes of Prosper Lift Station Decommissioning and 18-inch Interceptor $ 4,514,900 6 Doe Branch 10- to 15-inch Lines $ 5,643,700 5-Year Total $ 13,470,200 2029-2033 7 University Drive and Dallas Parkway 12- and 15-inch Interceptor $ 3,005,000 8 Gentle Creek 8-inch Gravity Main $ 1,809,000 10-Year Total $ 4,814,000 2034-Buildout 9 Cedar Ridge Estates and Whispering Farms 10-inch Interceptors $ 3,191,900 10 Wilson Creek 10- to 15-inch Interceptors $ 8,678,500 Buildout Total $ 11,870,400 CIP Total $ 30,154,600 Page 235 Item 18. !( ! ! !! !! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! 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GARDEN DRMAGNOLIA DR KEECHICREEKDRALTON WAY Q U A I L HOLLOW LONE SPRINGDR WARREN DR VAQU E RO L N BENNETT TRLHERITAGE W A Y ABBY DR GRIN D S T O N ED R PLUM CT ROSTHERNE DR SEABISCUITRDSPRINGCRE EKTRL BLUEBONNET LN W IMBE R L E Y DR D E V O N S H IR ED R IVYWOOD PLZAIDE WAY MOSSY OAK LNCALVERT PL ELISE LN E D WA R D DR M AVERICKWAY PREAKNESS PL S A M P S O N L N TOPHILL DRAGAVE D R EAGLEMONTDRHORIZON LNSE R ENITY WAYMORGAN DRP R A IR IE C L O V E R RD CORPORATE DR S A N D E R S DRLUCY LNFRES H W A T E R D R CLEVES AVEASTON DR ARROW BROOKE AVE NOTTING HILL DR EDMONDSSTWELWOO D R D S INDEPENDENCE PKWYPRESTON COUN T R Y L N WEBBLNLILLIAN CTAMBER STPEBBLE CREEK DRSWICK LNBENBROOK BLVD RUE DRSNAPDRAGON RD D R Y CRE E K B L V D LA D Y S M A N T L E W A Y EQUESTRIAN WAYS B LUESTEMDRLIT T L E A N N E D R VERMILLION DR COUNTY ROAD 26 BRADFORD DR MAPLEBENDDRCOLLIN CT PRAIRIE TRAIL AVENLUKENBACHDRZENYATTA CT L A N DRUMRDPR IVATE ROAD 5155 WAR ADMIRAL ST PLATTERIVERTRLW I L DR Y E R D G APPLEWOODLN JOHN CAM P B E L L T R L HOLLYHOCKRDSIGNAL HILL DR PRIVATERO A D 5 312SNAPDRAGON CT ATLANTIC LN ROSARIO RDM A P LE HILL L N SWEETWATER W A Y POMONA LNBL U E B E R R Y H I L L D R S LUKENBACH DRSKY LNHICKORY LNED ENDR PLACID TR L CARLTON DR SHADYBROOKDR LEVELLAND PLCREEKPLUMRDADAMS PLMAGNOLIA BLVD SAWYER DR EXECUTIVE DRMALABAR HILL DRBALTIC LN CORN W A L L DR QUENTIN DR READYWAYREZNER BLVD F IR E G L A SS WAY BULL S T GATEWAY DRTUMBLEGRASS RD EASY LN FRISCO STANEM O N E L N RIDGE CREEK LN SHERLUCK CT DROVER CREEK RD ECLIPSE RDSUNNYSIDE DRCOUNTY ROAD 854LANDMARK DRBURKESVILLE LN T A L L M E A D O W WAY WAYBACK DR COFFEE M ILL RDCHESTER DRCOTTAGE LN CHARL O T TEDRANTELOPE CTODYSSEYWAYFAIRHOLME D R HAVANNAH DR EASTBROOK DR COUNTRY VIEW DR ARCTIC DR HARRISBURG LN GALVESTON PLWAVERLY DRKENT LN RANGER R D CLEAR CREEK PKWY CROWNMERE DR SVIRGI NI AHI LL S D R PASEWARK CIR GARDENIA STPR9 01 BLAKELY PL MT EVANS DR NORTHSTARBLVDR A I N W A T E R CREEKWAYNORFOLK LN PA L E STINEDRSADDL EBREDTRL BRACKEN DR TABLEROCKDRPEREGRINEPTPLEASANTRIDGEWAYCARIBBEANDRFRISCO RANCH DR BARNSTORM DRFIELDVIEWCT CORONET AVE HOLLY H OCKDR NOEL DRNEWPORT LNFIELD STHARCOURT AVESWITCHGR ASSST UPLAND TRAIL LNHANCOCK LNSETTLERS DR SMILEY CT DICKENS DRCRAN B R O O K D R GODWIN DR COASTAL DRFRANKLIN DRTHUNDER RDCHEROKEE ROSE TRLFERRERS DR CITATIO N R D COLT LNNAPLES TRLWESTMINSTERAVERIVERVIEWRD BROWNWOOD PL S T I L L H O U S E H O L L O W C T E UNIVERSITY DR JERICO DRWOOD RIVER TRLLONG PARK AVERENNER LNBRUNSWICK DR DALEFORD DR VILLITA ST SANDOWN DR MEADOW TRAIL LN HIGHLANDBAYOUD R GREAT TRL GR A Y F O X L N PARNELL DR SPARROWHAWKDRBRIDGE DRT A LA M O R ELNREMINGTON RD DARLINGTONWAYS A NJUA N AVELIGHTSTONE LNWINTER HILL DR CEDAR TRL HERITAGE DR ELLI S L N LONG BRANCH DR OLD DAIRY FARM RD SAN PEDRO ST MONARCHLN BANCROFT DR CANADIA N R I VERDRNAC O NADRRUGBY LNCAMILLE XING STABLEFOR D S T STALLION TRAIL WAYGR O V E D R HEARTLAND DRHAWKINSAVERAINDROP DRCHAPEL HILL LN A U S TIN BAYOU TRL GEOFFREY ST HUDSONLNSTEINBECKAVEGLADE HILL DRDIXIE DR INWOOD CT BAIRD WAYBRI S CO EDR BEEVILLE CTSHETLA N D R D FARMLAND DRJ E WEEMS BLVDBIDWELL PARK DR BOSWELL DR MOUNT OLIVE AVEFARMINGRDCOTTON F I E L D R D WAKEFIE L DSTMUSKE T BAL L PLLOTTAVEALAMOSARIVERDRCHAMPIONSHIPDRHOLLY CRK HOLLANDWOOD DRHEATHERTO N D R SHASTA CREEK R D APPALOOSA LNGLOUCES T E R D R WHIRLAWAY CT FORES T B N D HANGING GARDEN DRFAIRMONT DROVERLOOK CT ROBIN RD TAHOE WINDS D R SOVEREIGN DR FISKLNGARDENIA RDOL I V E A V E PASSIONFLOWER RD PRIVATE ROAD 5156FORT STOCKTON PL TANNER DR LAK E B R O O K D R HERON DR GLADESIDE AVESPRUCE STFENWAY DR SP EARGRASSDRGRANDE VWPUFFIN LNWALES ST CHESAPEAKE LNAGATHA LNHUBBARDPARKLNDEER RUN LNDODGE TRLPRAN C E R WA YRANCHETTE RD PARAMOUNT WAYCARNOUSTIE LNWHITE CREEK D R M AJESTICPRINCE ST VISTA MEADOW LNDUNSTAN STUNION RD PARISH LNBUSINESS PARK DRASLYNN CI R CHIPPING TRLHADRIAN AVE RAIN LILY ST PLEAT LEAF RDHIDEAWAY RDPRES T W I C K H O L L O W D RPRIVATEROAD5405 WENTWORTH DRORCHARD STAMERICAN PHAROAH WAYSUM MIT HILLS DR ALEXA N D RIAD RVERONA D R COTTONTAIL LN GLADEWATER TER DUDLEY STWHITMAN DRSUMMERFIELD RD HICKORY KNOLL LN G R A S S L A NDDRRIDGEDRTRURO STHOLLAND CTBARCLA Y L N LUPINERDWELLSPRING PKWYRIVER BEND PL LORNA DOONE LNBOONE DRHILLSTONEDROAKDALE DRCENTRAL D RBELLCREST WAYCALIENTE DR SUNDAY SILENCE LN ALEXANDRA LN WIREGRASS RD COUNTFLEET W A Y BRIG H T O N B LVDWACO LN AUTUMN BREEZE DR TIMBER CREEK LN BRINKLEY DRREGAL OAKS DR J ESSIELNCIBOLO CREEK TRLS L A T E W ORTHSTN RED OAK CIR HACKAMORE LN TANNER SQW OWNSBY PKWY IDLEWOOD LN FORT DAVIS PL CUSHMAN RD WAGONW H E E L W AY PROGRESO STBRADFORD STBREN H A M A V E COTT O N W O O DDRBEBINGTON DR MEDITERRANEAN DRGRANT PARK WAYDOVE CREEK CIRB RIDLEPATH P K W Y HARPER R D GREENE STDENA DR HUNTER ST P IP IN G ROCK WAY MERCER WAY AUDI DRPIEDMONT PARK D R WATER STONE CTKOEHN DR ASPEN STDOVE CHASE LNWHARTON AVEFORSYTHE DR PHEASANT RUN STMILLSTO N E W AY HAWKSBURY CT VALERIAN TRLSANDBRO C K PKWY BEAVER DAM LNMAIDENHAIRRDTENNYSON AVETHORN APPLE RDTARTT AVEROCK Y R D T IMBERWOLF LN STARFIRE DR B IG SPRING TRL BLAKE GARDENSUNION WAYCOBBLESTONE CTCREEKVIE W C T S REDWOOD CIROAKHURST DRCARTLAND AVECOLLINGREENDRFULLER DRGARY DR ELK HOLLOW RDSTEELE STHYACINTH WAYDOWNING DR PRONGHORN RD GLEAN ST VALLEY MANOR DR MULLER CREEK D R DANBURY S T WOODSIDE RDD A W N M IS T DRTHOMPSON LNMARY RUTH PL SMITHTON AVE ARBOR OAKS CTCANON E R O S T LAUGHLIN LN PHANTOM LN MEADOWGREENSTTAYLORLNSHOAL VALLEY RDHORSE TAILDR SEDGEMOOR DRCOPPERHEAD LN SKYLOR A V E SPARROW PTHARVEST COVE TRL BECKETT DR PEPPERVINE RD WHIPSAW TRL WRIGHT ST CARNATION RDW A RM SPRINGSLN WAGON WHEEL TRLARROW HEAD LNSINGLE LEAF DR PRESARIO RD GLOWSTONE TRL ZAHARIAS D RLIVEOAKLN TIARA DRBLACKBERR Y S T BLO O M D R HUD S O N D R RIVERSTONE WAYHALPIN AVEPROSPECT STFALCON CT RYDER ROCK RDNOONTID E LN MOONEY DR COPPIN DR BRAZORIA LNTIPPERARY DR SADDLE BRO O K RD WEATHERWOOD DRTURKEY CREEK TRL BEEBRUSH RD BEAR TRAP WAYVALENSON DRBROO K H O L L O W C T SUNSTAR DR PRAIRIE OAK RDPLEASANT DREVENING VWWILD RIDGE DR NOR W I C H D R HEAT H L A N D W A YAINTREE AVESAND TRAP DRPICTON AVEBRY A N T P A R K A V E STEARMAN LN BRELSFORD PL LOV E L L S T FOWNES LINK DRSPENCER LN GENERAL BO NDCTDOVE CREEK STST I L L F O R E S T C T ZACHARY LNGREENBRIAR DRCLIFFSIDE DRCANNEFAX RDHEREFORD PASSDE E P V A L L E Y L N PURPLE PANSY LNANGLETON CTRAEBURN CT BIS H O P C T CROCUS CTFOOTHILLS RDCAVALRY WAYMEADOW LNBUFFALO WAYRINCON BAYOU DR GRIFFITH PARK DRCREEKDALE DRSANTA A N I T A S T BILLY MITCHELL DR HAPPY RDEAG L E DRQU A I L D R TERR A C E W A Y ROCKIN RILEY RD DUFOUR DRSALADO CREEK WAY HA M P T O N C T ELLISON STBEAU PLHISE V I L L E C T HERD DRFOX RUN DRSUFFOLK STLEESBURG CT MUFASA LNJOHNS WAYJUSTIN TRLUNIVERSITY DR UNIVERSITY DR WELLS RDW PUNKCARTE R P K W Y FM 423MAHARD PKWYS DALLAS PKWYN PRESTON RDS COIT RDWOWNSBY PKWY 0 S COIT RDCOUNTY ROAD 50HARRISBURG LNS PRESTON RDS PRESTON RDN DALLAS PKWYW PROSPER TRL S DALLAS PKWYCOUNTY ROAD 26 ROCKHILL PKWY N COIT RDS COIT RDDoeBranch P anther C r e e k WilsonCreekPa rvi n B r a n c h L i t t leElmCreekDoe Branch P a rvin Branch !I 0 1,600 3,200 SCALE IN FEET Created By Freese and Nichols, Inc. Job No.: PRP23229 Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\FINAL_REPORT_PRO_PROJECT\FINAL_REPORT_PRO_PROJECT.aprx\(Figure_3-12)-WW_CIP_BO Updated: Thursday, July 10, 2025 4:15 PM User Name: 08817 FLOW METER BASINS FM Basin 1 FM Basin 2 FM Basin 3 FM Basin 4 FM Basin 5 FM Basin 6 FM Basin 8 FM Basin 9 FM Basin 10 FM Basin POE 1 FM Basin POE 2 FM Basin POE 3 Not Metered LEGEND Existing Wastewater System !Manhole Vä Lift StationTXWWTPWastewater Treatment Plant 8" and Smaller Wastewater Line 10" and Larger Wastewater Line Force Main UTRWD Wastewater Line NTMWD Wastewater Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE 3-12 TOWN OF PROSPER BUILDOUT WASTEWATER SYSTEM CAPITAL IMPROVEMENT PROJECTS The timing of projects shown is subject to change based on development patterns. The utility alignments shown in this figure are for illustration purposes only and do not set the alignments. The alignment of each utility will be determined at the time of the engineering design. PROPOSED IMPROVEMENTS Under Design/Construction "C`Metering Station Vä Lift Station Wastewater Line Decommission Force Main Buildout Proposed Improvements Wastewater Line 5-Year Proposed Improvements Vä Lift Station Wastewater Line Decommission Force Main 10-Year Proposed Improvements Wastewater Line Page 236 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-22 3.7 Water and Wastewater Impact Fee Analysis The impact fee analysis involves determining the utilization of existing and proposed projects required as defined by the CIP to serve new development over the next 10-year time period. For existing or proposed projects, the impact fee is calculated as a percentage of the project cost, based upon the percentage of the project’s capacity required to serve development projected to occur between 2023 and 2033. Capacity serving existing development and development projected in more than 10 years in the future is not impact fee eligible. 3.7.1 Eligible CIP Costs A summary of the costs for each of the projects required for the 10-year growth period used in the impact fee analysis for both the water and wastewater systems are shown in Table 3-6 and Table 3-7, respectively. Costs listed for the existing projects are based on actual design and construction costs provided by the Town. Table 3-8 and Table 3-9 show 2023 percent utilization as the portion of a project’s capacity required to serve existing development. It is not included in the impact fee analysis. The 2033 percent utilization is the portion of the project’s capacity that will be required to serve the Town of Prosper in 2033. The 2023-2033 percent utilization is the portion of the project’s capacity required to serve development from 2023 to 2033. The water and wastewater hydraulic models were used to assist in the calculation of project utilization percentages. The portion of a project’s total cost that is used to serve development projected to occur from 2023 through 2033 is calculated as the total actual cost multiplied by the 2023-2033 percent utilization. Only this portion of the cost is used in the impact fee analysis. The proposed 10-year water system impact fee CIP is shown on Figure 3-13. Proposed 10-year wastewater impact fee CIP is shown on Figure 3-14. Page 237 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-23 Table 3-8 Water System Impact Fee Eligible Project Summary Page 238 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-24 Table 3-9 Wastewater System Impact Fee Eligible Project Summary Page 239 Item 18. !A!A!AUTUT (#UT (#UT (#UT [Ú (#UT (#UT UT[Ú !A!A(#UT 2.0 MG Prosper Trail Elevated Storage Tank Overflow Elev. = 926 ft. Pump Station A1: Meter Vault Improvements A2: LPP Firm Pumping Capacity = 26 MGD A3: UPP Firm Pumping Capacity = 25 MGD A4: (1) - 6.0 MG Ground Storage Tank (2026) (1) - 3.0 MG Ground Storage Tank (1) - 5.0 MG Ground Storage Tank Overflow Elev. = 714 ft. 2.0 MG Preston Elevated Storage Tank Overflow Elev. = 926 ft. 2.5 MG Fishtrap Elevated Storage Tank Overflow Elev. = 805 ft. 1.5 MG LPP (2032) Elevated Storage Tank Overflow Elev. = 805 ft. 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MEMORY LNWATERVI EWTRLG L A C I E R P O IN T CT S COIT RDRAMBLING RD J A CKSBOROLNAMISTAD DRFALCON RDSIBY L L N LONE PINE DRG ENTLE WAY AERO COUNTRY RDY A R R O W S TLAKE TRAIL LN W O O D L A K E PK W Y WORTHINGTONWAYCANY ONL AKEDRDARIAN DR W I NDI NGCREEKRDS ALADADRCRUTCHFIELD DR LITTLE RANCH RD TWIN LAKES DRBONAR RD MATADOR DR TWIN EAGLES DR PEREGRINE DRCATTLE DRBLUEFORESTDRF R IS C O H IL LSB L V D CIRCLE J TRL ROCKHILLPKWY BYRAN RD HOLLYHOCKRDTHACKERY LN OREGON TRL LIGHT FARM S W A Y HERITAGETRLR O S E L A N D PKWYRED DR PRAIRIE CROSSINGL A K E B E N D D R R I V I E R A D R WOODVI EWDRBEDFORD LN O L D FIE L DDR BRISTOL DR A M B E R W OODLNCYPRES S C R E EK WAY STONY TRLOVERTON A V E COUNTY ROAD 50ENCINO DRDOEBRANCHBLVDC Y P R ESSHILLDRM A R I G OLDLN PELICAN DR LAKEVIEW DR STRATTON DR HIDD ENLAKEDRBELMONT DR ALLBRIGHT RD GENTLECREEK TRL HAM M O C K L A K E D R BECK T O N S TCROWN COLONY DRHIGHPOINT DR WILDRIDG EDRACACI A P K W Y CARMELRDHI DDENHA V E N D R SWEETWATER LN CHANDLER CIR A M I STAD A V E L A N C A SHIREL N REDSTEM DRAUSTIN LNEASY LN PROSPER RD E SEVENTH ST RHEA MILLS CI R FAL L HARVESTDREL T ORORDCROO K E D S TICKD R CORRALDR R I V E R S I D E D R R ISING STARBLVDKEMAH PL LIPIZZAN LN M IS T F LO W ERDRMOUNTAIN CREEK LN WATERT R E EDRHARVESTRIDGELNOAK BEND TRLVICTORY WAYMOSSYOAKLNW H I T E R O C K B L V D FORE F R O NT AVE ALDEN LNHAWTHORNDRBL U E B E L L D R BLANCOLNCOUNTY ROAD 970 POLO HEIGHTS DR ARBOL WAY WHEATLANDRDLANCE DR VISTA VIEW LN CANYON RDGE FLAT CREEK TRLSUSANA LNE L L I C O T T D R DUTCH HOLLO W D R PLATT DR MONTICELLO DR C O S T A M ESA DR NBLU E S T E M D RJACEDR PECANVALLEYDRBROADMOORLNDIANNA DR ROSE GARDEN DRFRISCO RANCH DR CLIPSTON DRPRESTONVIEW DR CEDAR SPRINGS DRNPARVINST L A K E R I DGE DR ALTON WAY KNIGHT LN C A L L IO P SISSTQ U A I L HOLLOW LONE SPRING D R KINGSTON LNTEXANA D R COTTON RIDGE RD N E S S EXDR WOODHAVEN DR EVENING SUN DR GRI N D S T O NED R LA SALLE RD PLUM CT RED ROSE TRL SPRING CRE EKTRL PLUM VALLEY D R 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DRBENBROOK BLVD GOLDENBEARLNSABINE DR PLACID TRL TANGLEBR U S H D RCENTENARY DRCREEKPLUMRDADAMS PLLEVELLAND PL BALTIC LNBEACON HILL DRCORNET CTRANCH TRAIL RD ROBINWOODS DR TERESA LN COUNTY ROAD 854COFFEE MILL RDDE S E R T WILLOWDR COTTAGE LN ANTELOPE CTOL D EAGLE RIV E R L N E EIGHTH ST WILLOW RUNCOUNTRY VIEW DR ARCTIC DR HARRISBURG LN CLEAR CREEK PKWY GALVESTON PL HORIZONSDRBURNT PRAI R IE L N SVIRGI NI AHI LL S D R WATERVIEW DR GARDENIA ST STEVENSPOINTDRMT EVANS DR NORFOLK LN LONGMON T L N FERNA N DORDPEREGRINEPTBARNSTORM DRFIELDVIEWCT MOSS HAVEN LNNOEL DRMANASSAS RIDGEMOSSGLENDR NEWPORT LN BEAVER TRL HARCOURT AVESWITCHGR ASSST SETTLERS DR ARROW BROOKE AVE EXECUTIVE DRDICKENS DRCOASTAL DR COYOTE RUNCOUNTY ROAD 6JESSICA LNTHUNDER RDI V Y G L EN C T PENROSE AVEGULFSTRE A M D R CANYON LAKE VIEW S T I L L H O US E H O L L O W C T BROWNWOOD PL CHER R YSPRINGDRMILLTOWN DRSHAREDD RIV E W A Y TYLER DR DO V E R D R KINGSBURY LN BUFFALO HILLS DR F ROST PLSPARROWHILLDR LO G A N SPRINGS DR 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STOCKTON PL MEADOW TRAIL LN RAINWATERCR E E KWAYTIMBER RIDGE RD FENWAY DR COUNTY ROAD 858 ASHBURN DR VAQUERO L N LITTLE R I V E R DR DEBBIE CT COUNTY ROAD 857DEER RUN LNTIMBER WAG O N D R CHESAPEAKE LNJASMINE LNPRAIRIE DOG LN EMER A L D L A K E L N ECHO D R DODGE TRLPOST OAK CTSKYFLOWERLN HALLMARK CTCOTTONTAIL DRGLEN RO S E D RCARNOUSTIE LNVISTA MEADOW LN FAWN MIST DR LOST VALLEYDR SMOKEBRUSH ST CHIPPING TRLELIZABETH LN LARK CIRSOUTHG A T E D RMIDNIGHTTRLKOMRON CT HARVAR D A V E PENSMORE LN WENTWORTH DRMONSTRELL RDHARRELL DR S P RI NGH OUSEWAYSUM MITHILLS DR ALEXA N D RIADR HIDEAWA Y P O I N T E D R D E V O N S H IR E D R GROVE VALE DRBAR C E LONA L N HEARTLAND DRGLADEWATER TER HAZEL GREEN D R WHITMANDRSUMMERFIELD RD HICKORY KNOLL LN G R A S S L A NDDRRIDGEDRDAYLIGHT DRVALLEY GLEN DR WOODLAWN TRLLAKEMONT DRELY C T LONGWOOD DRDAISY C ORNER DR BRIG H T O N B LVDTWELVE OAKS LNDRUMMOND DRWINECUP R D CALIENTE DR COUNTR Y C R E E K LN M E N O M N EETRLAUTUMN BREEZE DR DIMM I T P LBRINKLEY DRREGAL OAKS DR S RED OAK CIR EXETE R D R BETTSLNAVIARY DRCIBOLO CREEK TRLN RED OAK CIR TANNER SQCLEARVIEW DRWILLOWICK LNWAGONW H E E L W AY PROGRESO ST PRICKLY PEAR RD AUDI DRMEADOW VIEW DR FORT DAVIS PL COT TO N W O ODDRKOEHN DR GRANT PARK WAYALVISO RD BEDSTRAW LN MERLIN CT LOCKTON LN PIEDMONT PARKDR RANSOM RIDGE RD DOVE CHASE LN ALEJANDR A L N B UFFALO GAPDRPHEASANT RUN STMILLSTO N E W AY SHADY GROVE LNSWEETGUM RDARBOR CREEKLNHEAVENLYLN CLARITA LNMEDITERRANEANDR TIMBERWOLF LN STARFIRE DR BIG SPRING TRL CHEYENNE MOON LN BLAKE GARDENS SUSSEX DR S REDWOOD C I RMARTIN CREEK DRFOX CROSSING L NNATIONAL PINES DR ATWOO D D R LAUREN CREEK LNLUPINE RD1385 RANCHETTE RD GARY DRMINERAL CREEK TRLELK HOLLOW RDWAVERLY DRBAVARIANDRCHAMA ST CHAMBERLAIN PLHIC KORY HILL RD THOMPSON LNSMITHTON AVE LAUGHLIN LN STEADMAN DRTAYLORLNARBORAVESHOAL VALLEY RDNEWBRAUNFELSDRCASSIDYSTASCOT PL EDGEWATER DRDRY GULCH STARBOR RIDGE CTCOPPERHEA D L N SPIDER LILY RD AMBER DOWNS DR HOPEWELL DRSKYLOR A V E SPARROW PTHARVEST COVE TRL BECKETT DR PEPPERVINE RD PARKVIEW LN BELMON T WAY LEDGENEST DRAZU L LNWESTMORELAND DRDEE R H U R S T P L F OX SQUIRRE L T R L KERRVILLE WAYWINDY HILL LNSTOCK P O R T D R CASSIANO LNVILLA CANALES LN VERNON CT PRESARIO RD PACKHORSEDRZAHARIAS D RLIVE OAK LNGABLES DRNORTHST ROYALWOOD LN BLO O M D R PEQUIN DR HEARTLEAF RDRIVERSTONE WAYMARBLE FALLS PL HUD S O N D R TURKEY CREEK TRL NOONTIDE LN TIPPERARY DR FALCON CT BEEBRUSH RD MAN I T O U D R BROO K H O L L O W C T PRAIRIE OAK RDPEACHTREE DRSUNSTAR DR COUN T Y R O A D 23 CEDARBROOK L N NOR W I C H D RALLEYTON WAYNICHOLAS LNMORROW LN COLONYWO O D D R OMEGA LN SAND TRAP DR S A D D L E H O R N C TBLANCA L NSANTA ANN STB O S H H I DEAW A YRNCHCELESTIAL LN SANDSTONE DRCAPISTRANO RD VALLEY TRLSHADYBANK CT LOVE CT HENRY PL FOWNES LINK DRGENERAL BO NDCTDOVE CREEK STCROSSWIND LNSTRAIGHTAWAY DRCANARY GRASS LNRAEBURN CTNILES CTFRIO RIVER TRLBUFFALO WAYCUSHMAN RD TAHOE DR CEDAR BEND CTGRIFFITH PARK DRSANTA A N I T A S T LEANDER PL REDPINE DR ROCKIN RILEY RD CHALLENGER DR MORNINGSIDE DRSALADO CREEK WAY BARSTOW WAY BRODERICK LN MOROCCO CT WHITNEY CTROSE GARDEN CTPARKSIDE LNRICHMOND CIR CASMIR DRAMHERST DRWINECUP DRMIRAGE D R ESTRELLA LN ALEXIS D R HIDALGO WAYLULLABY LNLUSCOMBE LN JOHNS WAYHYER CIRST JULLIAN STTEEL PKWYSCOITRDPROSPER RD HOPEWELLDRWESTRIDGE BLVDCOUNTY ROAD 50E OWNSBY PKWY ROCKHILL PKWY COUNTY ROAD 26 ROCKHILL PKWY BRAZORIA DRCOIT RD6" 8" 4" 1"2"8"8"8 " 8"8"8"8" 8" 6 " 8"8"8"8"8"8"8" 8" 8" 8" 8 "8"8" 8"8" 8" 8" 8" 8"8"8"8"8"8"8"8"8"8"8" 8 "8"8"8"8" 8"8"8" 8" 8" 8" 8"8"8"8"8"8"8"8"8"8"8"8" 8" 8" 8"6"8"6" 8" 8"8"8" 8" 8"8"8"8"8"8" 8" 6" 8" 6" 8"8"8"8"6"8" 8" 8"8"8" 8" 8" 8" 8" 8" 8"6"8" 8"8"8"6"8 " 8" 8"8"6"8"8"8"8"8" 8"8"8"6"8"8"8" 8" 8" 8" 8" 8 " 8"8"8"8"8"8" 8"8"6"8" 6" 8"8"8"8"8"8"8"6"8"8"8" 8"8"8"6"8"8" 8" 8" 8"8"8" 8" 8"8"8"8"8"8"8"8"8"8"8"8"8" 8" 8"8"8"8"8" 8" 8 " 8"8" 8"8"8"6"8" 8" 8" 8"8"8" 8" 8" 8"8"8"8" 8" 8" 8"8"8"6"8"8"8" 8" 8" 8" 8"8"8" 8" 8"8" 8" 6" 8"6"8"6"8" 8"8"8"8"8" 8" 8" 8" 8"8"8" 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8"8"8" 8"6"8"8"8"8"8"8"8" 8" 8" 8" 8"8"6"4"4"6"6"6"6"6"6"6"6"Doe B r a n c h P anther C r e e k Wi l s onCree k GentleCreek P a rv in B ra nch R u th e r fo r d BranchGent l e C r e e k Parvi n B r a n c h Doe Branch ParvinB r an c h !I 0 1,600 3,200 SCALE IN FEET Created By Freese and Nichols, Inc. Job No.: PRP23229 Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\FINAL_REPORT_PRO_PROJECT\FINAL_REPORT_PRO_PROJECT.aprx\(Figure_3-13)-Water_IF_CIP Updated: Thursday, July 10, 2025 4:15 PM User Name: 08817 IMPACT FEE ELIGIBLE IMPROVEMENTS Existing IF Eligible Improvements (#UT Elevated Storage Tank UT Ground Storage Tank [Ú Pump Station Water Line 5-Year Proposed IF Eligible Improvements !APressure Reducing Valve Water Line 10-Year Proposed IF Eligible Improvements (#UT Elevated Storage Tank Water Line PRESSURE PLANES Upper Pressure Plane Lower Pressure Plane Transfer from UPP to LPP LEGEND !APressure Reducing Valve UT Ground Storage Tank (#UT Elevated Storage Tank [Ú Pump Station 8" and Smaller Water Line 10" and Larger Water Line NTMWD Water Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE 3-13 TOWN OF PROSPER WATER SYSTEM IMPACT FEE ELIGIBLE CAPITAL IMPROVEMENT PROJECTS The timing of projects shown is subject to change based on development patterns. The utility alignments shown in this figure are for illustration purposes only and do not set the alignments. The alignment of each utility will be determined at the time of the engineering design. 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INDEPENDENCE PKWYROBIN RD TAHOE WINDS D R FISKLNGARDENIA RDKNOX STOL I V E A V E PASSIONFLOWER RD PRIVATE ROAD 5156FORT STOCKTON PL TANNER DR CLEARSPRING DRLAK E B R O O K D R HERON DR GLADESIDE AVEFENWAY DRGRANDE VWPUFFIN LNWALES ST CHESAPEAKE LNAGATHA LNHUBBARDPARKLNDODGE TRLPRAN C E R WA YRANCHETTE RD PARAMOUNT WAYCARNOUSTIE LNWHITE CREEK D R M AJESTICPRINCE ST EDMONDS STDUNSTAN STUNION RD PARISH LNBUSINESS PARK DRASLYNN CI R CHIPPING TRLHADRIAN AVE ELLI S L N RAIN LILY ST PLEAT LEAF RDHIDEAWAY RDPRES T W I C K H O L L O W D RPRIVATEROAD5405 ORCHARD STAMERICAN PHAROAH WAYSUM MIT HILLS DR ALEXA N D RIAD RCOTTONTAIL LN GLADEWATER TER DUDLEY STTRAKEHNER TRL WHITMAN DRSUMMERFIELD RD SPARROWHAWKDRG R A S S L A NDDRRIDGEDRTRURO STHOLLAND CTBARCLA Y L N LUPINERDWELLSPRING PKWYRIVER BEND PL LORNA DOONE LNBOONE DRHILLSTONEDROAKDALE DRCENTRAL D RBELLCREST WAYCALIENTE DR SUNDAY SILENCE LN ALEXANDRA LN WIREGRASS RD COUNTFLEET W A Y BRIG H T O N B LVDWACO LN AUTUMN BREEZE DR SPRUCE STTIMBER CREEK LN BRINKLEY DRJ ESSIELNBETTS LNCIBOLO CREEK TRLN RED OAK CIR HACKAMORE LN W OWNSBY PKWY SANPAULOSTIDLEWOOD LN FORT DAVIS PL CUSHMAN RD WAGONW H E E L W AY BRADFORD STBREN H A M A V E COTT ON W O O DDRBEBINGTON DR GRANT PARK WAYDOVE CREEK CIRHARPE R R D GREENE STSHIR E LNHUNTER ST ALVARADO DR P IP IN G ROCK WAY MERCER WAY AUDI DRPIEDMONT PARK D R WATER STONE CTSPLIT BARK LNASPEN STPELICAN RD DOVE CHASE LNWHARTON AVEFLAGSTONE DRMEADOW LN FORSYTHE DR PHEASANT RUN STMILLSTO N E W AY HAWKSBURY CT VALERIAN TRLSANDBRO C K PKWY BEAVER DAM LNMAIDENHAIRRDTENNYSON AVETHORN APPLE RDTARTT AVEROCK Y R D TIMBERWOLF LNBIGSPRINGTRL BRISTOL ST UNION WAYSUSSEX DR CREEKVIE W C T HILL COUNTRY PL S REDWOOD CIROAKHURST DRBRIDLE PATH P K W Y CARTLAND AVECOLLINGREENDRFULLER DRGARY DR ELK HOLLOW RDSTEELE STHYACINTH WAYPRONGHORN RD GLEAN ST VALLEY MANOR DR MULLER CREEK D R DANBURY S T D A W N M IS T DRTHOMPSON LNMARY RUTH PL SMITHTON AVE ARBOR OAKS CTCANON E R O S T LAUGHLIN LN PHANTOM LN S T O N EWOOD D RMEADOWGREENSTTAYLORLNSHOAL VALLEY RDSEDGEMOOR DRCOUNTY RO A D 8 53 COPPERHEAD LN TALONC T SKYLOR A V E SPARROW PTBECKETT DR PEPPERVINE RD RIVERSIDE D R WHIPSAW TRL CARNATION RDW A RM SPRINGSLN ARROW HEAD LNSINGLE LEAF DR PRESARIO RD GLOWSTONE TRL ZAHARIAS D RLIVEOAKLN TIARA DRBLO O M D R HUD S O N D R RIVERSTONE WAYHALPIN AVEPROSPECT STFALCON CT BORDERLAND LNRYDER ROCK RDNOONTID E LN MOONEY DR LACEY DR COPPIN DR BRAZORIA LNTIPPERARY DR SADDLE BRO O K RD WEATHERWOOD DRTURKEY CREEK TRL BEEBRUSH RD BEAR TRAP WAYVALENSON DRPRAIRIE OAK RDEVENING VWHEAT H L A N D W A YAINTREE AVESAND TRAP DRPICTON AVESTEARMAN LN BRELSFORD PL BELLAIRE ST HITCH RACK WAY SPENCER LN GENERAL BO NDCTDOVE CREEK STST I L L F O R E S T C T ZACHARY LNGREENBRIAR DRCLIFFSIDE DRCANNEFAX RDHEREFORD PASSDE E P V A L L E Y L N PURPLE PANSY LNANGLETON CTRAEBURN CT BIS H O P C T CROCUS CTFOOTHILLS RDCAVALRY WAYMISSIO N D RWINDMILL CTBUFFALO WAYGLASS LNRINCON BAYOU DR GRIFFITH PARK DRCREEKDALE DRWESTVIEW CT SANTA A N I T A S T BILLY MITCHELL DR HAPPY RDEAG L E DR Q U A I L D R TERR A C E W A Y ROCKIN RILEY RD G L O R Y L I L Y D R DUFOUR DRSALADO CREEK WAY HA M P T O N C TBEAU PL HERD DR AVONDALE CT FOX RUN DRSUFFOLK STLEESBURG CT MUFASA LNS LEGACY DRJOHNS WAYJUSTIN TRLN COIT RDS DALLAS PKWYS COIT RDCOUNTY ROAD 26 W PROSPER TRLCOUNTY ROAD 50WELLS RDSCOITRD0 WOWNSBY PKWY S COIT RDN DALLAS PKWYFM 423UNIVERSITY DR HARRISBURG LN W PUNK CARTER PKWY S PRESTON RDMEADOW LN W PUNKCARTE R PK W Y UNIVERSITY DR ROCKHILL PKWY Doe B r a n c h P anther C r e e k Wi l s onCreek ParvinB r an c h L i t t leElmCreekPa rvin Branch Doe Branch !I 0 1,600 3,200 SCALE IN FEET Created By Freese and Nichols, Inc. Job No.: PRP23229 Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\FINAL_REPORT_PRO_PROJECT\FINAL_REPORT_PRO_PROJECT.aprx\(Figure_3-14)-WW_IF_CIP Updated: Thursday, July 10, 2025 4:15 PM User Name: 08817 FLOW METER BASINS FM Basin 1 FM Basin 2 FM Basin 3 FM Basin 4 FM Basin 5 FM Basin 6 FM Basin 8 FM Basin 9 FM Basin 10 FM Basin POE 1 FM Basin POE 2 FM Basin POE 3 Not Metered LEGEND Existing IF Eligible Improvements "C`Metering Station Vä Lift Station Wastewater Line Force Main 5-Year Proposed IF Eligible Improvements Vä Lift Station Wastewater Line Decommission Force Main 10-Year Proposed IF Eligible Improvements Wastewater Line Existing Wastewater System !Manhole Vä Lift Station TXWWTP Wastewater Treatment Plant 8" and Smaller Wastewater Line 10" and Larger Wastewater Line Force Main UTRWD Wastewater Line NTMWD Wastewater Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE 3-14 TOWN OF PROSPER WASTEWATER SYSTEM IMPACT FEE ELIGIBLE CAPITAL IMPROVEMENT PROJECTS The timing of projects shown is subject to change based on development patterns. The utility alignments shown in this figure are for illustration purposes only and do not set the alignments. The alignment of each utility will be determined at the time of the engineering design. Page 241 Item 18. Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-27 3.7.2 Service Units The maximum impact fee may not exceed the amount determined by dividing the cost of capital improvements required by the total number of service units attributed to new development during the impact fee eligibility period. A water service unit is defined as the service equivalent to a water connection for a single-family residence. The Town of Prosper does not directly meter wastewater flows and bills for wastewater services based on the customer’s water consumption. Therefore, a wastewater service unit is defined as the wastewater service provided to a customer with a water connection for a single-family residence. The service associated with public, commercial, and industrial connections is converted into service units based upon the capacity of the meter used to provide service. The number of service units required to represent each meter size is based on the safe maximum operating capacity of the appropriate meter type. The Town primarily uses displacement meters size 2-inch and smaller for domestic service. Turbine meters are reserved for high flow service like irrigation. Compound meters are typically used for sizes greater than 2-inches. Compound meters are typically used for customers that have a large range of flows like a school, car wash or restaurant. The Town of Prosper provided the safe maximum operating capacity for each meter size based on guidance from Neptune meters. The service unit equivalent for each meter size used by the Town is listed in Table 3-10. Typically, in Prosper, single-family residences are served with 1-inch positive displacement water meters. Larger meters represent multi-family, public, commercial, and industrial water use. The Town provided data that included the meter size of each active water meter as of March 2024. Table 3-11 shows the actual number of water meters assumed for 2023 and the projected number of water meters for 2033. Table 3-12 shows the wastewater service units for 2023 and the projected service units for 2033. Page 242 Item 18. Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-28 Table 3-10 Service Unit Equivalencies Meter Size Meter Type Safe Maximum Operating Capacity (gpm)(1) Service Unit Equivalent 1" Displacement 50 1.0 1-1/2" Displacement 100 2.0 1-1/2" Turbine 160 3.2 2" Displacement 160 3.2 2" Turbine 200 4.0 3" Compound 450 9.0 3" Turbine 450 9.0 4" Compound 1,000 20.0 4" Turbine 1,200 24.0 6" Compound 2,000 40.0 6" Turbine 2,500 50.0 8" Turbine 4,000 80.0 10" Turbine 6,500 130.0 (1) Safe maximum operating capacity is based on Neptune Technology Meter capacities provided by the Town of Prosper. Table 3-11 Water Service Units Meter Size 2023 Meters(2) 2023 Service Units(1) 2033 Meters 2033 Service Units(1) Growth in Service Units(1) 5/8" 2,146 858 2,146 858 0 1" 10,984 10,984 20,461 20,461 9,477 1 1/2" 129 258 255 510 252 2" 233 746 557 1,782 1,036 3" 18 162 39 351 189 4" 13 260 34 680 420 6" 0 0 2 80 80 Total 13,523 13,268 23,494 24,722 11,454 (1)Assumed all meters were displacement (5/8” through 2”) or compound types (3” through 6”) for the purpose of calculating service units. (2) Meters smaller than 1” have been grandfathered into the system. All future water meters will be 1” or larger. Page 243 Item 18. Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-29 Table 3-12 Wastewater Service Units Meter Size 2023 Meters(2) 2023 Service Units(1) 2033 Meters 2033 Service Units(1) Growth in Service Units(1) 5/8" 2,027 811 2,027 811 0 1" 10,391 10,391 19,868 19,868 9,477 1 1/2" 121 242 247 494 252 2" 212 679 536 1,715 1,036 3" 17 153 38 342 189 4" 12 240 33 660 420 6" 0 0 2 80 80 Total 12,780 12,516 22,751 23,970 11,454 (1)Assumed all meters were displacement (5/8” through 2”) or compound (3” through 6”) types for the purpose of calculating service units. (2) Meters smaller than 1” have been grandfathered into the system. All future water meters will be 1” or larger. 3.7.3 Maximum Impact Fee Calculations Texas Government Code Chapter 395 outlines the procedures and requirements for calculating maximum allowable impact fees to recover costs associated with capital improvement projects needed due to growth over a 10-year period. Chapter 395 also requires a plan that addresses possible duplication of payments for capital improvements. This plan can either provide a credit for the portion of revenues generated by new development that is used for the payment of eligible improvements, including payment of debt, or reduce the total eligible project costs by 50 percent. The Town of Prosper has selected to utilize the reduction of the total eligible project costs by 50 percent to determine the maximum allowable impact fees. Chapter 395 of the Texas Local Government Code states that the maximum impact fee may not exceed the amount determined by dividing the cost of capital improvements required by the total number of service units attributed to new development during the impact fee eligibility period less the credit to account for water and wastewater revenues used to finance CIPs. The total projected costs include the projected capital improvements costs to serve 10-year development, the projected finance cost for the capital improvements, and the consultant cost for preparing and updating the CIP. A 4.0% interest rate was used to calculate financing costs. Table 3-13 displays the maximum allowable impact fee for water and wastewater by meter size. Page 244 Item 18. Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-30 Water Impact Fee: Impact Fee Eligible Capital Improvements Costs $102,611,265 Financing Costs $34,131,730 Total Eligible Costs $136,742,995 Growth in Service Units 11,454 Maximum Water Impact Fee = Total Eligible Costs/Growth in Service Units = $136,742,995/11,454 = $11,938 per Service Unit Maximum Allowable Water Impact Fee = Maximum Impact Fee – Credit (50%) = $11,938 - $5,969 = $5,969 per Service Unit Wastewater Impact Fee: Impact Fee Eligible Capital Improvements Costs $144,769,681 Financing Costs $48,154,943 Total Eligible Costs $192,924,624 Growth in Service Units 11,454 Maximum Wastewater Impact Fee = Total Eligible Costs/Growth in Service Units = $192,924,624/11,454 = $16,843 per Service Unit Maximum Allowable Wastewater Impact Fee = Maximum Impact Fee – Credit (50%) = $16,843 - $8,421 = $8,421 per Service Unit Page 245 Item 18. Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-31 Table 3-13 Impact Fee by Meter Size Meter Size Meter Type Service Unit Equivalent Water Fee(1) Wastewater Fee(1) 1" Displacement 1.0 $ 5,969 $ 8,421 1-1/2" Displacement 2.0 $ 11,938 $ 16,842 1-1/2" Turbine 3.2 $ 19,101 $ 26,947 2" Displacement 3.2 $ 19,101 $ 26,947 2" Turbine 4.0 $ 23,876 $ 33,684 3" Compound 9.0 $ 53,721 $ 75,789 3" Turbine 9.0 $ 53,721 $ 75,789 4" Compound 20.0 $ 119,380 $ 168,420 4" Turbine 24.0 $ 143,256 $ 202,104 6" Compound 40.0 $ 238,760 $ 336,840 6" Turbine 50.0 $ 298,450 $ 421,050 8" Turbine 80.0 $ 477,520 $ 673,680 10" Turbine 130.0 $ 775,970 $ 1,094,730 (1) Based on maximum allowable water and wastewater impact fees. Page 246 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-1 4.0 ROADWAY IMPACT FEE ANALYSIS Chapter 395 of the Texas Local Government Code prescribes that roadway impact fees have service areas that are limited to six-miles, and within the Town limits, to ensure that capital improvements are built within the vicinity of new growth. Two service areas, bisected by the BNSF Railroad, were created as part of the initial program and remain the same today. Therefore, land use assumptions, capital improvements programming, and resultant impact fees are derived and administered for each service area. Capital improvements programming is rooted in the official Thoroughfare Plan of Prosper. Roadways classified as arterial, or collector class facilities are eligible for inclusion into the impact fee program. The recommended improvements for this programmatic update align with the Thoroughfare Plan and are aimed to address growth over the ten-year planning period. 4.1 Methodology A series of work tasks were undertaken as part of this programmatic update and are described below. 1. Meetings were held with the Town Staff and the Capital Improvements Advisory Committee (CIAC) to discuss the methodology to be used in the update. 2. The roadway service area structure was retained from the previous 2017 study. 3. Vehicle-miles of travel in the PM peak hour were retained as the service unit measure for roadway impact fee calculations. 4. A roadway conditions inventory was conducted to update lane geometries, roadway classifications and segment lengths, as necessary, of facilities in the impact fee program. Using updated traffic volumes provided by the Town, service area deficiencies were identified within the network. 5. Projected growth (vehicle-miles) by service area over the ten-year planning period was forecasted using the defined Land Use Assumptions (Chapter 2) along with updated land use equivalencies of residential, office, industrial and commercial development. Projected growth between the years 2023 and 2033 of population and employment are detailed in Section 4.2. 6. The previous roadway impact fee capital improvements program (IFCIP) was reviewed to ensure excess capacity remained in the program and to incorporate revised growth figures for each service area. Town staff identified completed projects and updated the program. Page 247 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-2 7. Roadway cost data of construction, engineering, and right-of-way for planned impact fee projects were developed and compiled by service area based on data provided by the Town. For recently completed projects, actual costs were incorporated into the service area database. 8. For each service area, the cost of capacity provided by the CIP, cost attributable to ten-year growth, and the maximum cost per service unit were calculated. A credit of 50% was applied to the cost of the road CIP. 9. The Land Use Equivalency Table (service unit generation for specific land use categories) was updated to incorporate new trip rate and trip length data. Trip rate data was obtained from Trip Generation, 11th Edition by the Institute of Transportation Engineers (ITE). Trip length statistics of land use types were obtained from the NCTCOG travel demand model statistics and National Household Travel Survey data. 4.2 Roadway Impact Fee Calculation Inputs 4.2.1 Land Use Assumptions Land use assumptions, presented in Section 2 of this report, detail forecasted demographic growth between 2023 and 2033 in Prosper. For roads, non-residential development expressed in terms of employment, were defined because of the different travel characteristics associated with these land use types. Data was derived by road service area as shown in Figure 4-1. Table 4-1 presents the land use assumptions utilized in the roadway impact fee component. Population and employment estimates and projections were all compiled in accordance with the following categories: 1. Dwelling Units: Number of dwelling units, both single and multi-family. 2. Employment: Square feet of building area based on three different classifications listed below. Each classification has their own unique trip making characteristics. • Retail: Land use activities which provide for the retail sale of goods that primarily serve households and whose locations choice is oriented toward the household sector, such as grocery stores and restaurants. • Service: Land use activities which provide personal and professional services such as government and other professional administrative offices. Page 248 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-3 • Basic: Land use activities that produce goods and services such as those that export outside of the local economy, such as manufacturing, construction, transportation, wholesale, trade, warehousing, and other industrial uses. Table 4-1 Land Use Assumptions for Roadway Impact Fees SA Year Population Employment Basic Service Retail Total SA 1 (W of RR) 2023 16,486 418 3,139 375 3,932 2033 34,454 1,365 11,044 1,143 13,552 SA 2 (E of RR) 2023 22,357 601 4,523 541 5,665 2033 29,983 1,090 8,821 916 10,827 4.2.2 Capital Improvements Plan The Town has identified the Town-funded transportation projects needed to accommodate the projected growth within the Town. The CIP for Roadway Impact Fees is made up of: • Recently completed projects with excess capacity available to serve new growth; • Projects currently under construction; and • Remaining projects needed to complete the Town’s Master Thoroughfare Plan (MTP). The defined roadway CIP is listed by service area in Table 4-2 and Table 4-3, and mapped in Figure 4-1. Defined projects in the CIP, their limits, project length and project status (new or recoupment as a result of completion) are detailed. The CIP was developed in conjunction with input from Town Staff and represents those projects that will be needed to accommodate the growth projected in the Land Use Assumptions (see Section 4.2.1). Page 249 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-4 Table 4-2 10-Year Capital Improvements Plan for Roadway Impact Fees – Service Area 1 Reference Project Length Added Thoroughfare Plan Pct. in CIP No.Roadway From To Status (mi)Lanes Description Serv. Area 5280 1-Gee-a Gee Rd 0.187 mi N of US 380 First St Recoup 0.65 2 Major Thoroughfare 100% 1-Gee-b Gee Rd 0.187 mi N of US 380 First St New 0.65 2 Major Thoroughfare 100% 1-Gee-c Gee Rd US 380 0.187 mi N of US 380 New 0.07 2 Major Thoroughfare 100% 1-Gee-d Gee Rd First St FM 1385 New 0.97 4 Major Thoroughfare 100% 1-Tel-a Teel Pkwy US 380 871ft N of US 380 Recoup 0.17 2 Major Thoroughfare 100% 1-Tel-c Teel Pkwy First St 314 ft S of First St Recoup 0.05 2 Major Thoroughfare 100% 1-Tel-b Teel Pkwy 871ft N of US 380 314 ft S of First St Recoup 0.51 2 Major Thoroughfare 100% 1-Tel-d Teel Pkwy US 380 First St New 0.73 2 Major Thoroughfare 100% 1-Tel-e Teel Pkwy First St 381 ft N of Roundtree Dr New 0.56 2 Major Thoroughfare 100% 1-Tel-f Teel Pkwy 88 ft N of N Windsong Pkwy381 ft N of Roundtree Dr Recoup 0.36 2 Major Thoroughfare 100% 1-Tel-g Teel Pkwy 88 ft N of N Windsong PkwyProsper Trl New 0.30 2 Major Thoroughfare 100% 1-Tel-h Teel Pkwy First St Parvin Rd New 1.77 2 Major Thoroughfare 100% 1-Tel-i Teel Pkwy Prosper Trl Parvin Rd New 1.23 2 Major Thoroughfare 100% 1-Lgy-b Legacy Dr Scarlet First St New 0.41 4 Major Thoroughfare 100% 1-Lgy-a Legacy Dr US 380 Scarlet Dr Recoup 0.60 4 Major Thoroughfare 100% 1-Lgy-c Legacy Dr US 380 First St New 1.00 2 Major Thoroughfare 100% 1-Lgy-f Legacy Dr Prosper Trl Parvin Rd New 0.57 2 Major Thoroughfare 100% 1-Lgy-g Legacy Dr Prosper Trl Parvin Rd New 0.57 2 Major Thoroughfare 100% 1-Lgy-h Legacy Dr Parvin Rd Frontier Pkwy New 0.47 2 Major Thoroughfare 50% 1-Lgy-i Legacy Dr Parvin Rd Frontier Pkwy New 0.47 2 Major Thoroughfare 50% 1-Lgy-d Legacy Dr First St Prosper Trl New 1.09 2 Major Thoroughfare 100% 1-Lgy-e Legacy Dr First St Prosper Trl New 1.09 2 Major Thoroughfare 100% 1-Rd-a New Road A US 380 First St New 1.01 2 Commercial Collector 100% 1-Rd-c New Road C New Road B Greenwood Memorial Dr New 0.31 3 Commercial Collector 100% 1-Rd-b New Road B Prosper Trl Frontier Pkwy New 1.01 2 Commercial Collector 100% 1-Pvn-a Parvin Rd FM 1385 0.61 mi W of Legacy Drive New 2.84 2 Major Thoroughfare 50% 1-Pvn-b Parvin Rd FM 1385 0.61 mi W of Legacy Drive New 2.84 2 Major Thoroughfare 50% 1-FP-a Frontier Pkwy Legacy Dr DNT New 1.08 2 Major Thoroughfare 50% 1-FP-b Frontier Pkwy Legacy Dr DNT New 1.08 2 Major Thoroughfare 50% 1-FP-c Frontier Pkwy DNT BNSF RR Recoup 1.08 2 Major Thoroughfare 50% 1-FP-d Frontier Pkwy DNT BNSF RR New 1.08 2 Major Thoroughfare 50% 1-MP-a Mahard Pkwy US 380 Prairie Dr Recoup 0.36 4 Major Thoroughfare 100% 1-MP-b Mahard Pkwy Prairie Dr 500 N of Prairie Dr Recoup 0.10 2 Major Thoroughfare 100% 1-MP-c Mahard Pkwy Prairie Dr 500 N of Prairie Dr New 0.10 2 Major Thoroughfare 100% 1-MP-d Mahard Pkwy 500 N of Prairie Dr Lovers Lane New 0.13 4 Major Thoroughfare 100% 1-Saf-a Safety Way DNT Mike Howard Recoup 0.48 2 Commercial Collector 100% 1-PT-a Prosper Trl Teel Pkwy 2550' E of Teel Pkwy New 0.77 2 Minor Thoroughfare 100% 1-PT-b Prosper Trl 1617' E of Teel Pkwy 3149' E of Teel Pkwy New 0.29 2 Minor Thoroughfare 100% 1-PT-c Prosper Trl 3149' E of Teel Pkwy Legacy Dr New 0.30 2 Minor Thoroughfare 100% 1-PT-d Prosper Trl Legacy Dr DNT New 1.09 2 Minor Thoroughfare 100% 1-PT-e Prosper Trl DNT BNSF RR Recoup 0.88 2 Minor Thoroughfare 100% 1-1st-a First St Gee Rd Teel Pkwy Recoup 1.19 2 Minor Thoroughfare 100% 1-1st-b First St Teel Pkwy Stuber E.S.Recoup 1.01 2 Minor Thoroughfare 100% 1-1st-c First St Stuber E.S.DNT New 1.41 2 Minor Thoroughfare 100% 1-1st-d First St DNT BNSF RR New 0.68 2 Minor Thoroughfare 100% 1-PD-a Prairie Dr Teel Pkwy 290 ft W of Waters Edge Way New 0.52 4 Minor Thoroughfare 100% 1-PD-b Prairie Dr 290 ft W of Waters Edge WayShawnee Trl Recoup 1.64 4 Minor Thoroughfare 100% 1-ST-a Shawnee Trl Prairie Dr Lovers Lane Recoup 0.22 4 Minor Thoroughfare 100% 1-ST-c Shawnee Trl Star Trace Pkwy 982 ft N of Caruth Dr Recoup 1.09 2 Minor Thoroughfare 100% 1-ST-b Shawnee Trl Lovers Lane Star Trace Pkwy New 0.88 4 Minor Thoroughfare 100% 1-ST-d Shawnee Trl Star Trace Pkwy 982 ft N of Caruth Dr New 1.09 2 Minor Thoroughfare 100% 1-ST-e Shawnee Trl 982 ft N of Caruth Dr Frontier Pkwy New 0.46 4 Minor Thoroughfare 100% 1-LL-b Lovers Lane DNT BNSF RR New 0.59 4 Minor Thoroughfare 100% 1-LL-a Lovers Lane Mahard Pkwy DNT New 0.72 4 Minor Thoroughfare 100% 1-Mik-a Mike Howard First St 1,200 ft S of Prosper Trl Recoup 0.76 2 Commercial Collector 100% Page 250 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-5 Table 4-3 10-Year Capital Improvements Plan for Roadway Impact Fees – Service Area 2 Reference Project Length Added Thoroughfare Plan Pct. in CIP No.Roadway From To Status (mi)Lanes Description Serv. Area 5280 2-Ct-a Coit Rd US 380 First St New 1.01 2 Major Thoroughfare 100% 2-Ct-b Coit Rd First St Frontier Pkwy New 2.00 2 Major Thoroughfare 100% 2-Ct-c Coit Rd First St Frontier Pkwy New 2.00 2 Major Thoroughfare 100% 2-FP-a Frontier Pkwy BNSF RR Preston Rd Recoup 1.01 2 Major Thoroughfare 50% 2-FP-b Frontier Pkwy BNSF RR Preston Rd New 1.01 2 Major Thoroughfare 50% 2-PT-a Prosper Trl BNSF RR Preston Rd Recoup 1.11 2 Minor Thoroughfare 100% 2-PT-c Prosper Trl 560' E of Preston Rd Coit Rd Recoup 0.83 2 Minor Thoroughfare 100% 2-PT-b Prosper Trl 560' E of Preston Rd Preston Rd Recoup 0.18 2 Minor Thoroughfare 100% 2-PT-d Prosper Trl 864' E of Coit Rd Custer Rd New 1.76 2 Minor Thoroughfare 100% 2-1st-a First St BNSF RR N Coleman St New 0.37 2 Minor Thoroughfare 100% 2-1st-b First St N Coleman St Craig St New 0.46 2 Minor Thoroughfare 100% 2-1st-c First St Craig St Coit Rd Recoup 1.51 2 Minor Thoroughfare 100% 2-1st-d First St Coit Rd Custer Rd Recoup 2.06 2 Minor Thoroughfare 100% 2-RB-a Richland Blvd Coleman Lovers Lane Recoup 0.56 4 Minor Thoroughfare 100% 2-RB-b Richland Blvd Lovers Lane 287' W of La Cima New 0.37 4 Minor Thoroughfare 100% 2-RB-c Richland Blvd 287' W of La Cima 160' E of La Cima Recoup 0.41 4 Minor Thoroughfare 100% 2-RB-d Richland Blvd 160' E of La Cima Prosper Commons New 0.45 4 Minor Thoroughfare 100% 2-Col-a Coleman St Richland Blvd Lovers Lane Recoup 0.27 2 Minor Thoroughfare 100% 2-Col-b Coleman St Lovers Lane First St New 0.38 2 Minor Thoroughfare 100% 2-Col-c Coleman St Gorgeous Rd Prosper Trl New 0.50 2 Minor Thoroughfare 100% 2-Col-d Coleman St Prosper Trl Talon New 0.61 2 Minor Thoroughfare 100% 2-Col-e Coleman St Talon Victory Way Recoup 0.46 2 Minor Thoroughfare 100% 2-Col-f Coleman St Victory Way Preston Rd Recoup 0.51 4 Minor Thoroughfare 100% 2-LL-b Lovers Lane Gateway Dr US 380 Recoup 1.12 4 Minor Thoroughfare 100% 2-LL-a Lovers Lane BNSF RR Gateway Dr New 0.29 4 Minor Thoroughfare 100% 2-Vty-a Victory Way Coleman St Frontier Pkwy Recoup 0.36 2 Minor Thoroughfare 100% 2-Vty-b Victory Way Coleman St Frontier Pkwy New 0.36 2 Minor Thoroughfare 100% 2-Mck-a McKinley St Gorgeous Rd W 5th St Recoup 0.22 2 Old Town District 100% 2-Mck-b McKinley St Gorgeous Rd Coleman St New 0.18 2 Old Town District 100% 2-Crg-a Craig Rd Preston Rd West Broadway St New 0.42 2 Commercial Couplet 100% 2-WB-a West Broadway StCraig Preston Rd New 0.21 2 Old Town District 100% Page 251 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-6 Figure 4-1 CIP for Roadway Impact Fees Page 252 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-7 4.2.3 Service Area Chapter 395 requires that service areas be defined for roadway impact fees to ensure that facility improvements are in proximity to areas generating needs. Legislative requirements stipulate that roadway service areas be limited to a six-mile maximum and must be located within the current Town limits. Transportation service areas are different from water and wastewater systems, which can include the Town limits and its ETJ or other defined service area. This is primarily because roadway systems are "open" to both local and regional (non-Town) use as opposed to a defined level of utilization from residents within a water and wastewater system. The result is that new development can only be assessed an impact fee based on the cost of necessary capital improvements within that service area. Two roadway service areas, illustrated in Figure 4-1, were retained in this update with revisions made to include any annexations since the last programmatic update. 4.2.4 Service Units Service units establish a relationship between roadway projects and demand placed on the street system by development, as well as provide the ability to calculate and assess impact fees for specific development proposals. As defined in Chapter 395, "Service unit means a standardized measure of consumption, use, generation, or discharge attributable to an individual unit of development in accordance with generally accepted engineering or planning standards for a particular category of capital improvements or facility expansions." To determine the roadway impact fee for a particular development, the service unit must accurately identify the impact that the development will have on the major roadway system (i.e., arterial and collector roads) serving the development. This impact is a combination of the number of new trips generated by the development, the particular peaking characteristics of the land-use(s) within the development, and the length of each new trip on the transportation system. The service unit must also reflect the capacity provided by the roadway system and the demand placed on the system during peak, or design, conditions. Transportation facilities are designed and constructed to accommodate volumes expected to occur during peak hours (design hours). These peak hour volumes typically occur during the typical weekday as motorists travel to and from work. Page 253 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-8 The vehicle-mile during the PM peak hour serves as the service unit for impact fees in Prosper. This service unit establishes a more precise measure of capacity, utilization and intensity of land development through the use of published trip generation data. It also recognizes legislative requirements regarding trip length. Another aspect of the service unit is the service volume that is provided (supplied) by a lane-mile of roadway facility. This number, also referred to as capacity, is a function of the facility type, facility configuration, number of lanes, and level of service. The hourly service volumes used in the Roadway Impact Fee Update are based upon Thoroughfare Capacity Criteria published by the NCTCOG and a review of its travel demand model hourly capacities. Table 4-4 and Table 4-5 show the service volumes utilized in this report. Table 4-4 Service Capacity for Proposed Facility Types Roadway Type (Classification) Median Configuration Hourly Vehicle-Mile Capacity per Lane-Mile of Roadway Facility Collector Street (2LC) Undivided 450 Commercial Couplet (3L) Undivided 500 Minor Thoroughfare (4UA) Undivided 525 Minor Thoroughfare (4LD) Divided 650 Ultimate Major Thoroughfare (6LD) Divided 700 Table 4-5 Service Capacity for Existing Facility Types Roadway Type Description Hourly Vehicle-Mile Capacity per Lane-Mile of Roadway Facility 2UR Rural Cross-Section (i.e., gravel, dirt, etc.) 150 2UA Two lane undivided – Arterial Type 700 2UC Two lane undivided – Collector Type 450 3SC Three lane undivided (TWLTL) – Collector Type 500 3SA Three lane undivided (TWLTL) – Arterial Type 700 4UA Four lane undivided – Arterial Type 525 4DA Four lane divided – Arterial Type 650 5SA Five lane undivided (TWLTL) – Arterial Type 700 6DA Six lane divided – Arterial Type 700 SRA Strategic Regional Arterial 925 Page 254 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-9 4.2.5 Cost Per Service Unit A fundamental step in the impact fee process is to establish the cost for each service unit. For roadways, this is the cost per vehicle-mile of capacity provided by the impact fee CIP improvements. This cost per service unit is the cost to construct a roadway (lane-mile) needed to accommodate a vehicle-mile of growth and is aligned with level of service corresponding to the Town’s standards. The costs for service units are calculated based on the specific list of projects within each service area. The cost per service unit is also rooted in capacity necessitated to address forecasted ten-year growth by service area. Chapter 395 requires that only the cost attributable to growth be considered in the impact fee calculation (see Section 4.4). 4.2.6 Cost of the CIP In general, those costs associated with implementation of a roadway are eligible for inclusion and into the CIP and include design, right-of-way acquisition, and construction. Debt service is also eligible for inclusion. It is important to note that upon completion of the capital improvements identified in the CIP, the Town must recalculate the impact fee using the actual costs and make refunds if the difference of actual cost, less the impact fee paid, is greater than 10 percent. To prevent this situation, conservative estimates of project cost are considered. Chapter 395.012 identifies roadway costs eligible for impact fee recovery. The law states that: “An impact fee may be imposed only to pay the cost of constructing capital improvements for facility expansions, including and limited to the construction contract price, surveying and engineering fees, land acquisition costs, including land purchases, court awards and costs, attorney fees, and expert witness fees; and fees actually paid or contracted to be paid to an independent qualified engineer or financial consultant preparing or updating the capital improvements plan who is not an employee of the political subdivision.” “Projected interest charges and other finance costs may be included in determining the amount of impact fees only if the impact fees are used for the payment of principal and interest on bonds, notes, or other obligations issued by or on behalf of the political subdivision to finance the capital improvements or facility expansions identified in the capital improvements plan and are not used to reimburse bond funds expended for facilities that are not identified in the capital improvements plan.” The following details the individual cost components of the impact fee CIP. Page 255 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-10 Construction: Construction costs include those costs which are normally associated with construction, including: paving, dirt work (including sub-grade preparation, embankment fill and excavation), clearing and grubbing, retaining walls or other slope protection measures, and general drainage items which are necessary in order to build the roadway and allow the roadway to fulfill its vehicle carrying capability. Individual items may include; bridges, culverts, inlets and storm sewers, junction boxes, man holes, curbs and/or gutters, and channel linings and other erosion protection appurtenances. Other items included in cost estimates may include: sidewalks, traffic control devices at select locations (initial cost only), and minimal sodding/landscaping. Engineering: These are the costs associated with the design and surveying necessary to construct the roadway. Because the law specifically references fees, it has generally been understood that in-house Town design and surveying cannot be included. Only those services that are contracted out can be included and it may be necessary to use outside design and surveying firms to perform the work. For planned projects, a percentage based on typical engineering contracts was used to estimate these fees. Right-of-Way: Any land acquisition cost estimated to be necessary to construct a roadway can be included in the cost estimate. For planning purposes, only the additional amount of land needed to bring a roadway right-of-way to thoroughfare standard was considered. For example, if a 120’ right-of-way for an arterial road was needed and 80’ of right-of-way currently existed, only 40’ would be considered in the acquisition cost. The cost for right-of-way may vary based on location of project and will be based on data from the most current County Appraisal District data. Debt Service: Predicted interest charges and finance costs may be included in determining the amount of impact fees only if the impact fees are used for the payment of principle and interest on bonds, notes, or other obligations issued by the Town to finance capital improvements identified in the impact fee capital improvements plans. They cannot be used to reimburse bond funds for other facilities. Study Updates: The fees paid or contracted to be paid to an independent qualified engineer or financial consultant preparing or updating the capital improvements plan who is not an employee of the political subdivision can be included in the impact fees. Only the cost necessitated by new development within the 10-year plan period will be considered for impact fee consideration. For example, if only 60% of the capacity provided by the impact fee CIP is Page 256 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-11 needed over the ten-year window, then only 60% of the cost associated with those facilities is considered in the cost per service unit calculation. Table 4-6 and Table 4-7 are the list of CIP projects for the Town of Prosper with conceptual level project cost estimates. Detailed cost estimates and the methodology used for each individual project can be seen in Appendix F - Conceptual Level Project Cost Estimates. It should be noted that these tables reflect only conceptual-level opinions or assumptions regarding the portions of future project costs that are potentially recoverable through impact fees. Actual costs of construction are likely to change with time and are dependent on market and economic conditions that cannot be precisely predicted at this time. This CIP establishes the list of projects for which impact fees may be utilized. Monies collected in each roadway service area may only be used to fund those specific projects listed within the impact fee CIP. Page 257 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-12 Table 4-6 10-Year Capital Improvements Plan for Roadway Impact Fees with Conceptual Level Cost Projections – Service Area 1 Reference Project Length Added Thoroughfare Plan Pct. in Total Project CIP No.Roadway From To Status (mi)Lanes Description Serv. Area Cost 5280 1-Gee-a Gee Rd 0.187 mi N of US 380 First St Recoup 0.65 2 Major Thoroughfare 100%$1,949,400 1-Gee-b Gee Rd 0.187 mi N of US 380 First St New 0.65 2 Major Thoroughfare 100%$3,966,408 1-Gee-c Gee Rd US 380 0.187 mi N of US 380 New 0.07 2 Major Thoroughfare 100%$435,758 1-Gee-d Gee Rd First St FM 1385 New 0.97 4 Major Thoroughfare 100%$24,314,353 1-Tel-a Teel Pkwy US 380 871ft N of US 380 Recoup 0.17 2 Major Thoroughfare 100%$306,932 1-Tel-c Teel Pkwy First St 314 ft S of First St Recoup 0.05 2 Major Thoroughfare 100%$90,274 1-Tel-b Teel Pkwy 871ft N of US 380 314 ft S of First St Recoup 0.51 2 Major Thoroughfare 100%$920,795 1-Tel-d Teel Pkwy US 380 First St New 0.73 2 Major Thoroughfare 100%$4,441,859 1-Tel-e Teel Pkwy First St 381 ft N of Roundtree Dr New 0.56 2 Major Thoroughfare 100%$7,632,773 1-Tel-f Teel Pkwy 88 ft N of N Windsong Pkwy381 ft N of Roundtree Dr Recoup 0.36 2 Major Thoroughfare 100%$669,865 1-Tel-g Teel Pkwy 88 ft N of N Windsong PkwyProsper Trl New 0.30 2 Major Thoroughfare 100%$1,822,747 1-Tel-h Teel Pkwy First St Parvin Rd New 1.77 2 Major Thoroughfare 100%$6,910,570 1-Tel-i Teel Pkwy Prosper Trl Parvin Rd New 1.23 2 Major Thoroughfare 100%$8,522,232 1-Lgy-b Legacy Dr Scarlet First St New 0.41 4 Major Thoroughfare 100%$13,376,910 1-Lgy-a Legacy Dr US 380 Scarlet Dr Recoup 0.60 4 Major Thoroughfare 100%$625,627 1-Lgy-c Legacy Dr US 380 First St New 1.00 2 Major Thoroughfare 100%$3,652,778 1-Lgy-f Legacy Dr Prosper Trl Parvin Rd New 0.57 2 Major Thoroughfare 100%$3,964,230 1-Lgy-g Legacy Dr Prosper Trl Parvin Rd New 0.57 2 Major Thoroughfare 100%$2,238,493 1-Lgy-h Legacy Dr Parvin Rd Frontier Pkwy New 0.47 2 Major Thoroughfare 50%$1,635,260 1-Lgy-i Legacy Dr Parvin Rd Frontier Pkwy New 0.47 2 Major Thoroughfare 50%$923,822 1-Lgy-d Legacy Dr First St Prosper Trl New 1.09 2 Major Thoroughfare 100%$7,552,957 1-Lgy-e Legacy Dr First St Prosper Trl New 1.09 2 Major Thoroughfare 100%$4,258,508 1-Rd-a New Road A US 380 First St New 1.01 2 Commercial Collector 100%$5,925,959 1-Rd-c New Road C New Road B Greenwood Memorial Dr New 0.31 3 Commercial Collector 100%$3,263,777 1-Rd-b New Road B Prosper Trl Frontier Pkwy New 1.01 2 Commercial Collector 100%$5,925,959 1-Pvn-a Parvin Rd FM 1385 0.61 mi W of Legacy Drive New 2.84 2 Major Thoroughfare 50%$9,818,745 1-Pvn-b Parvin Rd FM 1385 0.61 mi W of Legacy Drive New 2.84 2 Major Thoroughfare 50%$5,529,895 1-FP-a Frontier Pkwy Legacy Dr DNT New 1.08 2 Major Thoroughfare 50%$4,791,816 1-FP-b Frontier Pkwy Legacy Dr DNT New 1.08 2 Major Thoroughfare 50%$2,382,041 1-FP-c Frontier Pkwy DNT BNSF RR Recoup 1.08 2 Major Thoroughfare 50%$1,833,000 1-FP-d Frontier Pkwy DNT BNSF RR New 1.08 2 Major Thoroughfare 50%$2,115,007 1-MP-a Mahard Pkwy US 380 Prairie Dr Recoup 0.36 4 Major Thoroughfare 100%$602,928 1-MP-b Mahard Pkwy Prairie Dr 500 N of Prairie Dr Recoup 0.10 2 Major Thoroughfare 100%$594,948 1-MP-c Mahard Pkwy Prairie Dr 500 N of Prairie Dr New 0.10 2 Major Thoroughfare 100%$721,004 1-MP-d Mahard Pkwy 500 N of Prairie Dr Lovers Lane New 0.13 4 Major Thoroughfare 100%$1,315,106 1-Saf-a Safety Way DNT Mike Howard Recoup 0.48 2 Commercial Collector 100%$1,628,259 1-PT-a Prosper Trl Teel Pkwy 2550' E of Teel Pkwy New 0.77 2 Minor Thoroughfare 100%$5,215,825 1-PT-b Prosper Trl 1617' E of Teel Pkwy 3149' E of Teel Pkwy New 0.29 2 Minor Thoroughfare 100%$1,973,358 1-PT-c Prosper Trl 3149' E of Teel Pkwy Legacy Dr New 0.30 2 Minor Thoroughfare 100%$1,871,352 1-PT-d Prosper Trl Legacy Dr DNT New 1.09 2 Minor Thoroughfare 100%$5,625,916 1-PT-e Prosper Trl DNT BNSF RR Recoup 0.88 2 Minor Thoroughfare 100%$1,148,752 1-1st-a First St Gee Rd Teel Pkwy Recoup 1.19 2 Minor Thoroughfare 100%$2,866,000 1-1st-b First St Teel Pkwy Stuber E.S.Recoup 1.01 2 Minor Thoroughfare 100%$3,574,937 1-1st-c First St Stuber E.S.DNT New 1.41 2 Minor Thoroughfare 100%$9,537,195 1-1st-d First St DNT BNSF RR New 0.68 2 Minor Thoroughfare 100%$4,598,025 1-PD-a Prairie Dr Teel Pkwy 290 ft W of Waters Edge Way New 0.52 4 Minor Thoroughfare 100%$5,448,010 1-PD-b Prairie Dr 290 ft W of Waters Edge WayShawnee Trl Recoup 1.64 4 Minor Thoroughfare 100%$4,523,471 1-ST-a Shawnee Trl Prairie Dr Lovers Lane Recoup 0.22 4 Minor Thoroughfare 100%$2,000,000 1-ST-c Shawnee Trl Star Trace Pkwy 982 ft N of Caruth Dr Recoup 1.09 2 Minor Thoroughfare 100%$3,986,439 1-ST-b Shawnee Trl Lovers Lane Star Trace Pkwy New 0.88 4 Minor Thoroughfare 100%$9,197,679 1-ST-d Shawnee Trl Star Trace Pkwy 982 ft N of Caruth Dr New 1.09 2 Minor Thoroughfare 100%$5,885,726 1-ST-e Shawnee Trl 982 ft N of Caruth Dr Frontier Pkwy New 0.46 4 Minor Thoroughfare 100%$4,815,524 1-LL-b Lovers Lane DNT BNSF RR New 0.59 4 Minor Thoroughfare 100%$6,185,000 1-LL-a Lovers Lane Mahard Pkwy DNT New 0.72 4 Minor Thoroughfare 100%$7,533,275 1-Mik-a Mike Howard First St 1,200 ft S of Prosper Trl Recoup 0.76 2 Commercial Collector 100%$1,550,000 $234,197,483 Page 258 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-13 Table 4-7 10-Year Capital Improvements Plan for Roadway Impact Fees With Conceptual Level Cost Opinions – Service Area 2 4.2.7 Service Unit Calculation To determine the cost per service unit, it is necessary to project the growth in vehicle-miles of travel for the service area for the ten-year study period. Growth from 2023 to 2033 is based upon projected changes in residential and non-residential growth for the period. In order to determine this growth, baseline estimates of population, basic square feet, service square feet, and retail square feet for 2023 were made along with projections for each of these demographic statistics through 2033. The Land Use Assumptions (see Section 4.2.1) details the growth estimates used for the impact fee determination. The residential and non-residential statistics in the Land Use Assumptions provide the “independent variables” that are used to calculate the existing (2023) and projected (2033) transportation service units used to establish the roadway impact fee maximum rates within each service area. The roadway demand Reference Project Length Added Thoroughfare Plan Pct. in Total Project CIP No.Roadway From To Status (mi)Lanes Description Serv. Area Cost 5280 2-Ct-a Coit Rd US 380 First St New 1.01 2 Major Thoroughfare 100%$3,950,065 2-Ct-b Coit Rd First St Frontier Pkwy New 2.00 2 Major Thoroughfare 100%$13,576,260 2-Ct-c Coit Rd First St Frontier Pkwy New 2.00 2 Major Thoroughfare 100%$7,794,571 2-FP-a Frontier Pkwy BNSF RR Preston Rd Recoup 1.01 2 Major Thoroughfare 50%$3,650,000 2-FP-b Frontier Pkwy BNSF RR Preston Rd New 1.01 2 Major Thoroughfare 50%$3,141,042 2-PT-a Prosper Trl BNSF RR Preston Rd Recoup 1.11 2 Minor Thoroughfare 100%$1,523,845 2-PT-c Prosper Trl 560' E of Preston Rd Coit Rd Recoup 0.83 2 Minor Thoroughfare 100%$4,392,425 2-PT-b Prosper Trl 560' E of Preston Rd Preston Rd Recoup 0.18 2 Minor Thoroughfare 100%$952,574 2-PT-d Prosper Trl 864' E of Coit Rd Custer Rd New 1.76 2 Minor Thoroughfare 100%$12,354,891 2-1st-a First St BNSF RR N Coleman St New 0.37 2 Minor Thoroughfare 100%$2,494,351 2-1st-b First St N Coleman St Craig St New 0.46 2 Minor Thoroughfare 100%$3,138,400 2-1st-c First St Craig St Coit Rd Recoup 1.51 2 Minor Thoroughfare 100%$2,589,861 2-1st-d First St Coit Rd Custer Rd Recoup 2.06 2 Minor Thoroughfare 100%$11,321,640 2-RB-a Richland Blvd Coleman Lovers Lane Recoup 0.56 4 Minor Thoroughfare 100%$4,795,327 2-RB-b Richland Blvd Lovers Lane 287' W of La Cima New 0.37 4 Minor Thoroughfare 100%$3,883,952 2-RB-c Richland Blvd 287' W of La Cima 160' E of La Cima Recoup 0.41 4 Minor Thoroughfare 100%$1,994,836 2-RB-d Richland Blvd 160' E of La Cima Prosper Commons New 0.45 4 Minor Thoroughfare 100%$4,708,890 2-Col-a Coleman St Richland Blvd Lovers Lane Recoup 0.27 2 Minor Thoroughfare 100%$2,312,032 2-Col-b Coleman St Lovers Lane First St New 0.38 2 Minor Thoroughfare 100%$2,291,711 2-Col-c Coleman St Gorgeous Rd Prosper Trl New 0.50 2 Minor Thoroughfare 100%$3,006,788 2-Col-d Coleman St Prosper Trl Talon New 0.61 2 Minor Thoroughfare 100%$3,667,058 2-Col-e Coleman St Talon Victory Way Recoup 0.46 2 Minor Thoroughfare 100%$500,000 2-Col-f Coleman St Victory Way Preston Rd Recoup 0.51 4 Minor Thoroughfare 100%$311,830 2-LL-b Lovers Lane Gateway Dr US 380 Recoup 1.12 4 Minor Thoroughfare 100%$9,590,652 2-LL-a Lovers Lane BNSF RR Gateway Dr New 0.29 4 Minor Thoroughfare 100%$3,046,358 2-Vty-a Victory Way Coleman St Frontier Pkwy Recoup 0.36 2 Minor Thoroughfare 100%$2,137,560 2-Vty-b Victory Way Coleman St Frontier Pkwy New 0.36 2 Minor Thoroughfare 100%$2,166,613 2-Mck-a McKinley St Gorgeous Rd W 5th St Recoup 0.22 2 Old Town District 100%$1,769,839 2-Mck-b McKinley St Gorgeous Rd Coleman St New 0.18 2 Old Town District 100%$1,561,888 2-Crg-a Craig Rd Preston Rd West Broadway St New 0.42 2 Commercial Couplet 100%$2,861,045 2-WB-a West Broadway St Craig Preston Rd New 0.21 2 Old Town District 100%$1,434,455 $122,920,757 Page 259 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-14 service units (vehicle-miles) for each service area are the sum of the vehicle-miles “generated” by each category of land use in the service area. Land Use Assumptions: For the purpose of impact fees, all developed and developable land is categorized as either residential or non-residential. For residential land uses, the existing and projected population is converted to dwelling units. The number of dwelling units in each service area is multiplied by a service unit equivalence (SUE) to compute the vehicle-miles of travel that occur during the afternoon peak hour. This factor computes the average amount of demand caused by the residential land uses in the service area. The service unit equivalence is discussed in more detail below. For non-residential land uses, the process is similar. The Land Use Assumptions provide the existing and projected amount of building square footages for three categories of non-residential land uses – basic, service, and retail. These categories correspond to an aggregation of other specific land use categories based on the North American Industrial Classification System (NAICS). Building square footage is the most common independent variable for the estimation of non-residential trips in the ITE Trip Generation Manual, 11th Edition. This independent variable is more appropriate than the number of employees because building square footage is tied more closely to trip generation and is known at the time of application for any development or development modification that would require the assessment of an impact fee. The existing and projected land use assumptions for the dwelling units and the square footage of basic, service, and retail land uses provided the basis for the projected increase in vehicle-miles of travel. As noted earlier, a service unit equivalency is applied to these values and then summed to calculate the total peak-hour vehicle-miles of demand for each service area. Service Unit Equivalencies: The service unit equivalencies are aggregate rates derived from several sources – the ITE, Trip Generation Manual, 11th Edition, and the regional Origin-Destination Travel Survey performed by NCTCOG and the National Household Travel Survey (NHTS). The ITE, Trip Generation Manual, 11th Edition, provides the number of trips that are produced or attracted to the land use for each dwelling unit, square foot of building, or other corresponding unit. For the retail category of land uses, the rate is adjusted to account for the fact that a percentage of retail trips are made by people who would otherwise be traveling past that particular establishment anyway, such as a trip between work and home. These trips are called pass-by trips, and since the travel demand is accounted for in the land use Page 260 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-15 calculations relative to the primary trip, it is necessary to discount the retail rate to avoid double-counting trips. The next component of the service unit equivalency accounts for the length of each trip. The average trip length for each category is based on the region-wide travel characteristics survey conducted by the NCTCOG and the NHTS. The computation of the service unit equivalency can be expressed as the product of the trip generation rate of the development, reduced for pass-by trips, and the average trip length, with a maximum length of 6 miles per service area limitations. For example, a development generating 100 vehicle trips in the PM peak hour with an average trip length of two miles would generate: 100 vehicle-trips x 2 miles/trip = 200 vehicle-miles For land uses which are characterized by longer average trip lengths (primarily residential uses), the maximum trip length has been limited to six miles based on the maximum trip length within each service area per Chapter 395 of the Texas Local Government Code. Additionally, the assessment of an individual development's impact fee is based on the premise that each vehicle-trip has an origin and a destination, and that the development end should pay for one-half of the cost necessary to complete each trip. To prevent the potential of double charging, trip lengths were divided by two to reflect half of the vehicle trip associated with development. Table 4-8 shows the derivation of the Service Unit Equivalency for residential land uses and the three non- residential land use (employment by type) categories. The values utilized for all variables shown in the service unit equivalency equation are also shown in the table. Page 261 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-16 Table 4-8 Service Unit Equivalency Calculations Variable Residential Basic Service Retail Adjusted Trip Rate 0.94 0.65 1.44 2.24 Pass-by Rate 0% 0% 0% 34% Full Trip Length 14.82 10.02 12.00 6.17 Average Trip Length* 6.00 5.01 6.0 3.09 SUE 5.64 3.26 8.64 6.92 * Average Trip Length is 50% (adjustment for O-D) of the full trip length. All trip lengths were capped at 6.00 miles due to the maximum size of service areas. The application of the demographic projections and the service unit equivalencies are presented in the 10-Year Growth Projections in Table 4-9. This table shows the total vehicle miles by service area for the years 2023 and 2033. These estimates and projections lead to the Vehicle Miles of Travel for both 2023 and 2033. Page 262 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-17 Table 4-9 Vehicle-Mile Trip Generation Estimated Residential Growth Vehicle-Mile Trip Generation Service Area Added Added Vehicle-Miles Total Population Dwelling Units per DU Vehicle-Miles 1 17,968 6,568 5.64 37,043 2 7,626 2,766 5.64 15,602 Estimated Basic Employment Growth Vehicle-Mile Generation Service Area Total Vehicle-Miles Total Square Feet Per 1000/SF Vehicle-Miles 1 1,136,400 3.26 3,701 2 586,800 3.26 1,911 0 Estimated Service Employment Growth Vehicle-Mile Generation Service Area Total Vehicle-Miles Total Square Feet Per 1000/SF Vehicle-Miles 1 3,952,500 8.64 34,150 2 2,149,000 8.64 18,567 0 Estimated Retail Employment Growth Vehicle-Mile Generation Service Area Total Vehicle-Miles Total Square Feet Per 1000/SF Vehicle-Miles 1 614,400 6.92 4,253 2 300,000 6.92 2,077 0 Vehicle-mile Generation Summary Residential Basic Service Retail Total Service Area Growth Growth Growth Growth Growth Vehicle-Miles Vehicle-Miles Vehicle-Miles Vehicle-Miles Vehicle-Miles 1 37,043 3,701 34,150 4,253 79,146 2 15,602 1,911 18,567 2,077 38,157 Totals 52,644 5,612 52,717 6,329 117,302 Persons Per DU Service Area Persons / DU 1 2.74 2 2.76 Square Ft per Employee Type SF/Employee Basic 1,200 Service 500 Retail 800 Page 263 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-18 4.3 Impact Fee Calculation 4.3.1 Maximum Assessable Roadway Impact Fee Per Service Unit This section presents the maximum assessable roadway impact fee rate calculated for each service area. The maximum assessable roadway impact fee is the sum of the eligible Impact Fee CIP costs for the service area divided by the growth in travel attributable to new development projected to occur within the 10 - year period. A majority of the components of this calculation have been described and presented in previous sections of this report. The purpose of this section is to document the computation for each service area and to demonstrate that the guidelines provided by Chapter 395 of the Texas Local Government Code have been addressed. Table 4-10 illustrates the computation of the maximum assessable impact fee computed for each service area. Each row in the table is numbered to simplify the explanation of the calculation. Line Title Description 1 Total Vehicle-Miles of Capacity Added by the CIP The total number of vehicle-miles added to the service area based on the capacity, length, and number of lanes in each project. (from Appendix G – CIP Service Units of Supply) Each project identified in the Roadway Impact Fee CIP will add a certain amount of capacity to the Town’s roadway network based on its length and classification. This line displays the total amount added within the service area. 2 Total Vehicle-Miles of Existing Demand A measure of the amount of traffic currently using the roadway facilities upon which capacity is being added. (from Appendix G – CIP Service Units of Supply) A number of facilities identified in the Roadway Impact Fee CIP have traffic currently utilizing a portion of their existing capacity. This line displays the total amount of capacity along these facilities currently being used by existing traffic. 3 Total Vehicle-Miles of Existing Deficiencies Number of vehicle-miles of travel that are not accommodated by the existing roadway system. (from Appendix H – Existing Roadway Facilities Inventory) In order to ensure that existing deficiencies on the Town’s roadway network are not recoverable through impact fees, this line is based on the entire roadway network within the service area. Any roadway within the service area that is deficient – even those not identified on the Roadway Impact Fee CIP – will have these additional trips removed from the calculation. 4 Net Amount of Vehicle- Miles of Capacity Added A measurement of the amount of vehicle-miles added by the CIP that will not be utilized by existing demand. (Line 1 – Line 2 – Line 3) Page 264 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-19 5 Total Cost of the CIP within the Service Area The total cost of the projects within the service area (from Table 4- 6/Table 4-7 - 10-Year Roadway Capital Improvements Plan with Conceptual Level Cost Projections) This line simply identifies the total cost of all of the projects identified in the service area. 6 Cost of Net Capacity Supplied The total CIP cost (Line 5) prorated by the ratio of Net Capacity Added (Line 4) to Total Capacity Added (Line 1). [(Line 4 / Line 1) * (Line 5)] Using the ratio of vehicle-miles added by the Roadway Impact Fee CIP available to serve future growth to the total vehicle-miles added, the total cost of the Impact Fee CIP is reduced to the amount available for future growth (i.e., excluding existing usage and deficiencies). 7 Cost to Meet Existing Needs and Usage The ratio of net capacity supplied (Line 4) divided by the total capacity supplied (Line 1) multiplied total project cost of the CIP (Line 6) subtracted from total project cost of the CIP (Line 6). (Line 6 – ((Line 4/Line 1)*(Line 6)) This line is provided for information purposes only – it is to present the portion of the total cost of the Roadway Impact Fee CIP that is required to meet existing demand. 8 Total Vehicle-Miles of New Demand over Ten Years Based upon the growth projection provided in the Land Use Assumptions (see Section 4.1.1), an estimate of the number of new vehicle-miles within the service area over the next ten years. (from Table 4-9) This line presents the amount of growth (in vehicle-miles) projected to occur within each service area over the next ten years. 9 Percent of Capacity Added Attributable to New Growth The result of dividing Total Vehicle-Miles of New Demand (Line 8) by the Net Amount of Capacity Added (Line 4), limited to 100% (Line 10). This calculation is required by Chapter 395 to ensure capacity added is attributable to new growth. Chapter 395 Check In order to ensure that the vehicle-miles added by the Roadway Impact Fee CIP do not exceed the amount needed to accommodate growth beyond the ten-year window, a comparison of the two values is performed. If the amount of vehicle-miles added by the Roadway Impact Fee CIP exceeds the growth projected to occur in the next ten years, the Roadway Impact Fee CIP cost is reduced accordingly. 10 Cost of Capacity Added Attributable to New Growth The result of multiplying the Cost of Net Capacity Added (Line 6) by the Percent of Capacity Added Attributable to New Growth, limited to 100% (Line 9). The value of the total Roadway Impact Fee CIP project costs (excluding financial costs) that may be recovered through impact fees. This line is determined considering the limitations to impact fees required by the Texas legislature. Page 265 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-20 4.3.2 Awarding the Roadway Impact Fee Credit Chapter 395 of the Texas Local Government Code requires the capital improvements plan for roadway impact fees to contain specific enumeration of a plan for awarding the impact fee credit. Section 395.014 of the Code states: “(7) A plan for awarding: (A) a credit for the portion of ad valorem tax and utility service revenues generated by new service units during the program period that is used for the payment of improvements, including the payment of debt, that are included in the capital improvements plan; or (B) In the alternative, a credit equal to 50 percent of the total projected cost of implementing the capital improvements plan…” The following table summarizes the portions of Table 4-10 that utilize this credit calculation, based on awarding a 50 percent credit. Line Title Description 8 Projected 10-yr Demand Projected 10 year Demand based on population and employment growth 11 Financing Costs Using 4.0% Interest Rate for Bond Debt Service. 12 Existing Impact Fee Fund Balance Existing Roadway Impact Fees in fund balance as of 2023. 13 Cost of the CIP and Financing Attributable to New Growth The sum of the Cost of Capacity Added Attributable to New Growth, Financing Costs minus the Impact Fee Fund Balance. (Line 10 + Line 11 – Line 12) 14 Pre-Credit Maximum Fee Per Service Unit Found by dividing the Cost of the CIP Attributable to New Growth (Line 13) by the Total Vehicle-Miles of New Demand Over Ten Years (Line 8). (Line 13 / Line 8) 15 Maximum Assessable Fee Per Service Unit (50%) Found by dividing the Recoverable Cost of the CIP and Financing (Line 13) by the Total Vehicle-Miles of New Demand Over Ten Years (Line 8) and applying a credit equal to 50% of the total projected cost, as per section 395.014 of the Texas Local Government Code. (Line 13 / Line 8) * 50% Page 266 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-21 Table 4-10 Maximum Assessable Roadway Impact Fee SERVICE AREA LINE TITLE 1 (W. of RR) 2 (E. of RR) 1 TOTAL VEH-MI OF CAPACITY ADDED BY THE CIP (FROM CIP SERVICE UNITS OF SUPPLY, APPENDIX G) 59,716 33,060 2 TOTAL VEH-MI OF EXISTING DEMAND (FROM CIP SERVICE UNITS OF SUPPLY, APPENDIX G) 6,374 6,345 3 TOTAL VEH-MI OF EXISTING DEFICIENCIES (FROM EXISTING ROADWAY FACILITIES INVENTORY, APPENDIX H) 6,566 956 4 NET AMOUNT OF VEH-MI OF CAPACITY ADDED (LINE 1- LINE 2 - LINE 3) 46,776 25,759 5 TOTAL COST OF THE CIP WITHIN SERVICE AREA (LINE 5) $234,240,608 $122,944,632 6 COST OF NET CAPACITY SUPPLIED (LINE 4 / LINE 1)*(LINE 5) $183,483,058 $95,794,114 7 COST TO MEET EXISTING NEEDS AND USAGE (LINE 5 - LINE 6) $50,757,550 $27,150,518 8 TOTAL VEH-MI OF NEW DEMAND OVER TEN YEARS (FROM Table 4-9 AND Land Use Assumptions) 79,146 38,157 9 PERCENT OF CAPACITY ADDED ATTRIBUTABLE TO GROWTH (LINE 8 / LINE 4) 100% 100% 10 COST OF CAPACITY ADDED ATTRIBUTABLE TO GROWTH (LINE 6 * LINE 10) $183,483,058 $95,794,114 11 FINANCING COSTS $29,883,044 $10,850,857 12 EXISTING IMPACT FEE FUND BALANCE $0 $0 13 COST OF CIP AND FINANCING ATTRIBUTABLE TO GROWTH (LINE 11 + LINE 12 – LINE 13) $213,316,102 $106,644,971 14 PRE-CREDIT MAX FEE PER SERVICE UNIT ($ PER VEH-MI) (LINE 14 / LINE 8) $2,694 $2,794 15 MAX ASSESSABLE FEE PER SERVICE UNIT ($ PER VEH-MI) (LINE 13 / 10 Yr VMT Demand) $1,347 $1,397 Page 267 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-22 4.3.3 Roadway Impact Fee Equivalency Table The roadway impact fee is determined by multiplying the impact fee rate by the number of service units projected for the proposed development. For this purpose, the Town utilizes the Land Use/Vehicle-Mile Equivalency Table, presented in Table 4-11. This table lists the predominant land uses that may occur within the Town of Prosper. For each land use, the development unit that defines the development’s magnitude with respect to transportation demand is shown. If the exact use is not listed, one similar in trip-making characteristics can serve as a reasonable proxy. The individual land uses are grouped into categories, such as residential, office, commercial, industrial, and institutional. The right-most column shows the vehicle-miles per development unit. This number is the product of the trip rate and the maximum trip length. This number, referred to as the Service Unit Equivalence, is used in the impact fee estimate to compute the number of service units consumed by each land use application. The number of service units is multiplied by the impact fee rate (established by ordinance, as applicable) in order to determine the impact fee for a development. Page 268 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-23 Table 4-11 Land Use / Vehicle-Mile Equivalency Table ITE Development Trip Gen Pass By Ave. Trip Rate FNI Adj. Trip Max. Trip Veh-Mi Per Code Unit Rate (PM)Rate w/ Deductions Trip Length (mi) Length (mi) Length (mi) Dev Unit Single-family detached housing 210 Dwelling Units 0.94 0.0%0.94 14.82 7.41 6.00 5.64 Single-Family Attached Housing 215 Dwelling Units 0.57 0.0%0.57 14.82 7.41 6.00 3.42 Multifamily Housing (Low-Rise, 1-3 floors)220 Dwelling Units 0.51 0.0%0.51 14.82 7.41 6.00 3.06 Multifamily Housing (Mid-Rise, 4-10 floors)221 Dwelling Units 0.39 0.0%0.39 14.82 7.41 6.00 2.34 Condominium / Townhouse 230 Dwelling Units 0.36 0.0%0.36 14.82 7.41 6.00 2.16 Mid-Rise Residential w/Ground Floor Commercial (4-10 Foors)231 Dwelling Units 0.17 0.0%0.17 14.82 7.41 6.00 1.02 Senior Adult Housing - Single Family 251 Dwelling Units 0.3 0.0%0.3 9.16 4.58 4.58 1.37 Senior Adult Housing - Multi-Family 252 Dwelling Units 0.25 0.0%0.25 9.16 4.58 4.58 1.15 Congregate Care Facility 253 Dwelling Units 0.18 0.0%0.18 10.3 5.15 5.15 0.93 Assisted Living Center 254 Beds 0.24 0.0%0.24 7.55 3.78 3.78 0.91 Continuing Care Retirement Community 255 Dwelling Units 0.19 0.0%0.19 7.55 3.78 3.78 0.72 Nursing Home 620 1,000 Sq Ft GFA 0.59 0.0%0.59 7.55 3.78 3.78 2.23 General Office 710 1000 sq. ft.1.44 0.0%1.44 12.00 6.00 6.00 8.64 Small Office Building 712 1000 sq. ft.2.16 0.0%2.16 10.92 5.46 5.46 11.79 Corporate Headquarters Bldg 714 1000 sq. ft.1.3 0.0%1.30 10.92 5.46 5.46 7.10 Medical-Dental Office 720 1000 sq. ft.3.93 0.0%3.93 10.92 5.46 5.46 21.46 Government Building 730 1000 sq. ft.1.71 0.0%1.71 10.92 5.46 5.46 9.34 U.S. Post Office 732 1000 sq. ft.11.21 70.0%3.36 10.92 5.46 5.46 18.36 Office Park 750 1000 sq. ft.1.3 0.0%1.30 10.92 5.46 5.46 7.10 Research and Development Center 760 1000 sq. ft.0.98 0.0%0.98 10.92 5.46 5.46 5.35 Business Park 770 1000 sq. ft.1.22 0.0%1.22 10.92 5.46 5.46 6.66 Automobile Sales (New)840 1000 sq. ft.2.42 0.0%2.42 4.47 2.24 2.24 5.41 Automobile Sales (used)841 1000 sq. ft.3.75 0.0%3.75 4.47 2.24 2.24 8.38 Recreational Vehicle Sales 842 1000 sq. ft.0.77 0.0%0.77 5.8 2.90 2.90 2.23 Auto Parts Sales 843 1000 sq. ft.4.9 43.0%2.79 6.43 3.22 3.22 8.98 Tire Store 848 1000 sq. ft.3.75 28.0%2.70 6.43 3.22 3.22 8.68 Tire Superstore 849 1000 sq. ft.2.11 24.5%1.59 6.43 3.22 3.22 5.12 Quick Lubrication Vehicle Shop 941 Service Positions 4.85 43.0%2.76 6.43 3.22 3.22 8.89 Automotive Care Center 942 1000 sq. ft.3.11 43.0%1.77 6.43 3.22 3.22 5.70 Automobile Parts Service Center 943 1000 sq. ft.2.06 0.0%2.06 6.43 3.22 3.22 6.62 Gasoline/Service Station 944 Fueling Positions 13.91 42.0%8.07 1.2 0.60 0.60 4.84 Convenience Store / Gas Station (2-4k sf)945 Fueling Positions 18.42 56.0%8.10 1.2 0.60 0.60 4.86 Convenience Store / Gas Station (4-5.5k sf)945 Fueling Positions 18.42 56.0%8.10 1.2 0.60 0.60 4.86 Convenience Store / Gas Station (5.5-10k sf)945 Fueling Positions 18.42 56.0%8.10 1.2 0.60 0.60 4.86 Self-Service Car Wash 947 Wash Stalls 5.54 47.0%2.94 1.2 0.60 0.60 1.76 Automated Car Wash 948 Wash Tunnels 77.5 47.0%41.08 1.2 0.60 0.60 24.65 Car Wash and Detail Center 949 Wash Stalls 13.6 47.0%7.21 2.72 1.36 1.36 9.80 Truck Stop 950 Fueling Positions 15.42 42.0%8.94 8.6 4.30 4.30 38.46 Fast Casual Restaurant 930 1000 sq. ft.12.55 44.0%7.03 3.87 1.94 1.94 13.60 Quality Restaurant 931 1000 sq. ft.7.8 44.0%4.37 3.87 1.94 1.94 8.45 High Turnover Restaurant (Sit-down)932 1000 sq. ft.9.05 42.6%5.20 3.87 1.94 1.94 10.05 Fast-Food Restaurant w/o Drive-Through Window 933 1000 sq. ft.33.21 50.0%16.61 3.64 1.82 1.82 30.22 Fast Food Restaurant w/ Drive-Thru 934 1000 sq. ft.33.03 55.0%14.86 3.64 1.82 1.82 27.05 Fast-Food Rest. w/Drive-Thru Window & No Indoor Seating 935 Drive Thru Lanes 59.5 31.0%41.06 3.64 1.82 1.82 74.72 Coffee/Donut Shop w/o Drive-Thru Window 936 1000 sq. ft.32.29 0.0%32.29 3.64 1.82 1.82 58.77 Coffee/Donut Shop w/ Drive-Thru Window 937 1000 sq. ft.38.99 50.0%19.50 3.64 1.82 1.82 35.48 Coffee/Donut Shop w/ Drive-Thru Window and No Indoor Seating 938 Drive Thru Lanes 15.08 83.0%2.56 3.64 1.82 1.82 4.67 Wine Tasting Room 970 1000 sq. ft.7.31 44.0%4.09 3.87 1.94 1.94 7.92 Brewery Tap Room 971 1000 sq. ft.9.83 44.0%5.50 3.87 1.94 1.94 10.65 Drinking Place/Bar 975 1000 sq. ft.11.36 44.0%6.36 3.87 1.94 1.94 12.31 Dining RESIDENTIAL OFFICE ITE Land Use COMMERCIAL / Retail Automobile Related Page 269 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-24 ITE Development Trip Gen Pass By Ave. Trip Rate FNI Adj. Trip Max. Trip Veh-Mi Per Code Unit Rate (PM)Rate w/ Deductions Trip Length (mi) Length (mi) Length (mi) Dev Unit Tractor Supply Store 810 1000 sq. ft.1.4 0.0%1.40 4.26 2.13 2.13 2.98 Construction Equipment Rental Store 811 1000 sq. ft.0.99 0.0%0.99 4.26 2.13 2.13 2.11 Building Materials and Lumber Store 812 1000 sq. ft.2.25 0.0%2.25 4.06 2.03 2.03 4.57 Free-Standing Discount Superstore 813 1000 sq. ft.4.33 29.0%3.07 2.35 1.18 1.18 3.61 Variety Store 814 1000 sq. ft.6.7 34.0%4.42 2.35 1.18 1.18 5.20 Free-Standing Discount Store 815 1000 sq. ft.4.86 17.0%4.03 2.35 1.18 1.18 4.74 Hardware/Paint Store 816 1000 sq. ft.2.98 26.0%2.21 5.6 2.80 2.80 6.17 Garden Center 817 1000 sq. ft.6.94 0.0%6.94 4.26 2.13 2.13 14.78 Nursery (Wholesale)818 1000 sq. ft.5.24 0.0%5.24 4.26 2.13 2.13 11.16 Retail/Shopping Center 820 1000 sq. ft.3.4 34.0%2.24 6.17 3.09 3.09 6.92 Shopping Plaza (40-150K)821 1000 sq. ft.9.03 34.0%5.96 2.35 1.18 1.18 7.00 Strip Retail Plaza (<40K)822 1000 sq. ft.6.59 34.0%4.35 5.8 2.90 2.90 12.61 Supermarket 850 1000 sq. ft.8.95 36.0%5.73 6.43 3.22 3.22 18.42 Convenience Store / Market 851 1000 sq. ft.49.11 51.0%24.06 5.8 2.90 2.90 69.79 Discount Club 857 1000 sq. ft.4.19 37.0%2.64 4.11 2.06 2.06 5.42 Wholesale Market 860 1000 sq. ft.1.76 0.0%1.76 2.7 1.35 1.35 2.38 Sporting Goods Superstore 861 1000 sq. ft.2.14 34.0%1.41 4.26 2.13 2.13 3.01 Home Improvement Superstore 862 1000 sq. ft.2.29 42.0%1.33 4.26 2.13 2.13 2.83 Electronic Superstore 863 1000 sq. ft.4.25 40.0%2.55 5.64 2.82 2.82 7.19 Pet Supply Superstore 866 1000 sq. ft.3.55 40.0%2.13 4.26 2.13 2.13 4.54 Office Supply Superstore 867 1000 sq. ft.2.77 40.0%1.66 4.26 2.13 2.13 3.54 Book Superstore 868 1000 sq. ft.15.83 40.0%9.50 4.76 2.38 2.38 22.61 Discount Home Furnishing Superstore 869 1000 sq. ft.1.57 40.0%0.94 4.26 2.13 2.13 2.01 Bed and Linen Superstore 872 1000 sq. ft.2.22 40.0%1.33 4.26 2.13 2.13 2.84 Department Store 875 1000 sq. ft.1.95 0.0%1.95 2.7 1.35 1.35 2.63 Apparel Store 876 1000 sq. ft.4.12 0.0%4.12 3.5 1.75 1.75 7.21 Arts and Crafts Store 879 1000 sq. ft.6.21 30.0%4.35 5.8 2.90 2.90 12.61 Pharmacy without drive thru 880 1000 sq. ft.8.51 53.0%4.00 2.35 1.18 1.18 4.70 Pharmacy with drive thru 881 1000 sq. ft.10.25 49.0%5.23 2.35 1.18 1.18 6.14 Furniture Store 890 1000 sq. ft.0.52 53.0%0.24 4.83 2.42 2.42 0.59 Liquor Store 899 1000 sq. ft.16.62 0.0%16.62 1.9 0.95 0.95 15.79 Bank Walk-In 911 1000 sq. ft.12.13 47.0%6.43 3.39 1.70 1.70 10.90 Bank Drive-In 912 1000 sq. ft.21.01 35.0%13.66 3.39 1.70 1.70 23.15 Hair Salon 918 1000 sq. ft.1.45 0.0%1.45 3.39 1.70 1.70 2.46 Hotel 310 Rooms 0.59 0.0%0.59 6.43 3.22 3.22 1.90 All Suites Hotel (Extended Stay/Residency Hotel)311 Rooms 0.36 0.0%0.36 6.43 3.22 3.22 1.16 Motel 320 Rooms 0.36 0.0%0.36 6.43 3.22 3.22 1.16 City Park 411 Acres 0.11 0.0%0.11 4.86 2.43 2.43 0.27 Golf Course 430 Holes 2.91 0.0%2.91 7.86 3.93 3.93 11.44 Golf Driving Range 432 Driving Positions 1.25 0.0%1.25 7.86 3.93 3.93 4.91 Batting Cages 433 Cages 2.22 0.0%2.22 2.09 1.05 1.05 2.32 Multi-Recreational Facility 435 1,000 Sq Ft GFA 3.58 0.0%3.58 2.09 1.05 1.05 3.74 Soccer Complex 488 Fields 16.43 0.0%16.43 2.09 1.05 1.05 17.17 Tennis and Pickleball Courts 490 Courts 4.21 0.0%4.21 2.35 1.18 1.18 4.95 Racquet/Tennis Club 491 Courts 3.82 0.0%3.82 6.43 3.22 3.22 12.28 Health/Fitness Club 492 1,000 Sq Ft GFA 3.45 0.0%3.45 6.43 3.22 3.22 11.09 Athletic Club 493 1,000 Sq Ft GFA 6.29 0.0%6.29 2.35 1.18 1.18 7.39 Health/Fitness Club 492 1,000 Sq Ft GFA 3.45 0.0%3.45 6.43 3.22 3.22 11.09 Other Retail SERVICES LODGING RECREATIONAL ITE Land Use Page 270 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-25 ITE Development Trip Gen Pass By Ave. Trip Rate FNI Adj. Trip Max. Trip Veh-Mi Per Code Unit Rate (PM)Rate w/ Deductions Trip Length (mi) Length (mi) Length (mi) Dev Unit General Light Industrial 110 1000 sq. ft.0.65 0.0%0.65 10.02 5.01 5.01 3.26 Industrial Park 130 1000 sq. ft.0.34 0.0%0.34 10.02 5.01 5.01 1.70 Manufacturing 140 1000 sq. ft.0.74 0.0%0.74 12.12 6.06 6.00 4.44 Warehousing 150 1000 sq. ft.0.18 0.0%0.18 11.15 5.58 5.58 1.00 Mini Warehouse (Self Storage)151 1000 sq. ft.0.15 0.0%0.15 10.83 5.42 5.42 0.81 Data Center 160 1000 sq. ft.0.09 0.0%0.09 9.13 4.57 4.57 0.41 Utilities 170 1000 sq. ft.2.16 0.0%2.16 9.13 4.57 4.57 9.86 Hospital 610 Beds 1.69 0.0%1.69 7.55 3.78 3.78 6.38 Clinic 630 1,000 Sq Ft GFA 3.69 0.0%3.69 7.55 3.78 3.78 13.93 Animal Hospital/Veterinary Clinic 640 1,000 Sq Ft GFA 3.53 0.0%3.53 7.55 3.78 3.78 13.33 Free-Standing Emergency Room 650 1,000 Sq Ft GFA 1.52 0.0%1.52 7.6 3.80 3.80 5.78 Elementary School 520 Students 0.16 0.0%0.16 3.41 1.71 1.71 0.27 Middle/Jr high school 522 Students 0.15 0.0%0.15 4.2 2.10 2.10 0.32 High School 525 Students 0.14 0.0%0.14 4.2 2.10 2.10 0.29 School District Office 528 1,000 Sq Ft GFA 2.04 0.0%2.04 4.2 2.10 2.10 4.28 Private School (K-8)530 Students 0.26 0.0%0.26 6.2 3.10 3.10 0.81 Private School (K-12)532 Students 0.17 0.0%0.17 6.2 3.10 3.10 0.53 Charter Elementary School 536 Students 0.16 0.0%0.16 6.2 3.10 3.10 0.50 Jr. / Community College 540 Students 0.11 0.0%0.11 4.2 2.10 2.10 0.23 University / College 550 Students 0.15 0.0%0.15 4.2 2.10 2.10 0.32 Church/House of Worship 560 1,000 Sq Ft GFA 0.49 0.0%0.49 6.44 3.22 3.22 1.58 Synagogue 561 Member Families 0.27 0.0%0.27 6.44 3.22 3.22 0.87 Mosque 562 1,000 Sq Ft GFA 4.22 0.0%4.22 6.44 3.22 3.22 13.59 Day Care Center 565 Students 0.79 44.0%0.44 3.09 1.55 1.55 0.68 Cemetary 566 Employees 3.81 0.0%3.81 3 1.50 1.50 5.72 Fire and Rescue Station 575 1,000 Sq Ft GFA 0.48 0.0%0.48 2.65 1.33 1.33 0.64 Library 590 1,000 Sq Ft GFA 8.16 0.0%8.16 2.76 1.38 1.38 11.26 MEDICAL INSTITUTIONAL ITE Land Use INDUSTRIAL Page 271 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-26 Sample Calculations The following section details two (2) examples of maximum assessable roadway impact fee calculations. Example 1: • Development Type - One (1) Unit of Single-Family Housing in Service Area 1 Roadway Impact Fee Calculation Steps – Example 1 Step 1 Determine Development Unit and Vehicle-Miles Per Development Unit From Table 4.11 [Land Use – Vehicle Mile Equivalency Table] Development Type: 1 Dwelling Unit of Single-Family Detached Housing Number of Development Units: 1 Dwelling Unit Veh-Mi Per Development Unit: 5.64 Step 2 Determine Maximum Assessable Impact Fee Per Service Unit From Table 4.10, Line 15 [Maximum Assessable Fee Per Service Unit] Service Area 1: $1,347 Step 3 Determine Maximum Assessable Impact Fee Impact Fee = # of Development Units * Veh-Mi Per Dev Unit * Max. Fee Per Service Unit Impact Fee = 1 * 5.64 * $1,347 Maximum Assessable Impact Fee = $7,597.08 Page 272 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-27 Example 2: • Development Type – 125,000 square foot Home Improvement Superstore in Service Area 2 Roadway Impact Fee Calculation Steps – Example 2 Step 1 Determine Development Unit and Vehicle-Miles Per Development Unit From Table 4.11 [Land Use – Vehicle Mile Equivalency Table] Development Type: 125,000 square feet of Home Improvement Superstore Development Unit: 1,000 square feet of Gross Floor Area Veh-Mi Per Development Unit: 2.63 Step 2 Determine Maximum Assessable Impact Fee Per Service Unit From Table 4.10, Line 15 [Maximum Assessable Fee Per Service Unit] Service Area 2: $1,397 Step 3 Determine Maximum Assessable Impact Fee Impact Fee = # of Development Units * Veh-Mi Per Dev Unit * Max. Fee Per Service Unit Impact Fee = (125,000/1,000) * 2.83 * $1,397 Maximum Assessable Impact Fee = $494,188.75 Page 273 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-28 4.4 Conclusion The Town of Prosper has established a process to implement the assessment and collection of roadway impact fees through the adoption of an impact fee ordinance that is consistent with Chapter 395 of the Texas Local Government Code. This report establishes the maximum allowable roadway impact fee that could be assessed by the Town of Prosper within each Service Area. The maximum credited assessable fees for each service area calculated in this programmatic update are as follows (from Table 4-10): Table 4-12 Maximum Assessable Fee Per Service Unit by Service Area SERVICE AREA LINE TITLE 1 (W. of RR) 2 (E. of RR) 15 MAX ASSESSABLE FEE PER SERVICE UNIT ($ PER VEH-MI) $1,347 $1,397 This document serves as a guide to the assessment of roadway impact fees pertaining to future development and the Town’s need for roadway improvements to accommodate that growth. Following the public hearing process, the Town Council may establish an amount to be assessed (if any) up to the maximum established within this report and update the Roadway Impact Fee Ordinance accordingly. In conclusion, it is our opinion that the data and methodology used in this update are appropriate and consistent with Chapter 395 of the Texas Local Government Code. Furthermore, the Land Use Assumptions and the proposed capital improvements plan are appropriately incorporated into the process. Page 274 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix A Water System Model Calibration Data Page 275 Item 18. 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ANDREW LN BRUSH CREEK RD CEDAR LAKE DR SKY LNSONNET D R LONESOME DOVE DR DIMMIT PLFOSTERMILL DRKES T R E L C T FRISCO RANCH RD MILL TOWN DRHYDE CT CAMDEN W A Y GRIST MILL L N WHITE TAIL D R NORFOLK LN TIPPERARY DRFIELD STOL D H I C K O R Y L N STRATFORD DR COUNTY ROAD 123 BEEBRUSH RD LEISURE LN DUBLIN RIDGE DR C OYOTE PAS S T R LANGELINA LNALIS LNCO U N T R Y C REEK L N BROO K H O L L O W C T P R E S T O N CO U N T RYLNCHAPEL HILL LN PRAIRIE D R W REDWOOD CIRWHETSTONE WAY AMBERWOODS LN BEECHWOOD DR WRIGHT S T MOSS CREEK DRBROKEN BEND DRCALLIOPSIS STTIERCELS DR WINCHESTER DROLD STABLES DRKINGSLAN D T R L SAWMILL DR ROCKY PINE RDCLUB OAK CT IRIS RDMILLBENDDRALEJANDRA LN SMITHTON AVE CEDARBROOK L N LITTLE RANCH RDSUNDROP DRPROSPER COMMONS BLVDS MAIN STETON LNENGLISH IVY DRDASHLAND DRCLARENDON DR MILBY DR HIGHBRIDGE LN LOCKTON LN NICHOLAS LNDIAZ ST PALM VALLEY DRISAAC LNMORROW LN STEADMAN DRCONCHO TRLLEXINGTON AVE ARTESIA BLVDSPRI N G B ELL ST OMEGA LN WOODSTREA M DR ST. PETER LN HONEY BROOK LNCADDO CT COLEMAN ST REFLECTION LN MOUNTAIN CREEK LN ROCK HILL RD DOVE CHASE LN BERRY ST SPRUCE ST OAKCREST DR C R O O KED CAT DRCRATER CTROYAL OAKS DRCOUNTY ROAD 83CELESTIAL LN SHERLUCK CT SANDSTONE DRAPLAMADO DR SPENCE PAR K L N MI D P I N E S S T COUNTY ROAD 852VALLEY TRLBRAZORIA DR M A N C H E S T E R A V E DESER T W I L L O W D R SHADYBANK CT RED ROSE TRL GRAIN STLAVACA LN LONE PINE DRORCHARD DRLAKE VI E W C T COUNTY ROAD 7 TOBOSA CIR HENRY PL CR 933 FEATHERSTONE LN SOUTHER N P I N E D R HOMESTEAD CT TWIN LAKES DRBLUE SAGE DR KINGSBURY LN GRAY LNCREEKW O O D L N NEWPORT LN CANNON DR COUNTY ROAD 85 3 SANTA FE LN STATE ST SUMMERFIELD RD RIDGE DRPARISA CTKINGSTON LN STAFFORDSHIRE RD SHASTA LNMOCCASIN CREEK LN WHITE CLOVERLA N C A S H I R E L N LAWNDALE S T ARBOR CREEK LNCATTLE DRPLATT DRMISTY MEADOW DRMILL BRIDGE LAUREL VISTA CT STURGIS DRWILD ROSE CT ARANSAS PASS PL MEADOW DELL DRPADEN LNHERITAGE TRL NILES CTUTE CIROLYMPIA LNN MAIN STDOE CREEK RDCOM M O N S W A Y DOE BRANCH BLVDWOODVIEW DRCOSTA MESA DR PAUL REVERE W A Y DOOLITTLE DR GLEN HAVEN CT TURKEY CREEK TRL GORGEOUS RD WINTER HILL DR OXFORD PL GLADEWATER TER HUNTER LNNORMANDY C I R COUNTY ROAD 857SHARED DRIVEWAYOVERBROOK LN BARC E L O N A L NBUTTONWOOD RDBRENDAN DRALMEDA DRMILLSTONE WAYGRIFFITH PARK DRFERNAN D O R D BROADMOORLNWESTVIEW CT E FIFTH ST W FIFTH S T TOMBSTONE DR LA M O N D C T S CHURCH STMARIGOLD DR TIMBER RIDGE R D DRIFTWOOD CREEK TRL HALL MEADOW LNCORONA CTROBINWOODS DR RAVEN DRLANTANA LN BADG E R CR E E K D R DAISY CORNER DR HACKBERRY CREEK TRL LEANDER PL LARG O L N E SEVENTH ST EXET E R D R WAKEFIELD ST HOR S E SHO E C T INDIANGRASS RDJAC K S B O R O L N NIMBLE DR BELMONT DR DARTMOO R D R REDPINE DR TERR A C E W A Y FALCON DRROCKIN RILEY RD CHERRY SPRING DRHURON CTACACIA P K W Y KINNER DRJOELLE LNCOUNTY ROAD 855SHADY GROVE LNGRAPEVINE CTROCKROSE DRG L O R Y L I L Y D R FORT DAVIS PL PRAIRIE CLOVER LN GREENSP O I N T L N BOOKER CTVISTA PLCASTLE DRCONNEMA R A T R L CANARY G R A S S L N BERTRAM RDCONROE DRTALON CTRED FOX DRVERBE N A W A Y FALCON LNFRASIER LNMOROCCO CT CALMW A T E R D R FORT STOCKTON PL FAIR OAKS LN ASPEN STCOUNTY ROAD 854ELY C T CLAREND O N C T L I V I N G S T O N D R MAN O WAR RDNOONTIDE LNGRASSLAND D R ROSE GARDEN CT AZURE LN REDSTEM DRPRAIRIE FIRE DRSALADA DRWACO LNASHBURY LNN CHURCH STBARNSTORM DR E L TORO RDKAPPA WAYGR A Y F O X L N OREGON TRL BLUEBIRD WA Y UPTON AVE WINDY HILL LNBECKETT DRPROVIDENCEELLICO T T D R AMHERST DRMILES DRMANOR LNDURST HAVEN LNPARKSIDE LNAUDI DRENCINO DR FO R S Y T H I A D RSALT LAKE CTFALCON CREST DRHEATHER LNKYLE C T HELL CAT LN ARROW BROOKE AVE WAVERLY DRCHISHOLM TRL JASMINE LNSUNDANCE CT CLAYSHIRE DR MARFA WAY BUCKLEBURY DRELK HOLLOW RDSOMERSET WAYLENOX D RHIDALGO WAYCRABAPPLE WAYSMOKEBRUSH ST WOODHAVEN D R ROCKHILL PKWY FOXGLEN DR WORTHINGTON WAYKIRKWOOD LNBECKTON ST CROWN MEADOW DR PINE LEAF LN OAKHURST LN LAKESIDE DRLAVENDER DRSAWMILL RDMORGAN DRCLEARWATER DR CISCO WAY SOLANA DRFALCON RDLULLABY LNORIENTAL DRBONIFAY CT TRAI L D R AERONCA LN M A P L E HILL LN LIMESTONE DRSTONYBROOK DRHESTER WAYM ARIGO L D L N CALVERT PLTIMBERFIELD DRBEDSTRAW LN SNAPDRAGON RD SETTLERS DRHEARTLEAF RD LEESBURG CTHAY MEADOW STQUAI L H O L L O W THORNDALE CIREXECUTIVE DRJOHNS WAYCOUNTY ROAD 86ELMHURST CTHYER CI R HARRISON S T SWICKLNSTEARMAN LN CYPRESS HILL DRJ E WEEMS BLVDPALOM INO LN RAIN LILY RDLANNERS DRBIANCO RDWIND ING CREEK RDROCK RIDGE DRTHREE RIVERS D R H EM P S T E A D C T HUNTER CHASE DRAMIS TAD DR TABLE ROCK DRCHESHIRE CTBUCHANAN DRPRAIRIE OAK RDAUSTIN BAYO U T R L SWEETGUM RDBRINKLEY DRBROOK VIEW CT DOWN I N G D R HORSETAIL DR STABLE VISTA ST PALO DUR O D R LONGMONT LNPARKVIEW BLVDHIDDEN LAKE DRE SECOND ST PENROSE AVECOFFEE M ILL RDHAVENBROOK LNB L U E B E L L D R STRATTON DR ST. MARK LN WESTVIEW DRMOONLIGHT TRLCRES T W O O D D R LEVELLAND PLHUDSON DRCROSS TIMBERS DR PRICKLY PEAR RD MOONEY DR SHORTGRASS LN SMILEY RDSNAPDRAGON CT DUTCH HOLLOW DR LANE STPRAIRIE CROSSINGWILLOWMIST DR SOVEREIGN DR CANYON RDGE SPEARGRASS LNMONET LN NOTTING HILL DR PARNELL DR BUFFALO GAP DRTAYLOR LNG L A C I E R P O I N T C T REMINGTON RD AMBERLY L N BEDFORD LN SEATTLE SLEW DR DEER RUN LNCO R R A L D RBLUEWOOD WAYE BROADWAY STSWITCHGRASS STLOST VALLEYDRVISTA RUN DRPACKSADDLE TRL SPRING CR E E K T R L S PARVIN STMUSTANG TRL OAK BEND TRLCIBOLO CREEK TRLN COIT RDNA T I O N A L P I N E S D R COUNTY ROAD 970 SAND TRAP DR POST OAK CT PRAIRIE DOG LN LLANO AVESPANISH MOSS WAYEQUESTRIAN WAYCARMEL RDLARK CIRFRISCO RANCH DR CAVALRY WAYCLIPSTON DRASCOT PL GALVESTON PL LA SALLE RDWILLOWRUN WIL S O N C R E E K T R L LAKEWOODDRSU M M I T H I L L S D R MONARC H L N BLUE RIDGE DRSE A B I S C U I T R D PASSIONFLOWER RD PEPPER G R A S S L N HARPER AVEALLBRIGHT RD WHITE CREST LN SAVANNAH BLVDCUSHMAN RD COUNTY ROAD 858 E THIRD ST PATCH G R O V E D R FALCON CT CORTES DE PALLAS DRRISING STAR BLVDCREEKVI E W C T ELK GROVE LNCORINTH LNSANDERSDR PHANTOM LN COUNTY ROAD 24 GABLES DR SIB Y L LN RICHLAN D B L V DHAYS RDEAGLE CREEK TRLMACLIN DRLIGHTFARMSWA Y ARB O L W A YDA R I A N DR S T A R T R A IL PKWYTWIN EAGLES DR US HIGHWAY 380 A R R OW H E A D D R S COIT RDCOUNTY ROAD 26 FISHT R A P R D BULL ST MANOR LNCOUNTY ROAD 84FISHTRAP RD CR 933COUNTY ROAD 86JACE DRCOUNTY ROAD 50LA CIMA BLVDTEEL PKWYPARVIN RD COUNTY ROAD 50ST.PETER LN EASY LN PROSPER RD CRUTCHFIELD DR COIT RDCOUNTY ROAD 26GEE RDSMILEY RDL A C IM A B LVDFISHTRAP RD RHE A MILLS CI R D O ECREEKRDROCKHILL PKWY RICHLAND BLVD BYRAN RD HAYS RDSUNDROP DRPADDOCK LN FISHTRAP RD LITTLE RANCH RD GEN T L EWA Y STRA T T O N D R WAT E R V I E W T R L PRAIRIE DRCOOK LNGOOD HOPE RDLEGACY DRE OWNSBY PKWY W FRONTIER PKWY PROSPER RD TWIN LAKES DRBELMONT D R SANDERS DR FISHTRAP RD ROCKHILL PKWY CHANDLER CIR LAKE TRAIL LN WINDING CREEK RD FISHTRAP RD GEE RDW FRONTIER PKWY LEGACY DRPARVIN RD COUNTY ROAD 50ACCESS D R COUNTY ROAD 83COUNTY ROAD 6COUNTY ROAD 7 ROCKHILL PKWYFIELDSTCOUNTY ROAD 26N LEGACY DRCOUNTY ROAD 24 HA R P E R R D COUNTY ROAD 6SHAWNEETRLUS HIGHWAY 380 COUNTY ROAD 84 CIRCLE J TRLHAYS RDHERITAGE TRLROCKHILL PKWY WICHITA DR DOE CREEK RD PARVIN RD MILLBEND DR PROSPER RD C R933W FRONTIER PKWY WOODVIEW DRLEGACY DRE FIFTH ST LI G H T F A R M S W A Y E OWNSBY PKWY SMILEY RDWATERTON D R COUNTY ROAD 84HAYS RDOREGON TRL COUNTY RO A D 2 4 S CRAIG RDWARREN DRRICHLANDBLVD LEISURE LN S TEEL PKWYCOUNTY ROAD 123 COUNTY ROAD 26TEEL PKWYTOL E D O B E N D C T WIND ING CREEK RD PRAIRIE D RSMILEY RDSTATE STCOUNTY ROAD 83NTEELPKWYCOITRDCOUNTY ROAD 26COUNTYROAD50S TEEL PKWYFISHTRAP RD KINGSTON LNFISHTRAP RD ALLBRIGHT RD A M B E R W O O D L N COUNTY ROAD 7 COLEMAN ST COIT RDPARVIN RD ARBOL WAY E OWNSBY PKWY N COIT RDPROSPER RD MILLBENDDRCOOKLNROCKHILL PKWY WINCHESTER DR N TEEL PKWYPRAIRIE D R ROCKHILL PKWYSMILEY RDROCKHILL PKWY LANCE DR PARVIN RD CHISHOLM TRL LASSEN DR W FRONTIER PKWY COUNTY ROAD 26PARVIN RD LIPIZZAN LN PROSPER RD PRAIRIE DR QUAIL HOLLOW EOWNSBY PKWY PARVIN RD AMISTAD DRDoeBranch P anther C r e e k Wi l sonCree k G entleCreek P a rvinB ranch RutherfordBranchLittleElmCreek Gent l e C r e e k Parvi n B r a n c h P ar v i n B r a n c h Pa rvin Branch Doe Branch !I 0 1,600 3,200 SCALE IN FEET Created By Freese and Nichols, Inc. Job No.: PRP23229 Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\FINAL_REPORT_PRO_PROJECT\FINAL_REPORT_PRO_PROJECT.aprx\(Figure_A-1)-Billing_Meter_Consumption Updated: Thursday, July 10, 2025 4:14 PM User Name: 08817 TOTAL CONSUMPTION Less than 15,000 gal 15,000 - 50,000 gal Greater than 50,000 gal LEGEND Road Railroad Stream Lake Parcel Town Limit ETJ Boundary Other City Limit County Boundary FIGURE A-1 TOWN OF PROSPER JUNE 2023 BILLING METER DATA Page 276 Item 18. !A!A!AUTUT (#UT (#UT (#UT [Ú !(PR !(PR !(PR !(PR !(PR !(PR !(PR !(PR !(PR 2 MG Prosper Trail Elevated Storage Tank Overflow Elev.= 926 ft. Pump Station Total Pumping Capacity= 32 MGD Firm Pumping Capacity = 25 MGD (1) - 3 MG Ground Storage Tank (1) - 5 MG Ground Storage Tank Overflow Elev.= 714 ft. 2 MG Preston EST Elevated Storage Tank Overflow Elev. = 926 ft. 2.5 MG Lower Pressure Plane #1 Elevated Storage Tank Overflow Elev. = 805 ft. Pressure Reducing Valve Pressure Reducing Valve Modulated Transfer Valve "j "j "j KªKªKªDENTON COCOLLIN COCOLLIN CODENTON COFISHTRAP RD GEE RDS TEEL PKWYFISHTRAP RD W FIRST ST W PROSPER TRL S COIT RDE PROSPER TRL LA C IM A B L V D E FIRST STN COIT RDN DALLAS PKWYPR - 1 Elev. = 704 ft.PR - 2 Elev. = 730 ft. PR - 9 Elev. = 754 ft. PR - 6 Elev. = 788 ft.PR - 3 Elev. = 579 ft. PR - 7 Elev. = 568 ft. PR - 5 Elev. = 658 ft. PR - 8 Elev. = 632 ft. PR - 10 Elev. = 553 ft. 48" 48"48"48"48"48"48"48" 48"48"48"48"48"48"48"48"48"48"48"48"48"48"FM 1385E FIRST ST FM 423N CUSTER RDW FIRST ST E PROSPER TRL N COIT RDE FRONTIER PKWY FM 2478W PROSPER TRL N PRESTON RDPANTHER CREEK PKWY N DALLAS PKWYPRESTON RDS COIT RDN COLEMAN STS PRESTON RDS COLEMAN STVIRGINIA PKWY HILLCREST RDROCKHIL L P K W YS DALLAS PKWYFM 428 W W FRONTIER PKWY TALON LNFM 1461 S CUSTER RDWESTRIDGE BLVD CUSTERRDSDALLASPKWYS PRESTON RDVIRGINIA PKWY ROCKHILL PKWY N PRESTON RDPANTHER CREEK PKWY S PRESTON RDPARVIN RD FISHTRAP RD COIT RDSMILEY RDCR 24 CAREY RD COUNTY ROAD 24 CR 933 W FRONTIER PKWY N COIT RDGEE RDHAYS RDGOOD HOPE RDS TEEL PKWYMILLBEND DR EDEN DRWESTRIDGE BLVDLA CIM A B L V DLEGACY DRS LEGACY DRPRAIRIE DR N LEGACY DRD O E C R EEKRDCOUNTY ROAD 84ARTESIA BLVDCOUNTY ROAD 83SHAWNEE TRLTEEL PKWYCOUNTY ROAD 26N TEEL PKWYVIRGINIA PKWY PANTHER CREEK PKWYCOOK LNLAKEWOODDRP RE S TON HILLS CIR WINDSONGPKWYFAIR OAKS LN E O W N S B Y P K W Y WOODBINE LN LOVERS LNKIRKWOOD LNMEMORY LNWATERVI EWTRLGLACIER P O I N T C T S COIT RDRAMBLING RD J A CKSBOROLN AMISTAD DR FALCON RDUS HIGHWAY 380 SIBYL LN LONE PINE DRG ENTLE WAY AERO COUNTRY RDPR7801 Y A R R O W S TE BROADWAY STLA K E T RAILLNW O O D L A K E PK W Y WORTHINGTONWAYCANY ONLAKEDRDARIAN DR TR AI L D R WI N DI NGCREEKRDS ALADADRCRUTCHFIELD DR LITTLE RANCH RD TWIN LAKES DRBONAR RD MATADOR DR TWIN EAGLES DR PEREGRINE DRCATTLE DRBLUEFORESTDRF R I S C O H IL LS B L V D CIRCLE J TRL HARPER RDROCKHILLPKWY BYRAN RD HOLLYHOCKRDTHACKERY LN OREGON TRL LIGHT FARM S W A Y HERITAGETRLR O S E L A N D PKWYRED DR PRAIRIE CROSSINGL A K E B E N D D R R I V I E R A D R WOODVI EWDRCOLEMAN ST BEDFORD LN O L D FIE L D DR BRISTOL DR WATERTON DR A M B E R W OODLNCYPRES S C R E EK WAY STONY TRLOVERTON A V E COUNTY ROAD 50RICHLAND BLVD ENCINO DRDOEBRANCHBLVDC Y P R ESSHILLDRM A R I G OLDLN PELICAN DR LAKEVIEW DR STRATTON DR HIDDEN LAKE DRBELMONT DR ALLBRIGHT RD WFIFTH ST GENTLECREEK TRL HAM M O C K L A K E D R BECK T O N S TBRISTLELEAFLNCROWN COLONY DRW H IT L EYPLACEDRWILDRIDG EDRACACI A P K W Y CARMELRDHI DDENHA V E N D R SWEETWATER LN CHANDLER CIR A M I STAD A V E L A N C A SHIREL N REDSTEM DRAUSTIN LNST A RTRAI LPKWYEASY LN PROSPER RD E SEVENTH ST RHEA MILLS CIRFAL L HARVESTDREL T ORORDCROO K E D S TICKD R CORRALDR ACCES S DR R I V E R S I D E D R RISINGSTARBLVDKEMAH PL LIPIZZAN LN M IS T F LO W ERDRENGLISHIVYDRMOUNTAIN CREEK LN WATERT R E EDRHIGHBRIDGE LN HARVESTRIDGELNOAK BEND TRLVICTORY WAYSTAR TRACE PKWY MOSSYOAKLNW H I T E R O C K B L V D FORE F R O NT AVE NVIRGINIAHILLSDRALDEN LNHAWTHORNDRBL U E B E L L D R BLANCOLNWICHITA DR COUNTY ROAD 970 POLO HEIGHTS DR ARBOL WAY WHEATLANDRDLANCE DR VISTA VIEW LN CANYON RDGE FLAT CREEK TRLSUSANA LNE L L I C O T T D R DUTCH HOLLOW D R PLATT DR MONTICELLO DR C O S T A M ESA DR NBLU E S T E M D RJACEDR PECANVALLEYDRBROADMOORLNDIANNA DR ROSE GARDEN DRFRISCO RANCH DR CLIPSTON DRPRESTONVIEW DR CEDAR SPRINGS DR L A K E R I DGE DR ALTON WAY KNIGHT LN C A LLIOPSISSTQ U A I L HOLLOW LONE SPRING DR KINGSTON LNTEXA NADRWARREN DR COTTON RIDGE RD N E S SEX DR WOODHAVEN DR EVENING SUN DR GRI N D S T O NED R LA SALLE RD PLUM CT RED ROSE TRL SPRING CRE EKTRL PLUM VALLEYDR VALLEYMILLSDRBRAZORIA DR CEDAR LAKE DR CALVERT PL BERKSHIRE DR FA L C ON VIEW DR CORINTH LNMANOR LNS EA BISCUITRD C A L M W ATER DR PACKSADDL E T RL CHISHOLM TRL T O L E D O BEND C T GATEWAYDRPR 5569 V E RO NADRAVALON DR EAGLEMONTDR NOLES RD DALEA DR C O M MONSWAYS P IC EW O O D DR ANT L E R D RSPEARGRASSDR PRESTON COUN T R Y L N WINCHESTER DRBRIDGEWATERBLVD NOTTING HILL DR HA R TLINEHILLSLEISURE LN C HALKHILL MI DPI NESSTPAVONIA LN CLEARWATER DR C E R R IL L O S DR E SIXTH ST AGAVE DR WILD GINGER DRPEBBLE CREEK DRHAWKINS LNCROSS V I N E D R SWICK LNCOPPERCANYONDRD R Y C RE E K B L V D EQUESTRIAN WAYSBLUESTEMDRLIT T L E A N N E D R EAGLE LN BRADFORD DR H A M P S H IR E D R P R E S T WICKHO L L OWDRNLUKENBACHDRIZABELLA CT COLLIN CT N MAIN STBAINBRIDGE LNHAVENBROOK LNSTILLHOUSE HOLLOW DRCHAPEL HILL DRW I L DR Y E R D G GLORYVIEW RD SIGNAL HILL DR WI LLOWRI DGEDRWILLOWV I E W DR E FIFTH ST CALMWOOD DR CREEKWOOD L N KINGSBRIDGE LNMATTHEWLNESTES LNCRES T W O O D D R W A T E R DANCE DR SNAPDRAGON CT ATLANTIC LN ROSARIO RDKIOWA DR HAWK WOOD LNPLAYA DEL M A R D R M A P LE HILL L N BLUEBERRY HILL DR CEDAR BREAKS VIEWMCKINLEY STTRAVIS LNLEONA STPOMONA LNS LUKENBACH DRBUTCHART DRBENBROOK BLVD RIDGECROSS RD GOLDENBEARLNSABINE DR CENTENARY DRN WESLEY DRCREEKPLUMRDBALTIC LNBEACON HILL DRPOROSA LN DOUBLE B TRL SANTA FE LN CORNET CTROBINWOODS DR TERESA LN P E P P E R GRASS L N COUNTY ROAD 854COFFEE MILL RDDE S E R T WILLOWDR COTTAGE LN CHARL O T T EDRANTELOPE CTOL D EAGLE RIV E R L N E EIGHTH ST WILLOW RUNCOUNTR Y B ROOKLNCOUNTRY VIEW DR ARCTIC DR HARRISBURG LN BRIDGEPORT DR GALVESTON PL HORIZONSDRBURNT PRAI R IE L N SVIRGI NI AHI LL S D R PASEWARK CIR WATERVIEW DR GARDENIA ST STEVENSPOINTDRMT EVANS DR NORFOLK LN LONGM O N T LNLONESOME DOVE DR FERNA N DORDPEREGRINEPTMESA DR BARNSTORM DRFIELDVIEWCT MOSS HAVEN LNNOEL DRMOSSGLENDR NEWPORT LN BEAVER TRL HARCOURT AVESWITCHGR ASSST SETTLERS DR ARROW BROOKE AVE EXECUTIVE DRDICKENS DRHICKORY CREEK DR COASTAL DR COYOTE RUNCOUNTY ROAD 6JESSICA LNT OW NLAKEDRTHUNDER RDCHEROKEE ROSE TRLI V Y G L EN C T PENROSE AVELEWISCANYON DR GULFSTRE A M D R C A MDEN WAY BROWNWOOD PL MILLERS CREEK DRHONEYVINELN MILLTOWN DRS T O N E C R E E K DR SHARED DRIVEWAYDO V E R D R BUFFALO HILLS DR WILSON D R RIDGE CREEK LN HIGH LINE DR JERICO DR CLAYSHIRE DR GR A Y F O X L N VILLITA ST VISTARUNDRGREAT TRL LIBERT Y D R CHERRY BLOSSOM LN REMINGTON RD FIELDS RDHEDGE BELL DRETON LNS A NJUA N AVE MILL BR A N C H D R LIGHTSTONE LNWINTER HILL DR ROYAL OAKSDRTAHOE TRLRED FOX DRCEDAR TRL ALISLNOLD DAIRY FARM RD SAN PEDRO ST LONG BRANCH DR CURRY C R E E K D R RUGBY LNPOSADA DRWILLOUGHBY WAYL E N O X D R BL U E S K IE S DRGR O V E D R TOMBSTONE DR SAW DUST D R A SHBURYLNCHAPEL HILL LNCAVANALHILLDR AMBERWOODS LN OAKHURST LN ELM PARK DRSHERIDAN STBAIRD WAYBRI S CO EDR BOTTL E B R U S H D RBLUESAGEDR BEEVILLE CTFARMLAND DRJ E WEEMS BLVDROCKRIDGEDRWAKEFIE L DSTSPEARGRASS LNFISHER RD BOSWELL DR PATCH GROVE DR MOUNT OLIVE AVEINDUSTRY WAY FARMINGRDHI G H P L A I N S D R COTTON F I E L D R D CAVA RD ASHTON RIDGE DRBELMEADE DR MUSKET BA L L PL TRADEWINDS DR LAKESIDE DRCRIANZA RDCROSSLAKE CT CEDAR CREST LN THREE RIVERS DR FALCON DRCANNON DR CROWN RIDGE DR COUNTY ROAD 123 MARBELLA DRR O U N D P R A I R I E L N BUGATTI DRBRIARC LIFF DR SOVEREIGN DR SOLEDAD RD DE L C A R M ENDRFISK LNCOLUM BIACT CLARENDON DRBALLOCH DRSTUTTGAR T D R FORT STOCKTON PL MEADOW TRAIL LN RAINWATERCR E E KWAYTIMBER RIDGE RD FENWAY DR COUNTY ROAD 858 MEADOW RIDGE D RVAQUERO L N MIDDLETON LNLITTLE R I V E R DR ST.PETER LN DEER RUN LNTIMBER WAG O N D R CHESAPEAKE LNJASMINE LNPRAIRIE DOG LN EMER A L D L A K E L N ECHO D R DODGE TRLMAXDALE POST OAK CTSKYFLOWERLN HALLMARK CTCOTTONTAIL DRGLEN RO S E D R SUNDANCE CTCARNOUSTIE LNFILLMOR E D R MAGNOLIA BLVD VISTA MEADOW LN FAWN MIST DR BLUE RIDGE DRLOST VALLEYDRBUSINESS PARK DRSMOKEBRUSH ST CHIPPING TRLMAHARD PKWYKOMRON CT H A R V A R D A V E RAMSBURY LNWENTWORTH DRGREENWO O D M EMOR I AL D R AMERICAN PHAROAH WAYS P RI N GH OUSEWAYSUM MITHILLS DR ALEXAN D R IA D RHIDEAWA Y P O I N T E D R D E V O N S H IR E D R GROVE VALE DRMISTY M E A D O WDRB ARC E L ONA LN HEARTLAND DRHACKBERRY CREEK TRL MO O R L A N D P A S SDRLOCKWOOD DR SUMMERFIELD RD HICKORY KNOLL LN G R A S S L A N DDRRIDGEDRVALLEY GLEN DR S TAR M E ADOW D R WOODLAWN TRLTETON PL LAKEMONT DR L ANCER L N EL YC T LONGW O ODDRTWELVE OAKS LNDRUMMOND DRM E N O M N EETRLWACO LN AUTUMN BREEZE DRBRINKLEY DRREGAL OAKS DR S RED OAK CIR EXETE R D R OLYMPIA LNBETTSLNAVIARY DRCIBOLO CREEK TRLOXFORD PL REFLECTION LN N RED OAK CIR TANNER SQWILLOWICK LNWAGONW H E E L W AY PROGRESO STGREYSTONEDRPRICKLY PEAR RD AUDI DRFORT DAVIS PL COTT ON W O O DDRMEADOWGREENGRANT PARK WAYALVISO RD DOVE CREEK C IRGORGEOUS RD S H O O T INGSTARDRMERCER WAY MERLIN CT PIEDMONT PARK D R RANSOM RIDGE RD ASPEN STMUELLER L N ALEJANDR A L N FRISCO RANCH RD F ORSYTHE DR PHEASANT RUN STMILLSTO N E W AY SWEETGUM RDLLOYD STEARMAN DRCLARITA LNMEDITERRANEANDR CALLCOTT STC REEKVIE W C T TIMBERWOLF LN STARFIRE DR B IG SPRING TRL CHEYENNE MOON LN BLAKE GARDENS SUSSEX DR FOXGLEN DR S REDWOOD C I R FOX CROSSING L NNATIONAL PINES DR DENTWOOD TRL ATWOO D D R LAUREN CREEK LNLUPINERDROBISON CREEK DR1385 RANCHETTE RD GARY DR ELK HOLLOW RDWHISTLER LNWAVERLY DRBAVARIANDRC HAMA STCOPPER PT SMITHTON AVE L A T IGO C T LAU G H L I N LN PHANTOM LN STEADMAN DRTAYLORLNPROVIDENCECASSIDYSTASCOT PL EDGEWATER DRARBOR RIDGE CTCOPPERHEAD LN SPIDER LILY RD AMBER DOWNS DRBOZMAN TRLHOPEWELL DRSKYLOR A V E SPARROW PTHARVEST COVE TRL BECKETT DR PEPPERVINE RD PARKVIEW LN YELLOWCRESS DRBELMON T WAY AZU L LN EASTMINSTER DR WAGON WHEEL TRL COTTON B E L T L N WESTMORELAND DRDEERH URSTPL BRYAN ST WINDY HILL LNBROOKHILLLNZAHARIAS D RLIVEOAKLN BLACKB E R R Y S TSTEPHANIE LN ROYALWOOD LN BLO O M D R PEQUIN DR HEARTLEAF RDHUD S O N D R HYDE CT TURKEY CREEK TRL NOONTID E LN MOONEY DR BRAZORIA LNTIPPERARY DR FALCON CT WEATHERWOOD DRBEEBRUSH RD STONYBROOK DR PROSPER COMMONS BLVDBEECHWOOD DR PRAIRIE OAK RDCOUN T Y R O A D 23 CO L D W A T E R D R SAND TRAP DR S A D D L E H O R N C TBLANCA L NSANTA ANN STSTEARMAN LN SEDGE GRASS DRB O S H H I DEAW A YRNCHSANDSTONE DRBROADHURST LNM A N C H E S T E R A V E JASMINE WAY HENRY PL FOWNES LINK DRGENERAL BO NDCTYORK PLDOVE CREEK STSHASTA LNWHITE CLOVER GREENSPOINT LN ANGLETON CTCANARY GRASS LNNILES CTFRIO RIVER TRLBUFFALO WAYCRIPPLE CREEK D RCEDAR BEND CTGRIFFITH PARK DRCOMAL CT SANTA A N I T A S T MARIGOLD DR HAPPY RDINDIANGRASS RDROCKIN RILEY RD MORNINGSIDE DR FRASIER LNMOROCCO CT PARKSIDE LNCASMIR DR MIRAGE D R ALEXIS D R TRINID A D CTHIDALGO WAYSUNNY LNLULLABY LNMUFASA LNJOHNS WAYJUSTIN TRLPEAK CIRELMHURST CTHYER CIRST JULLIAN STPROSPER RD COUNTY ROAD 50SCOITRDROCKHILL PKWY WESTRIDGE BLVD US HIGHWAY 380LEGACY DRRICHLANDBLVD ROCKHILL PKWY COUNTY ROAD 26NTEELPKWY HARRISBURG LN PRAIRIE DR E FIFTH ST RICHLAN D B L V DLACIMA B L V D E OWNSBY PKWY SHARED DRIVEWAY TEEL PKWYCOIT RDST. PETER LN 12" 30"16"42"20"24"36" 12" 12"12"12"24"16"12"12"12"12"1 2 " 20" 12"12"20"12"12"12"12"12"12"12" 12"12"12"12"30" 12" 12"12"42"12"12"12"12"16"12"12" 12" 20" 12" 12" 12"12"20"12"12" 12"12"12"12"12"20" 12"24"12" 12" 1 2 " 12" 1 2 "12"12"16"12"12"20"12" 12"12"12"12" 12"12"20" 12"20"12" 20" 42" 12" 20" 12"12"12"12"42" 12" 12"24"12"12" 30" 12"12"16"12"24"12" 12"12"1 2 " 12"12"12"12"12"12"24"12"12"30"16" 24" 12" 12" 12"12"12"12"12"20" 12" 12" 24"12"12" 12" 12"12"12" 12"12"12"24"12" 20"12"12"12"12" 12" 20" 12" 12"12"16" 12"12"12"12"12" 20"12"20" 12"12"20"12"12"12"20" 20"12"12"20" 12"42"16"12"20" 20"12"1 2 "12"12" 12"12"12"16"42" 12" 24"24"12"12"12"20" 24"20"12"16"12"12"12" 12"12"20"12" 12" 42"16"12"12"12" 24"12"12"20"16"12"12" 12" 12" 12"12"16"12"12"20"12" 20" 12"12"12 " 12"12"12"30" 42"12"12"12"24"12"12"12" 24" 12" 12" 12"12"30"12"12"12"12"12"12" 30" 12" 12"30"24"12" 12"12"12"20"12"30" 42" 42"24"12" 30" 12" 20" 12"12"12"12"12"42"20" 24"12"12" 20" 20" 12 "12"12" 20"12"42" 12" 20" 12" 12"12"12"12" 12"30"20" 12" 12"12"42"12"20" 42" 16"12"42" 30"12"20"12"20" 20" 20"20"12"12" 12"12"16"12"12"12"12"20" 12"12"42"12" 20"12"12"42 "42"12"20"12" 12" 12"12"12"12"12"12"20"30"12"20"12" 12" 12"12"30" 12" 12" 12"16"12" 20" 20"12"24"30" 12"16"12"16"12" 12" 30" 30"12"12"20"24"12" 16"12"12"12"12" 42" 1 2 "24"12" 12"16"12" 16" 42"12"12" 12"12"12"12"12"12" 12" 12" 12" 12" 20" 12" 12" 12"12"12" 12" 12" 12" 42" 12" 20" 12" 12"30"24"12"16"42" 12"12"12" 12"30"12"30"12"12"42" 12"12"16"12" 12"42" 20" 30"12"16"12" 12" 12"12"12"42" 6" 8" 4" 8"8"8" 8 " 6 "8"8"8"8" 8" 8" 8"6"8" 8" 8" 8"8"8"8"8"8" 8" 8"8"8"8"8"8" 8" 8" 8"8"8"8"8"6"8" 8" 8 "8"8" 6"8"8"8"8"8" 8"8" 8"8"8"8"8"8"8"8"8"8" 8"8"8"6"8"8"8"8"8" 8"8"8"8"8"6"8"8"8"8"8" 6"6"8" 8" 8" 8" 8" 8"8"8"6"8" 8" 8" 8"8"8 " 8"8"8" 8"8"8"8" 8"8" 8" 8"8"8" 8" 8" 8"8"8" 8" 8"6"8"8"8"8" 8" 8" 8"8"8" 8" 8" 8" 8"8"8"6"8"6"8"8"8"8"8"8"8"8"8" 8"8"8"8"8" 6"8"8" 8" 8"8"8"8"8"8"6" 8"8"8"8" 8"8"8"8"8"8"8"8"8" 8" 8"8"8" 8" 8 " 8" 8"8"8" 8" 8"8"8"6"8"8"8"8"6"8" 8" 8" 8" 8" 8" 8" 8 "8"8" 8"8"8"8"8"8"8"8"8"6" 8"6"8"8"8"8"8"8" 8" 8" 8"8"8"8"8"8"6"8"8"8" 8" 8"8"8"8"8 "8"8"8"8"6"8"8"8"8"8"8"6"8"8"8"8"8"8"8"8"8" 8" 8" 8"8"8" 8" 8"6"8" 8" 8" 6"8"8"6"8" 6" 8"8"8"8"8" 8" 8" 8" 8"8"8"8"8"8"8"8"8" 6"6"8"8"8"8 " 8"8"8"6"8"8"8"8"8" 8" 8" 8" 8" 8" 8" 8" 8"8"8"8"8" 8"8"8" 6"8"8"8"8" 6"8"8"8" 8"8"8"8"8" 8" 8"6"8" 8" 8"8"8" 8" 8" 8" 8" 8"8"8"6"8"8" 8"8"8" 8" 8"8"8"8"8" 8 " 8"8"8"8"8"8" 8" 8" 8"8"6"8" 8"8"8"8"8"6"6"8"8"8"8" 8" 6" 8" 6" 8" 8" 8" 8" 6" 8"8"8"8" 8" 8"8"6"8" 8"8"8"8"8" 8" 8" 8" 8" 6"8"8" 8" 8"8"8" 8" 8"8"8" 8"8" 8" 8"8"8"8"8"8"8" 8"8"8" 6" 8"8"8"8"8" 8" 8" 8"8"8"8"8"8"8"6"8"8"8"8" 8" 8" 6"8"8"8"8"8"8" 8"8"8"8"8" 8" 8"8"8"8"8" 8"6"8"6"8"8"6" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8"8"8"8"8" 8" 8"8"8"8"8"8"8" 8"8"8"8"8"8" 8"8"8"8" 8"8"8"8" 8"8"8" 8" 8" 8" 8"8"8"8" 8 " 8"6"8"8"6"6"6"6"6" 6" 6"6"6"6"6"Doe B r a n c h P anther C r e e k Wi l s onCree k GentleCreek P a rvin B ranch R u t h e r fo r d B ra n c h Parvi n B r a n c h Gent l e C r e e k P arvin Branch Doe Branch ParvinB r an c h !I 0 1,600 3,200 SCALE IN FEET Created By Freese and Nichols, Inc. Job No.: PRP23229 Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\FINAL_REPORT_PRO_PROJECT\FINAL_REPORT_PRO_PROJECT.aprx\(Figure_A-2)-Pressure_Recorder_Location Updated: Thursday, July 10, 2025 4:14 PM User Name: 08817 PRESSURE PLANES Upper Pressure Plane Lower Pressure Plane Transfer from UPP to LPP LEGEND !(PR Pressure Recorder !APressure Reducing Valve UT Ground Storage Tank (#UT Elevated Storage Tank [Ú Pump Station 8" and Smaller Water Line 10" and Larger Water Line NTMWD Water Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE A-2 TOWN OF PROSPER PRESSURE RECORDER LOCATIONS Page 277 Item 18. Power BI DesktopTown of Prosper Field Pressure Testing Results Upper Pressure Plane Date Range 7/5/2023 7/19/2023  20 40 60 80 100 120 140 Pressure (psi)Jul 05 Jul 07 Jul 09 Jul 11 Jul 13 Jul 15 Jul 17 Jul 19 PR1 PR2 PR5 PR6 PR8 PR9 © 2025 TomTom, © 2025 Microsoft Corporation© 2025 TomTom, © 2025 Microsoft Corporation Pressure Recorders Select all Upper Lower Addresses 1500 Highland Meadows Ct 2662 E Frontier Pkwy 720 Columbia Dr 920 Coral Ridge Ct Montebello Dr & Arrowhead Dr West Yorkshire Dr & Highpoint Dr Pressure Statistics Min: 28 psi Max: 133 psi Avg: 87 psi Page 278 Item 18. Power BI DesktopTown of Prosper Field Pressure Testing Results Lower Pressure Plane Date Range 7/5/2023 7/19/2023  70 80 90 100 110 Pressure (psi)Jul 05 Jul 07 Jul 09 Jul 11 Jul 13 Jul 15 Jul 17 Jul 19 PR10 PR3 PR7 © 2025 TomTom, © 2025 Microsoft Corporation, © 2025 TomTom, © 2025 Microsoft Corporation, © OpenStreetMap© OpenStreetMap Pressure Recorders Select all Lower Upper Addresses 4500 Blue Stem Dr 4500 Walnut Grove Ln 5400 Mustang Ln Pressure Statistics Min: 71 psi Max: 109 psi Avg: 92 psi Page 279 Item 18. Power BI DesktopTown of Prosper Field Pressure Testing Results Date Range 7/5/2023 7/19/2023  20 40 60 80 100 120 140 Pressure (psi)Jul 05 Jul 07 Jul 09 Jul 11 Jul 13 Jul 15 Jul 17 Jul 19 PR1 PR10 PR2 PR3 PR5 PR6 PR7 PR8 PR9 © 2025 TomTom, © 2025 Microsoft Corporation© 2025 TomTom, © 2025 Microsoft Corporation Pressure Recorders Select all Lower Upper Addresses 1500 Highland Meadows Ct 2662 E Frontier Pkwy 4500 Blue Stem Dr 4500 Walnut Grove Ln 5400 Mustang Ln 720 Columbia Dr 920 Coral Ridge Ct Montebello Dr & Arrowhead Dr Pressure Statistics Min: 28 psi Max: 133 psi Avg: 89 psi Page 280 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix B Wastewater System Flow Monitoring and Model Validation Data Page 281 Item 18. !( V V V V V V V V ä ä ä ä ä ä ä ä ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! !! ! ! ! ! ! ! !! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! !! ! ! ! ! !! !! ! !!! ! ! !! ! ! !!!!! ! ! ! ! ! !! ! !!! ! ! !! ! ! ! ! ! !! ! ! !! ! ! ! ! ! ! ! ! ! ! ! !! ! ! !! ! ! ! ! !! ! !!!! ! ! ! ! ! ! !! !! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! !! ! ! ! ! ! !!! !!! !! ! ! ! ! ! !! ! !! ! ! ! ! ! ! ! ! !! ! ! !!! !! ! ! !! ! ! !!! ! ! !!!!!!!!! ! !!!!! ! ! ! ! ! ! !! ! ! ! ! ! ! !! ! ! !! ! ! !! !! ! ! ! ! ! ! ! !! !! ! ! ! ! ! ! ! ! ! ! ! !! ! ! !! ! ! !!! ! ! ! ! !! ! ! ! ! !! ! ! ! ! !! ! ! ! ! !!! ! !! ! ! !! !!! !! ! ! ! ! !! ! ! ! ! !!! 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HALTON DR LAKEWOO D D R COUNTY ROAD 24 MEMORY LNWATERVI EWTRLS COIT RDRAMBLING RD J A CKSBOROLN F R IS C OHILLS B L V D S TEEL PKWYS INDEPENDENCE PKWYFALCON RDW YETH A VELONE PINE DRGENTLEWAYAERO COUNTRY RDCOUNTY ROAD 83Y A R R O W S TW US HIGHWAY 380 TALON LNB E LO D R COUNTY ROAD 933WORTHINGTONWAY W O O D L A K E P K W Y 0 BRAZORIA DRCANYONL A K EDRWI N DI NGCREEKRDTUDOR PL TEEL PKWYAV OCET LN HARDY DRTWIN LAKES DRLITTLE RANCH RD W UNIVERSITY DR E FM 1461 MATADOR DR TWIN EAGLES DR PEREGRINE DRBLUEFORESTDRSCOLEMANSTAUBREYPKWYSTRATTON DR NI COLLETDROREGON TRL TRACE DR LIGHTFARM S W A Y S PRESTON RDHERITAGETRLR O S E L A N D PKWYRED DR BALLENGER RD PRAIRIE CROSSINGE L L IC O T T D R L A K E B E N D D R MELVINA DRWOODVI EWDRSUTTON FIELDS TRL BEDFORD LN PAINSWICK DR MONTGOMERY LN PENSBY DR O L D FIE L DDR BRISTOL DR RIVIERA D R MADE L E IN E A V E A M B E R W OODLNCOMMONSWAYCYPRES S C R E EK WAY OVERTON A V E HIGHTOWERST COUNTY ROAD 50CARMELRDC Y P R E SSHILLDRPELICAN DR RED BUD DRPRIORY DR LAKEVIEW DRDOEBRANCHBLVDCRUTCHFIELD RD ALLBRIGHT RD BEC K T O N S T HAM M O C K L A K E D R FALLWOODS T BRIXLEY BLVDMAL I ND A D R HIGHPOINT DRBRIDGEWATERBLVD WILDRIDG EDRWENTWOODDRBREEZEWAY BLVD LIL A C L N ETTA TERHI DDENHA V E N D R WESTRIDGE BLVDADAIRRDCHANDLER CIR A M I STAD A V EAUSTIN LNCHURCHILLDREASY LN RHE A MILLS CIR HI L L CRESTRDEL T ORORDFA L L HARVESTDRCORRALDR C A R R E RA DR OAKMERE LN KINGSTON LNSANDHILL WAY KEMAH PL RIV E R S I D E D R RISING STAR BLVD LIPIZZAN LN RICHLAND BLVD M I S T F L O W E R DRVICTORY WAYLIVERPOOL ST WATERT R E EDRHARVESTRIDGELNSHEARWATEROAK BEND TRLNINDEPENDENCEPKWYELLINGTONDRHUMBER LN W H I T E R O C K B L V D FORE F R O NT AVE NVIRGINIAHILLSDRALDEN LNBL U E B E L L D R BLANCOLND O ECREEKRDPOLO HEIGHTS DR GAT E S P KWYCOUNTY ROAD 970 VERNON DR PELHAMDRWHEATLANDRDWHIMBREL CT BATESWAYGORDON HEIGHTS LN LANCE DR VISTA VIEW LN FLAT CREEK TRL CHESHIRE ST SUSANA LNDAISY CORNER DR PLATT DR DUTCH HOLLOW D R MONTICELLODRC O S T A M ESA DR NBLU E S T E M D RJACEDRSLEGACYDR SP EARGRASSDRPECANVALLEYDRARTESIA BLVDWORDSWORTH AVEROSE GARDEN DRKEECHICREEKDRPRESTONVIEW DR FRISCO RANCH DR L A K E R IDGE DR ALTON WAY C A L L IO P SISSTQ U A I L HOLLOW LONE SPRING D R WARREN DR VAQU ERO L N COTTON RIDGE RD NBENNETT TRLHERITAGE W A Y ESSEX DRABBY DR GRIN D S T O NED R BOTTLEBRUSH DRLA SALLE RD PLUM CT GAMBEL R D ROSTHERNE DR RED ROSE TRL SEABISCUITRDSPRINGCRE EKTRL PLUM VALLEYDR BLUEBONNET LN WIMB E R L E Y DR VALLEYMILLSDRARLO WAY D E V O N S H IR ED R ZAIDE WAY MOSSY OAK LNCALVERT PL FA L C ON VIEW DR ELISE LN C A L M W A TER DR E D WA R D DR M AVERICKWAY FRONTIER PKWY B O H A N NONDRS U N D R O PDRCARNATION ST AGAVE D R V E RO NADRAVALON DR EAGLEMONTDRHORIZON LNSE R ENITY WAY ANT L E R D R P R A IR IE C L O V E R RD CORPORATE DR LUCY LNCLEVES AVEASTON DR NOTTING HILL DR EDMONDSSTS K Y F L O W ER LNCEDAR BREAKS VW C E R R IL L O S DR O V E R B R O O K PKWY WELWOO D R D PRESTON COUN T R Y L NLILLIAN CTWILD GINGER DRAMBER STPEBBLE CREEK DRSWICK LNBENBROOK BLVD RUE DRSNAPDRAGON RD D R Y C RE E K B L V D L AD Y S M A N T L E W A Y SBLUESTEMDRLIT T L E A N N E D R VERMILLION DR COUNTY ROAD 26 BRADFORD DR BERYLLI N E L N MAPLEBENDDRCOLLIN CT PRAIRIE TRAIL AVENLUKENBACHDRZENYATTA CT L A N DRUMRDPR IVATE ROAD 5155 PLATTERIVERTRLW I L DR Y E R D G HOLLYHOCKRDIZABELLA CT APPLEWOODLN ARAGON LN JOHN CAM P B E L L T R L SIGNAL HILL DR PHYLLIS PLPRIVATERO A D 5 312S A M P S O N L N CALMWOOD DR MATTHEW LNESTES LNSNAPDRAGON CT ATLANTIC LN ROSARIO RDW A T E R D ANCE DR PLAYA DEL M A R D R M A P LE HILL L N LEONA ST BE L MONT W A Y POMONA LNBL U E B E R R Y H I L L D R WESTVIEWDRS LUKENBACH DRSNOWDROP DR UNION PARK BLVD CORINTH LN HONEYCUTT DR GOLDENBEARLNCARLTON DR SHADYBROOKDR LEVELLAND PLCREEKPLUMRDADAMS PLEXECUTIVE DRMALABAR HILL DRBALTIC LN CORN W A L L DR STARLIGHT CREEK DRREADYWAYREZNER BLVD F IR E G L A SS WAY GATEWAY DRTUMBLEGRASS RD FRISCO STANEM O N E L N SHERLUCK CT ROBINWOODS DR TERESA LNLAFERTY STCORNET CTCOUNTY ROAD 854BURKESVILLE LN T A L L M E A D O W WAY COFFEE MILL RD COTTAGE LN CHARL O T T EDRANTELOPE CTOL D EAGLE RIV E R L N CANYON LAKE VWODYSSEYWAYFAIRHOLME D R HAVANNAH DR COUNTRY VIEW DR ARCTIC DR BIRD CHERRY LN HARRISBURG LN DUNFRIESRD GALVESTON PL KENT LN CLEAR CREEK PKWY CROWNMERE DR BURNT PRAI R IE L N SVIRGI NI AHI LL S D R PASEWARK CIR HALTER DR HORIZONS DRGARDENIA ST STEVENSPOI NTDRBLAKELY PL MT EVANS DR R A I N WA T E R CREEKWAYNORFOLK LNLIVINGSTON DRPA L E STINEDRFERNA N DORDBRACKEN DR TABLEROCKDRPEREGRINEPTPLEASANTRIDGEWAYCARIBBEANDRBARNSTORM DRFIELDVIEWCT CORONET AVE HOLLY H OCKDR RANGER R D NOEL DRNEWPORT LN HARCOURT AVESWITCHGR ASSST ARROW BROOKE AVE SETTLERS DR DICKENS DRCRAN B R O O K D R GODWIN DR COASTAL DR THUNDER RDCHEROKEE ROSE TRLFERRERS DR CITATIO N R D PENROSE AVEDROVER CREEK RD GULFSTRE A M D R WESTMINSTERAVEBROWNWOOD PL S T I L L H O U S E H O L L O W C T MILLTOWN DRTYLER DR BUFFALO HILLS DR LACEFIELD DR LILYANALNRIDGE CREEK LN JERICO DRWOOD RIVER TRLLONG PARK AVERENNER LNBRUNSWICK DR DALEFORD DR VILLITA ST SANDOWN DR HIGHLANDBAYOUD R GREAT TRL GR A Y F O X L N PARNELL DR CHERRY BLOSSOM LN T A LA M O RELNLAVINA L N DARLINGTONWAYHEDGE BELL DRWAVERLY DRS A NJUA N AVELIGHTSTONE LNWINTER HILL DR ROYAL OAKSDRCEDAR TRL HERITAGE DR ALIS LNLONG BRANCH DR OLD DAIRY FARM RD SAN PEDRO ST BANCROFT DR CANADIA N R I VERDRCURRY C R E E K D R NAC O NADRRUGBY LNPOSADA DR CAMILLE XING STABLEFOR D S T ROSEDALE DRWILLOUGHBY WAYSTALLION TRAIL WAYBL U E S K IE S DRGR O V E D R HEARTLAND DRSAW DUST D R CHAPEL HILL LN A U S TIN BAYOU TRL GEOFFREY ST HUDSONLNSTEINBECKAVEGLADE HILL DRAMBERWOODS LN SHERIDAN STBAIRD WAYBRI S CO EDR BEEVILLE CTPATCH GROVE DR FARMLAND DRJ E WEEMS BLVDBIDWELL PARK DR BOSWELL DR MOUNT OLIVE AVEFARMINGRDDID I O N D R COTTON F I E L D R D CAVA RDBERGAMOT A V E BELMEADE DR WAKEFIE L DSTHI G H P L A I N S D R MUSKET BAL L PLLOTTAVEALAMOSARIVERDRCHAMPIONSHIP DRHOLLANDWOOD DRHEATHERTO N D R GLOUCE S T E R D R CRIANZA RDW HIRLAWAY CT FORE S T B N D HANGING GARDEN DRCROWN RIDGE DR COUNTY ROAD 123 R O U N D P R A I R I E L N BUGATTI DRST O V A L L L N WEBBER DRROBIN RD SOVEREIGN DR SOLEDAD RDTEA TREE RDFISKLNGARDENIA RDOL I V E A V E PASSIONFLOWER RD PRIVATE ROAD 5156SAN PAULO STFORT STOCKTON PL STUTTGART D RPAINTBRUSHWAY TANNER DR CLARENDON DR MEADOW TRAIL LN ALVIRIA DR HERON DR GLADESIDE AVEFENWAY DR COUNTY ROAD 858GRANDE VWASHBURN DR EMER A L D L A K E L N WALES ST CHESAPEAKE LN LITTLE R I V E R DRAGATHA LNHUBBARDPARKLNCOUNT Y R OAD 853 DODGE TRLALA B ASTA D R RANCHETTE RD PARAMOUNT WAYCOTTONTAIL DRGLEN RO S E D RCARNOUSTIE LNM AJESTICPRINCE ST VISTA MEADOW LN LOST VALLEYDRPARISH LNBUSINESS PARK DRHAWKINS AVEASLYNN CI R CHIPPING TRLHADRIAN AVE SOUTH G A T E DRRAIN LILY ST JULIANNE LNPLEAT LEAF RDHIDEAWAY RDPRES T W I C K H O L L O W D RPRIVATEROAD5405 WENTWORTH DRORCHARD STINDIANGRASSLNAMERICAN PHAROAH WAYSUM MIT HILLS DR ALEXA N D R IADR COTTONTAIL LN H I D E A W A Y P O I N T E D R B ARC E L ONA LNDUDLEY STVALLEY GLEN DR COUNT R Y C R E E K LN WHITMAN DRSUMMERFIELD RD HICKORY KNOLL LN G R A S S L A NDDRRIDGEDRTRURO STBARCLA Y L N LUPINERDWELLSPRING PKWYWOODLAWN TRLRIVER BEND PL W UNIVERSITY DR W CARLISLE DR LORNA DOONE LNM E N O M INEEDREL YC T LAKEMONT DR BOONE DRROSECROFTCT CENTRAL D RGRAY S O N LN JAMISONST CALIENTE DR SUNDAY SILENCE LN ALEXANDRA LN WIREGRASS RD COUNTFLEET W A Y WACO LN AUTUMN BREEZE DR TIMBER CREEK LN BRINKLEY DRB E T O N Y S T J ESSIELNBETTSLNAVIARY DRCIBOLO CREEK TRLS L A T E W ORTHSTN RED OAK CIR AZALEA DR HACKAMORE LN HYATT DRTANNER SQW OWNSBY PKWY IDLEWOOD LN FORT DAVIS PL CUSHMAN RD WAGONW H E E L W AY PROGRESO STBRADFORD STSAWYER DR BREN H A M A V E COTT O N W O O DDRBEBINGTON DR PECAN CROSSING TRLGRANT PARK WAYDOVE CREEK CIRALVISO RD HARPER R D BEDSTRAW LN P IP IN G ROCK WAY MERCER WAY MERLIN CT QUENTIN DR REAGAN DRAUDI DRPIEDMONT PARK D R RANSOM RIDGE RD WATER STONE CTSPLIT BARK LNASPEN STDOVE CHASE LNWHARTON AVEALEJANDR A L N SANDBROCK P K W Y FORSYTHE DR PHEASANT RUN STMILLSTO N E W AY HAWKSBURY CT VALERIAN TRLSHADY GROVE LNBERKSHIRE LN BEAVER DAM LN CLARITA LNMAIDENHAIRRDTENNYSON AVETHORN APPLE RDTARTT AVET IMBERWOLF LN STARFIRE DR B IG SPRING TRL CHEYENNE MOON LNARLONG PARK DRBLAKE GARDENSUNION WAYCREEKVIE W C T S REDWOOD CIR NATIONAL PINES DRCARTLAND AVECOLLINGREENDRLAUREN CREEK LNFULLERDRGARY DR ELK HOLLOW RDSTEELE STHYACINTH WAYBRAMBLE LNBAVARIANDRPRONGHORN RD GLEAN ST VALLEY MANOR DR DANBURY S T D A W N M IS T DRTHOMPSON LNMARY RUTH PL SMITHTON AVE ARBOR OAKS CTCANON E R O S T PHANTOM LN STEADMAN DRMEADOWGREENSTTAYLORLNSHOAL VALLEY RDNEWBRAUNFELSDRSEDGEMOOR DRASCOT PL UPTON AV E COPPERHEAD LN EDGEWATER DRHOPEWELL DRSKYLOR A V E SPARROW PTATTU DR HARVEST COVE TRL BECKETT DR PEPPERVINE RD PARKVIEW LN WATERSTONE W A Y LEDGENEST DRCARNATION RDAZU L LN W A RM SPRINGSLN WAGON WHEEL TRL DEE R H U R S T P L SINGLE LEAF DR PRESARIO RD GLOWSTONE TRL ZAHARIAS D RLIVEOAKLNNORTHST BLACKB E R R Y STBLO O M D R HUD S O N D R RIVERSTONE WAYHALPIN AV E FALCON CT RYDER ROCK RDE M ILY PASSNOONTIDELN MOONEY DR COPPIN DR BRAZORIA LNTIPPERARY DR HEARTHSTO N E L N SADDLE BRO O K RD WEATHERWOOD DRTURKEY CREEK TRL BEEBRUSH RD LEISURE LN BEAR TRAP WAYVALENSON DRSUNSTAR DR PRAIRIE OAK RDKINGSLAN D T R L NOR W I C H D R HEAT H L A N D W A Y NICHOLAS LNAINTREE AVESAND TRAP DR BLANCA L NPICTON AVECOLETO CREEK TRLSTEARMAN LN SHIMMER WAY CELESTIAL LN KNIG H T L N BRELSFORD PL HEAT H R O W L N LOV E L L S T BROKEN BOW LNN CRAIG RDFOWNES LINK DRHITCH RACK WAY GENERAL BO NDCTDOVE CREEK STZACHARY LN P R I VAT E R O A D 5436CANNEFAX RDHEREFORD PASSPURPLE PANSY LNANGLETON CTRAEBURN CT CROCUS CT MISSIO N D R UTE CIRWINDMILL CTMEADOW LN FRIO RIVER TRLBUFFALO WAYRINCON BAYOU DR YUKON DR CEDAR BEND CTGRIFFITH PARK DROAK LEAF CTSANTA A N I T A S T BILLY MITCHELL DR PILLAR BLUFF WAYHAPPY RDVISTA SUR WAYTERR A C E W A Y PRINCE STROCKIN RILEY RD G L O R Y L I L Y D R DUFOUR DRSALADO CREEK WAY HA M P T O N C T ELLISON ST ALEXIS D R HERD DR MIRAG E D R SUFFOLK STLULLABY LNLEESBURG CT CANARY WAY MUFASA LNJOHNS WAYJUSTIN TRLPANTHER CREEK PKWY COIT RDS PRESTON RDS COIT RDWESTRIDGE BLVDN PRESTON RDWOWNSBY PKWY COUNTY ROAD 24 S PRESTON RDW FRONTIER PKWY D A LLA S N O R TH TO LLW A Y S DALLAS PKWYUNIVERSITY DR W PROSPER TRL S COIT RDCOUNTY ROAD 50WELLS RDROCKHILL PKWY SDALLASPKWYN DALLAS PKWYFM 423S LEGACY DRHARRISBURG LN E OWNSBY PKWY PANTHER CREEK PKWY COUNTY ROAD 26 KNIGHT LN UNIVERSITY DR S COIT RDSCOITRDN COIT RDDoe B r a n c h P anther C r e e k Wi l s onCree k Gentle Creek Parvin Bra n c h Doe Branch ParvinB r an c h P arvin Branch !I 0 1,600 3,200 SCALE IN FEET Created By Freese and Nichols, Inc. Job No.: PRP23229 Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\FINAL_REPORT_PRO_PROJECT\FINAL_REPORT_PRO_PROJECT.aprx\(Figure_B-1)-Flow_Meter_Locations Updated: Thursday, July 10, 2025 4:15 PM User Name: 08817 FLOW METER BASINS FM Basin 1 FM Basin 2 FM Basin 3 FM Basin 4 FM Basin 5 FM Basin 6 FM Basin 8 FM Basin 9 FM Basin 10 FM Basin POE 1 FM Basin POE 2 FM Basin POE 3 Not Metered LEGEND !(FM Temporary Flow Meter !(FM UTRWD Permanent Flow Meter !(RG Rain Gauge !Manhole Vä Lift StationTXWWTPWastewater Treatement Plant 8" and Smaller Modeled Wastewater Line 10" and Larger Modeled Wastewater Line Force Main NTMWD Wastewater Line UTRWD Wastewater Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE B-1 TOWN OF PROSPER FLOW METER LOCATIONS Page 282 Item 18. !( V V V V V V V V ä ä ä ä ä ä ä ä ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! !! ! ! ! ! ! ! !! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! 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TXWWTP !(FM !(FM !(FM !(FM !(FM !(FM !(FM !(FM !(FM !(FM !(FM !(FM !(FM !(RG !(RG Doe Branch Wastewater Treatment Plant (UTRWD) La Cima Lift Station Capacity = 3.0 MGD "j "j "j KªKªKªDENTON COCOLLIN COCOLLIN CODENTON COFISHTRAP RD GEE RDS TEEL PKWYFISHTRAP RD W FIRST ST W PROSPER TRL S COIT RDE PROSPER TRL LA C IM A B L V D E FIRST STN COIT RDN DALLAS PKWYFM - 7 Recorded: 0.00 MGD Modeled: 0.00 MGD FM - 6 Recorded: 0.15 MGD Modeled: 0.15 MGD FM - 5 Recorded: 1.34 MGD Modeled: 1.34 MGD FM - 4 Recorded: 1.47 MGD Modeled: 1.47 MGD FM - 3 Recorded: 0.17 MGD Modeled: 0.17 MGD FM - 1 Recorded: 0.17 MGD Modeled: 0.17 MGD FM - 2 Recorded: 1.23 MGD Modeled: 1.22 MGD FM - 8 Recorded: 0.31 MGD Modeled: 0.31 MGD FM - 9 Recorded: 0.44 MGD Modeled: 0.44 MGD FM - 10 Recorded: 2.83 MGD Modeled: 2.84 MGD RG-1 RG-2 POE #1 Recorded: 0.31 MGD Modeled: 0.31 MGD POE #2 Recorded: 0.65 MGD Modeled: 0.66 MGD POE #3 Recorded: 0.47 MGD Modeled: 0.47 MGD 36"36"36"36" 15" 12" 10"36 " 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FRONTIER PKWY B O H A N NONDRS U N D R O PDRCARNATION ST AGAVE D R V E RO NADRAVALON DR EAGLEMONTDRHORIZON LNSE R ENITY WAY ANT L E R D R P R A IR IE C L O V E R RD CORPORATE DR LUCY LNCLEVES AVEASTON DR NOTTING HILL DR EDMONDSSTS K Y F L O W ER LNCEDAR BREAKS VW C E R R IL L O S DR O V E R B R O O K PKWY WELWOO D R D PRESTON COUN T R Y L NLILLIAN CTWILD GINGER DRAMBER STPEBBLE CREEK DRSWICK LNBENBROOK BLVD RUE DRSNAPDRAGON RD D R Y C RE E K B L V D L AD Y S M A N T L E W A Y SBLUESTEMDRLIT T L E A N N E D R VERMILLION DR COUNTY ROAD 26 BRADFORD DR BERYLLI N E L N MAPLEBENDDRCOLLIN CT PRAIRIE TRAIL AVENLUKENBACHDRZENYATTA CT L A N DRUMRDPR IVATE ROAD 5155 PLATTERIVERTRLW I L DR Y E R D G HOLLYHOCKRDIZABELLA CT APPLEWOODLN ARAGON LN JOHN CAM P B E L L T R L SIGNAL HILL DR PHYLLIS PLPRIVATERO A D 5 312S A M P S O N L N CALMWOOD DR MATTHEW LNESTES LNSNAPDRAGON CT ATLANTIC LN ROSARIO RDW A T E R D ANCE DR PLAYA DEL M A R D R M A P LE HILL L N LEONA ST BE L MONT W A Y POMONA LNBL U E B E R 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DRNEWPORT LN HARCOURT AVESWITCHGR ASSST ARROW BROOKE AVE SETTLERS DR DICKENS DRCRAN B R O O K D R GODWIN DR COASTAL DR THUNDER RDCHEROKEE ROSE TRLFERRERS DR CITATIO N R D PENROSE AVEDROVER CREEK RD GULFSTRE A M D R WESTMINSTERAVEBROWNWOOD PL S T I L L H O U S E H O L L O W C T MILLTOWN DRTYLER DR BUFFALO HILLS DR LACEFIELD DR LILYANALNRIDGE CREEK LN JERICO DRWOOD RIVER TRLLONG PARK AVERENNER LNBRUNSWICK DR DALEFORD DR VILLITA ST SANDOWN DR HIGHLANDBAYOUD R GREAT TRL GR A Y F O X L N PARNELL DR CHERRY BLOSSOM LN T A LA M O RELNLAVINA L N DARLINGTONWAYHEDGE BELL DRWAVERLY DRS A NJUA N AVELIGHTSTONE LNWINTER HILL DR ROYAL OAKSDRCEDAR TRL HERITAGE DR ALIS LNLONG BRANCH DR OLD DAIRY FARM RD SAN PEDRO ST BANCROFT DR CANADIA N R I VERDRCURRY C R E E K D R NAC O NADRRUGBY LNPOSADA DR CAMILLE XING STABLEFOR D S T ROSEDALE DRWILLOUGHBY WAYSTALLION TRAIL WAYBL U E S K IE S DRGR O V E D R HEARTLAND DRSAW DUST D R CHAPEL HILL LN A U S TIN BAYOU TRL GEOFFREY ST HUDSONLNSTEINBECKAVEGLADE HILL DRAMBERWOODS LN SHERIDAN STBAIRD WAYBRI S CO EDR BEEVILLE CTPATCH GROVE DR FARMLAND DRJ E WEEMS BLVDBIDWELL PARK DR BOSWELL DR MOUNT OLIVE AVEFARMINGRDDID I O N D R COTTON F I E L D R D CAVA RDBERGAMOT A V E BELMEADE DR WAKEFIE L DSTHI G H P L A I N S D R MUSKET BAL L PLLOTTAVEALAMOSARIVERDRCHAMPIONSHIP DRHOLLANDWOOD DRHEATHERTO N D R GLOUCE S T E R D R CRIANZA RDW HIRLAWAY CT FORE S T B N D HANGING GARDEN DRCROWN RIDGE DR COUNTY ROAD 123 R O U N D P R A I R I E L N BUGATTI DRST O V A L L L N WEBBER DRROBIN RD SOVEREIGN DR SOLEDAD RDTEA TREE RDFISKLNGARDENIA RDOL I V E A V E PASSIONFLOWER RD PRIVATE ROAD 5156SAN PAULO STFORT STOCKTON PL STUTTGART D RPAINTBRUSHWAY TANNER DR CLARENDON DR MEADOW TRAIL LN ALVIRIA DR HERON DR GLADESIDE AVEFENWAY DR COUNTY ROAD 858GRANDE VWASHBURN DR EMER A L D L A K E L N WALES ST CHESAPEAKE LN LITTLE R I V E R DRAGATHA LNCOUNT Y R OAD 853 DODGE TRLALA B ASTA D R RANCHETTE RD PARAMOUNT WAYCOTTONTAIL DRGLEN RO S E D RCARNOUSTIE LNM AJESTICPRINCE ST VISTA MEADOW LN LOST VALLEYDRPARISH LNBUSINESS PARK DRHAWKINS AVEASLYNN CI R CHIPPING TRLHADRIAN AVE SOUTH G A T E DRRAIN LILY ST JULIANNE LNPLEAT LEAF RDHIDEAWAY RDPRES T W I C K H O L L O W D RPRIVATEROAD5405 WENTWORTH DRORCHARD STINDIANGRASSLNAMERICAN PHAROAH WAYSUM MIT HILLS DR ALEXA N D R IADR COTTONTAIL LN H I D E A W A Y P O I N T E D R B ARC E L ONA LNDUDLEY STVALLEY GLEN DR COUNT R Y C R E E K LN WHITMAN DRSUMMERFIELD RD HICKORY KNOLL LN G R A S S L A NDDRRIDGEDRTRURO STBARCLA Y L N LUPINERDWELLSPRING PKWYRIVER BEND PL W UNIVERSITY DR W CARLISLE DR LORNA DOONE LNM E N O M INEEDREL YC T LAKEMONT DR BOONE DRROSECROFTCT CENTRAL D RGRAY S O N LN JAMISONST CALIENTE DR SUNDAY SILENCE LN ALEXANDRA LN WIREGRASS RD COUNTFLEET W A Y WACO LN AUTUMN BREEZE DR TIMBER CREEK LN BRINKLEY DRB E T O N Y S T J ESSIELNBETTSLNAVIARY DRCIBOLO CREEK TRLS L A T E W ORTHSTN RED OAK CIR AZALEA DR HACKAMORE LN HYATT DRTANNER SQW OWNSBY PKWY IDLEWOOD LN FORT DAVIS PL CUSHMAN RD WAGONW H E E L W AY PROGRESO STBRADFORD STSAWYER DR BREN H A M A V E COTT O N W O O DDRBEBINGTON DR PECAN CROSSING TRLGRANT PARK WAYDOVE CREEK CIRALVISO RD HARPER R D BEDSTRAW LN P IP IN G ROCK WAY MERCER WAY MERLIN CT QUENTIN DR REAGAN DRAUDI DRPIEDMONT PARK D R RANSOM RIDGE RD WATER STONE CTSPLIT BARK LNASPEN STDOVE CHASE LNWHARTON AVEALEJANDR A L N SANDBROCK P K W Y FORSYTHE DR PHEASANT RUN STMILLSTO N E W AY HAWKSBURY CT VALERIAN TRLSHADY GROVE LNBERKSHIRE LN BEAVER DAM LN CLARITA LNMAIDENHAIRRDTENNYSON AVETHORN APPLE RDTARTT AVET IMBERWOLF LN STARFIRE DR B IG SPRING TRL CHEYENNE MOON LNARLONG PARK DRBLAKE GARDENSUNION WAYCREEKVIE W C T S REDWOOD CIR NATIONAL PINES DRCARTLAND AVECOLLINGREENDRLAUREN CREEK LNFULLERDRGARY DR ELK HOLLOW RDSTEELE STHYACINTH WAYBRAMBLE LNBAVARIANDRPRONGHORN RD GLEAN ST VALLEY MANOR DR DANBURY S T D A W N M IS T DRTHOMPSON LNMARY RUTH PL SMITHTON AVE ARBOR OAKS CTCANON E R O S T PHANTOM LN STEADMAN DRMEADOWGREENSTTAYLORLNSHOAL VALLEY RDNEWBRAUNFELSDRSEDGEMOOR DRASCOT PL UPTON AV E COPPERHEAD LN EDGEWATER DRHOPEWELL DRSKYLOR A V E SPARROW PTATTU DR HARVEST COVE TRL BECKETT DR PEPPERVINE RD PARKVIEW LN WATERSTONE W A Y LEDGENEST DRCARNATION RDAZU L LN W A RM SPRINGSLN WAGON WHEEL TRL DEE R H U R S T P L SINGLE LEAF DR PRESARIO RD GLOWSTONE TRL ZAHARIAS D RLIVEOAKLNNORTHST BLACKB E R R Y STBLO O M D R HUD S O N D R RIVERSTONE WAYHALPIN AV E FALCON CT RYDER ROCK RDE M ILY PASSNOONTIDELN MOONEY DR COPPIN DR BRAZORIA LNTIPPERARY DR HEARTHSTO N E L N SADDLE BRO O K RD WEATHERWOOD DRTURKEY CREEK TRL BEEBRUSH RD LEISURE LN BEAR TRAP WAYVALENSON DRSUNSTAR DR PRAIRIE OAK RDKINGSLAN D T R L NOR W I C H D R HEAT H L A N D W A Y NICHOLAS LNAINTREE AVESAND TRAP DR BLANCA L NPICTON AVECOLETO CREEK TRLSTEARMAN LN SHIMMER WAY CELESTIAL LN KNIGHT LN BRELSFORD PL LOV E L L S T BROKEN BOW LNN CRAIG RDFOWNES LINK DRHITCH RACK WAY GENERAL BO NDCTDOVE CREEK STZACHARY LN P R I VAT E R O A D 5436CANNEFAX RDHEREFORD PASSPURPLE PANSY LNANGLETON CTRAEBURN CT CROCUS CT MISSIO N D R UTE CIRWINDMILL CTMEADOW LN FRIO RIVER TRLBUFFALO WAYRINCON BAYOU DR YUKON DR CEDAR BEND CTGRIFFITH PARK DROAK LEAF CTSANTA A N I T A S T BILLY MITCHELL DR PILLAR BLUFF WAYHAPPY RDVISTA SUR WAYTERR A C E W A Y PRINCE STROCKIN RILEY RD G L O R Y L I L Y D R DUFOUR DRSALADO CREEK WAY HA M P T O N C T ELLISON ST ALEXIS D R HERD DR MIRAG E D R SUFFOLK STLULLABY LNLEESBURG CT CANARY WAY MUFASA LNJOHNS WAYJUSTIN TRLW FRONTIER PKWYSDALLASPKWY N DALLAS PKWYS COIT RDSCOITRDPANTHER CREEK PKWY WOWNSBY PKWY S PRESTON RDN COIT RDS COIT RDD A LLA S N O R TH TO LLW A Y W PROSPER TRL COUNTY ROAD 50E OWNSBY PKWY FM 423WELLS RDCOUNTY ROAD 26 HARRISBURG LN UNIVERSITY DR UNIVERSITY DR COUNTY ROAD 24 S COIT RDS DALLAS PKWYPANTHER CREEK PKWYN PRESTON RDWESTRIDGE BLVDS LEGACY DRS PRESTON RDROCKHILL PKWY COIT RDDoe B r a n c h P anther C r e e k Wi l s onCree k Gentle Creek Parvin Bra n c h Doe Branch ParvinB r an c h P arvin Branch !I 0 1,600 3,200 SCALE IN FEET Created By Freese and Nichols, Inc. Job No.: PRP23229 Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\FINAL_REPORT_PRO_PROJECT\FINAL_REPORT_PRO_PROJECT.aprx\(Figure_B-2)-Dry_Weather_Validation_Results Updated: Thursday, July 10, 2025 4:15 PM User Name: 08817 FLOW METER BASINS FM Basin 1 FM Basin 2 FM Basin 3 FM Basin 4 FM Basin 5 FM Basin 6 FM Basin 8 FM Basin 9 FM Basin 10 FM Basin POE 1 FM Basin POE 2 FM Basin POE 3 Not Metered LEGEND !(FM Temporary Flow Meter !(FM UTRWD Permanent Flow Meter !(RG Rain Gauge !Manhole Vä Lift StationTXWWTPWastewater Treatement Plant 8" and Smaller Modeled Wastewater Line 10" and Larger Modeled Wastewater Line Force Main UTRWD Wastewater Line NTMWD Wastewater Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE B-2 TOWN OF PROSPER WASTEWATER SYSTEM DRY WEATHER VALIDATION RESULTS FM ID Recorded Flow (MGD) Modeled Flow (MGD) Page 283 Item 18. !( V V V V V V V V ä ä ä ä ä ä ä ä ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! 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TXWWTP !(FM !(FM !(FM !(FM !(FM !(FM !(FM !(FM !(FM !(FM !(FM !(FM !(FM !(RG !(RG Doe Branch Wastewater Treatment Plant (UTRWD) La Cima Lift Station Capacity = 3.0 MGD "j "j "j KªKªKªDENTON COCOLLIN COCOLLIN CODENTON COFISHTRAP RD GEE RDS TEEL PKWYFISHTRAP RD W FIRST ST W PROSPER TRL S COIT RDE PROSPER TRL LA C IM A B L V D E FIRST STN COIT RDN DALLAS PKWYFM - 7 Recorded: 0.16 MGD Modeled: 0.00 MGD FM - 6 Recorded: 0.43 MGD Modeled: 0.43 MGD FM - 5 Recorded: 1.49 MGD Modeled: 1.48 MGD FM - 4 Recorded: 1.97 MGD Modeled: 1.96 MGD FM - 3 Recorded: 0.32 MGD Modeled: 0.32 MGD FM - 1 Recorded: 0.37 MGD Modeled: 0.37 MGD FM - 2 Recorded: 1.37 MGD Modeled: 1.37 MGD FM - 8 Recorded: 1.60 MGD Modeled: 1.60 MGD FM - 9 Recorded: 1.85 MGD Modeled: 1.85 MGD FM - 10 Recorded: 3.58 MGD Modeled: 3.63 MGD RG-1 RG-2 POE #1 Recorded: 0.70 MGD Modeled: 0.70 MGD POE #2 Recorded: 2.73 MGD Modeled: 2.73 MGD POE #3 Recorded: 1.57 MGD Modeled: 1.57 MGD 36"36"36"36" 15" 12" 10"36 " 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RDHERITAGETRLR O S E L A N D PKWYRED DR BALLENGER RD PRAIRIE CROSSINGE L L IC O T T D R L A K E B E N D D R MELVINA DRWOODVI EWDRSUTTON FIELDS TRL BEDFORD LN PAINSWICK DR MONTGOMERY LN PENSBY DR O L D FIE L DDR BRISTOL DR RIVIERA D R MADE L E IN E A V E A M B E R W OODLNCOMMONSWAYCYPRES S C R E EK WAY OVERTON A V E HIGHTOWERST COUNTY ROAD 50CARMELRDC Y P R E SSHILLDRPELICAN DR RED BUD DRPRIORY DR LAKEVIEW DRDOEBRANCHBLVDCRUTCHFIELD RD ALLBRIGHT RD BEC K T O N S T HAM M O C K L A K E D R FALLWOODS T BRIXLEY BLVDMAL I ND A D R HIGHPOINT DRBRIDGEWATERBLVD WILDRIDG EDRWENTWOODDRBREEZEWAY BLVD LIL A C L N ETTA TERHI DDENHA V E N D R WESTRIDGE BLVDADAIRRDCHANDLER CIR A M I STAD A V EAUSTIN LNCHURCHILLDREASY LN RHE A MILLS CIR HI L L CRESTRDEL T ORORDFA L L HARVESTDRCORRALDR C A R R E RA DR OAKMERE LN KINGSTON LNSANDHILL WAY KEMAH PL RIV E R S I D E D R RISING STAR BLVD LIPIZZAN LN RICHLAND BLVD M I S T F L O W E R DRVICTORY WAYLIVERPOOL ST WATERT R E EDRSHEARWATEROAK BEND 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COPPERHEAD LN EDGEWATER DRHOPEWELL DRSKYLOR A V E SPARROW PTATTU DR HARVEST COVE TRL BECKETT DR PEPPERVINE RD PARKVIEW LN WATERSTONE W A Y LEDGENEST DRCARNATION RDAZU L LN W A RM SPRINGSLN WAGON WHEEL TRL DEE R H U R S T P L SINGLE LEAF DR PRESARIO RD GLOWSTONE TRL ZAHARIAS D RLIVEOAKLNNORTHST BLACKB E R R Y STBLO O M D R HUD S O N D R RIVERSTONE WAYHALPIN AV E FALCON CT RYDER ROCK RDE M ILY PASSNOONTIDELN MOONEY DR COPPIN DR BRAZORIA LNTIPPERARY DR HEARTHSTO N E L N SADDLE BRO O K RD WEATHERWOOD DRTURKEY CREEK TRL BEEBRUSH RD LEISURE LN BEAR TRAP WAYVALENSON DRSUNSTAR DR PRAIRIE OAK RDKINGSLAN D T R L NOR W I C H D R HEAT H L A N D W A Y NICHOLAS LNAINTREE AVESAND TRAP DR BLANCA L NPICTON AVECOLETO CREEK TRLSTEARMAN LN SHIMMER WAY CELESTIAL LN KNIGHT LN BRELSFORD PL LOV E L L S T BROKEN BOW LNN CRAIG RDFOWNES LINK DRHITCH RACK WAY GENERAL BO NDCTDOVE CREEK STZACHARY LN P R I VAT E R O A D 5436CANNEFAX RDHEREFORD PASSPURPLE PANSY LNANGLETON CTRAEBURN CT CROCUS CT MISSIO N D R UTE CIRWINDMILL CTMEADOW LN FRIO RIVER TRLBUFFALO WAYRINCON BAYOU DR YUKON DR CEDAR BEND CTGRIFFITH PARK DROAK LEAF CTSANTA A N I T A S T BILLY MITCHELL DR PILLAR BLUFF WAYHAPPY RDVISTA SUR WAYTERR A C E W A Y PRINCE STROCKIN RILEY RD G L O R Y L I L Y D R DUFOUR DRSALADO CREEK WAY HA M P T O N C T ELLISON ST ALEXIS D R HERD DR MIRAG E D R SUFFOLK STLULLABY LNLEESBURG CT CANARY WAY MUFASA LNJOHNS WAYJUSTIN TRLW FRONTIER PKWYSDALLASPKWY N DALLAS PKWYS COIT RDSCOITRDPANTHER CREEK PKWY WOWNSBY PKWY S PRESTON RDN COIT RDS COIT RDD A LLA S N O R TH TO LLW A Y W PROSPER TRL COUNTY ROAD 50E OWNSBY PKWY FM 423WELLS RDCOUNTY ROAD 26 HARRISBURG LN UNIVERSITY DR UNIVERSITY DR COUNTY ROAD 24 S COIT RDS DALLAS PKWYPANTHER CREEK PKWYN PRESTON RDWESTRIDGE BLVDS LEGACY DRS PRESTON RDROCKHILL PKWY COIT RDDoe B r a n c h P anther C r e e k Wi l s onCree k Gentle Creek Parvin Bra n c h Doe Branch ParvinB r an c h P arvin Branch !I 0 1,600 3,200 SCALE IN FEET Created By Freese and Nichols, Inc. Job No.: PRP23229 Location: H:\W_WW_PLANNING\01_DELIVERABLES\00_FINAL_REPORT\FINAL_REPORT_PRO_PROJECT\FINAL_REPORT_PRO_PROJECT.aprx\(Figure_B-3)-Wet_Weather_Validation_Results Updated: Thursday, July 10, 2025 4:15 PM User Name: 08817 FLOW METER BASINS FM Basin 1 FM Basin 2 FM Basin 3 FM Basin 4 FM Basin 5 FM Basin 6 FM Basin 8 FM Basin 9 FM Basin 10 FM Basin POE 1 FM Basin POE 2 FM Basin POE 3 Not Metered LEGEND !(FM Temporary Flow Meter !(FM UTRWD Permanent Flow Meter !(RG Rain Gauge !Manhole Vä Lift StationTXWWTPWastewater Treatement Plant 8" and Smaller Modeled Wastewater Line 10" and Larger Modeled Wastewater Line Force Main UTRWD Wastewater Line NTMWD Wastewater Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE B-3 TOWN OF PROSPER WASTEWATER SYSTEM WET WEATHER VALIDATION RESULTS FM ID Recorded Flow (MGD) Modeled Flow (MGD) 6558 August Dr, Princeton, TX 75407 Page 284 Item 18. Temporary Flow Monitoring Study Prosper, Texas Prepared for: Freese and Nichols, Inc. Revised July 15, 2024 Page 285 Item 18. Temporary Flow Monitoring Study Prosper, Texas Prepared For: Freese & Nichols, Inc. 12770 Merit Drive, Suite 900 Dallas, Texas 75251 Prepared By: ADS, LLC 340 The Bridge Street, Suite 204 Huntsville, AL 35806 Revised July 15, 2024 Page 286 Item 18. i Table of Contents Introduction ..................................................................................................................... 1 Methodology ................................................................................................................... 1 Flow Monitor and Rain Gauge Locations ............................................................. 1 Flow Monitor Equipment ...................................................................................... 3 Rainfall Monitor Equipment .................................................................................. 3 Study Period ........................................................................................................ 3 Data Format ........................................................................................................ 3 Results ............................................................................................................................ 4 Flow Rates and Peaking Factors ......................................................................... 4 Depth-to-Diameter Ratios .................................................................................... 7 Self-Cleansing Status .......................................................................................... 9 Groundwater Infiltration ..................................................................................... 11 Rainfall-Dependent Infiltration and Inflow .......................................................... 13 Conclusions and Recommendations ............................................................................. 18 Dry Weather Performance ................................................................................. 18 Wet Weather Performance ................................................................................ 18 Recommendations............................................................................................. 19 Definitions ..................................................................................................................... 19 References .................................................................................................... 20 Appendix A: ADS Site Reports Appendix B: Graphical Outputs Page 287 Item 18. 1 Introduction ADS Environmental Services (ADS) was retained by Freese and Nichols, Inc. (FNI) to gather and evaluate flow monitor and rainfall monitor data within portions of the existing sanitary sewer system located in the Town of Prosper, Texas. The scope of this study is to characterize dry weather and wet weather flow conditions in designated portions of the sanitary sewer system, evaluate key performance indicators, and rank the relative severity of observed groundwater infiltration (GWI) and rainfall dependent infiltration and inflow (RDII) to assist FNI to direct subsequent planning, condition assessment, and rehabilitation activities. Methodology Dry weather and wet weather performance data were obtained within the Town of Prosper by installing sewer flow monitors to observe and document existing flow conditions. A total of nine sewer basins were evaluated using 10 temporary flow monitors and two temporary rainfall monitors. Note that the flow monitor without a corresponding basin was installed to capture potential flow transfers between the east and west sewer basin. Descriptions of the monitor basins, equipment, study period, and data format are detailed in the following sections. Flow Monitor and Rain Gauge Locations Preliminary flow monitor and rainfall monitor locations were selected by FNI. Final locations were selected by ADS, in consultation with FNI, based on observed flow conditions, site access, and site safety considerations. Descriptions of each sewer basin and its associated flow monitor location are provided in Table 1. TABLE 1: Flow Monitor Locations Basin Latitude Longitude Diameter MH Depth Basin Size (degrees) (degrees) (inches) (inches) (LF) ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ FM-01 33.2433391 -96.8051518 10 096.0 044,931 FM-02 33.2471982 -96.7437876 24 156.0 177,745 FM-03 33.2529391 -96.7498051 15 288.0 040,594 FM-04 33.2422685 -96.7405864 24 252.0 056,245 FM-05 33.2404247 -96.7527596 21 309.6 143,876 FM-06 33.2236620 -96.8591947 21 228.0 042,644 FM-07 33.2397997 -96.8108073 21 240.0 — FM-08 33.2316158 -96.8428855 36 264.0 129,449 FM-09 33.2354954 -96.8611057 36 252.0 003,077 FM-10 33.2380440 -96.7317371 24 228.0 033,263 A general schematic provided by FNI showing the upstream and downstream relationship between each flow monitor is provided in Figure 1. Rain Gauge RG01 was located at 4450 West University Drive, and Rain Gauge RG02 was located at 1320 Winding Creek Road. Page 288 Item 18. 2 FIGURE 1: Flow Monitor Schematic Note: Flow from Basin FM-01 and FM-02 can be diverted at will by the Town of Prosper through Flow Monitor FM-07. Per FNI, the reported size for Basin FM-09 only accounts for sewers owned by the Town of Prosper. It does not account for Elm Ridge Water Control and Improvement District (WCID) owned sewers. Prosper Point-of-Entry (POE) #1, #2, and #3 are permanent flow monitors owned and maintained by the Upper Trinity Regional Water District (UTRWD). A flow imbalance was observed between POE #2 and ADS Flow Monitor FM-09 and was discussed with FNI. Page 289 Item 18. 3 Flow Monitor Equipment Sewer flow monitoring was performed using TRITON+® area-velocity flow monitors manufactured, installed, and maintained by ADS. Each flow monitor is mounted near the top of a manhole and is connected to flow depth and velocity sensors positioned in an incoming sewer. Each flow monitor is equipped with an area-velocity (AV) sensor that includes an ultrasonic depth sensor, a velocity sensor, and a pressure depth sensor. Rainfall Monitor Equipment Rainfall monitoring was performed using RAINALERT® III rainfall monitors manufactured, installed, and maintained by ADS. Each rainfall monitor is equipped with a TB6 standard tipping bucket rain gauge manufactured by HyQuest Solutions. Study Period All of the temporary flow monitors were installed from 04.04.2023 to 04.11.2023. The temporary rainfall monitors were installed on 04.06.2023. Based on these installation dates, the Study Period began on 04.12.2023 and continued through 06.20.2023 – a 70-day period. Data Format Flow depth (d), flow velocity (v), and flow rate (Q) data from each sewer flow monitor, as well as rainfall depth data from each rainfall monitor are maintained by ADS in PRISM™, a Cloud-based data management system. Archived data from the Study Period are accessible to FNI via secure user accounts at www.adsprism.com. Additional graphical outputs are provided in the attached appendices. Page 290 Item 18. 4 Results Flow monitor and rainfall monitor data provide insight into sewer performance – revealing important information about how the existing sewer system accommodates observed flow rates. The following sections evaluate flow monitor data observed during both dry weather and wet weather periods using a variety of key performance indicators (KPIs). Flow Rates and Peaking Factors Dry weather flow conditions are characterized by evaluating flow monitor data observed during normal conditions, excluding wet weather events and the periods associated with the recovery from these events. The average dry day pattern is identified as a diurnal pattern and results from the collective sewer use of residential, commercial, institutional, and industrial users located upstream from a given flow monitor. Land use within a particular area affects the shape of the diurnal pattern. An example of a representative diurnal pattern observed during the Study Period is shown in Figure 2. FIGURE 2: Dry Weather Hydrograph – Residential Land Use Wet weather flow conditions are characterized by evaluating flow monitor data observed during significant storm events that occurred during the study period. An example of a representative wet weather hydrograph observed during the Study Period is provided in Figure 3 and shows the observed flow rate during a storm event compared to the average dry day diurnal pattern. The difference between the two is the RDII measured by the flow monitor. The storm event is depicted by the purple bands, and a precompensation period prior to the storm event is depicted by the light gray band. Precompensation is used when needed to adjust the average dry day diurnal pattern to match observed conditions more closely prior to each storm event for proper RDII analysis. 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0 3 6 9 12 15 18 21 Dry Weather Flow FM-06 MGDHours Weekdays Weekends Page 291 Item 18. 5 FIGURE 3: Wet Weather Storm Decomposition Hydrograph The minimum, average, and maximum dry weather flow rates (Q min-D, Qavg-D, and Qmax-D) are determined from the dry weather diurnal pattern for each flow monitor location and are provided in Table 2, along with the resulting dry weather peaking factor (PFD). The maximum wet weather flow rate (Qmax-W) observed for each flow monitor location is also provided, along with the resulting wet weather peaking factor (PFW). TABLE 2: Dry and Wet Weather Flow Rates and Peaking Factors Monitor Qmin-D Qavg-D Qmax-D Qmax-W PFD PFW (MGD) (MGD) (MGD) (MGD) ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ FM-01 0.065 0.165 0.233 0.368 1.41 2.23 FM-02 0.321 0.936 1.236 2.392 1.32 2.56 FM-03 0.081 0.161 0.209 0.301 1.30 1.87 FM-04 0.324 0.718 1.023 1.315 1.42 1.83 FM-05 0.206 0.505 0.729 0.947 1.44 1.88 FM-06 0.059 0.156 0.245 0.464 1.57 2.97 FM-07 0.000 0.000 0.000 0.119 — — FM-08 0.116 0.326 0.503 1.500 1.54 4.60 FM-09 0.079 0.336 0.531 1.556 1.58 4.63 FM-10 0.749 1.886 2.702 3.097 1.43 1.64 Peaking factors are commonly used to estimate maximum flow rates based on average flow rate estimates and play a key role in sewer design. Dry weather and wet weather peaking factors observed during the Study Period are compared with corresponding Prosper design guidance, and the results are shown in Figure 4. Storm Event - 5/30/2023 2:00:00 PM FM-06 Rainfall (in)Flow (MGD)StormsDate 29 Mon May 2023 30 Tue 31 Wed 1 Thu 2 Fri 3 Sat 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Page 292 Item 18. 6 FIGURE 4: Peaking Factors Compared to Design Guidance During dry weather conditions observed during the Study Period, all peaking factors fall within Prosper design requirements. During wet weather conditions observed during the Study Period, all peaking factors fall within Prosper design requirements, except Flow Monitors FM-08 and FM- 09. The peaking factors reported at Flow Monitors FM-08 and FM-09 were observed during periods when active flow diversions at Flow Monitor FM-07 were suspected. Flow diversions were not a regular occurrence and were only noted a handful of times during wet weather conditions in the Study Period. Wet weather peaking factors observed during the Study Period ranged from 1.64 to 4.63. Page 293 Item 18. 7 Depth-to-Diameter Ratios Once dry weather and wet weather flow rates are characterized, the hydraulic conditions under which they occur are evaluated. The maximum flow depth observed during dry weather (dmax-D) and wet weather (dmax-W), and their corresponding flow depth-to-diameter (d/D) ratios observed during the Study Period are provided in Table 3. The maximum dry weather flow depth is the maximum flow depth that is consistently observed each day during normal dry weather conditions. The maximum wet weather flow depth may or may not be directly associated with the maximum wet weather flow rate, depending on the hydraulic conditions observed at a given flow monitor location. TABLE 3: Dry and Wet Weather Depth-to-Diameter Ratios Monitor D dmax-D dmax-D / D dmax-W dmax-W / D (inches) (inches) (%) (inches) (%) ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ FM-01 10 03.47 35% 04.17 42% FM-02 24 05.48 23% 07.02 29% FM-03 15 02.51 17% 02.99 20% FM-04 24 08.61 36% 09.69 40% FM-05 21 08.49 40% 09.92 47% FM-06 21 04.38 21% 05.70 27% FM-07 21 00.00 00% 04.17 20% FM-08 36 03.59 10% 06.78 19% FM-09 36 03.01 08% 04.28 12% FM-10 24 13.88 58% 15.30 64% The d/D ratio is a performance indicator used to assess sewer capacity. Prosper design guidelines indicate that sewers should flow under open channel conditions with a d/D ratio less than or equal to 1.00. Sewers are not generally designed to operate under surcharge conditions with wet weather d/D ratios greater than 100%. Observed wet weather d/D ratios are also compared to additional capacity assurance criteria, designed to highlight portions of the sewer system where flow depths are greater than 24 inches above the crown of the sewer (D+24) or are within 36 inches of the manhole rim (R-36). These design and capacity assurance criteria are useful to evaluate d/D ratios observed during the Study Period as shown in Figure 5. Page 294 Item 18. 8 FIGURE 5: d/D Ratios Compared to Design and Capacity Assurance Criteria During dry weather conditions, all of the d/D ratios are within Prosper design criteria, indicating there is sufficient capacity at all of the flow monitor locations to accommodate dry weather flow rates observed during the Study Period. During wet weather conditions, all of the d/D ratios are within Prosper design criteria, indicating there is sufficient capacity at these locations to accommodate observed wet weather flow rates observed during the Study Period without surcharge conditions. With no surcharge conditions observed, none of the flow monitor locations exceeded the D+24 or R-36 capacity assurance criteria. These observations are not necessarily a representation of system performance under more significant rainfall events. Page 295 Item 18. 9 Self-Cleansing Status Self-cleansing is an important aspect of sanitary sewer design and is desired to minimize the deposition of silt, sediment, and debris. The Tractive Force Method is used to design sewers to achieve self-cleansing conditions based on a required critical shear stress (τc) and is recommended by ASCE and WEF to evaluate self-cleansing conditions. The Tractive Force Method can also be extended from the design of new sewers to the evaluation of existing sewers and was applied to evaluate the self-cleansing status of each flow monitor location. The maximum dry weather flow depth (dmax-D) and flow velocity (vmax-D) from each flow monitor location were used to compute the actual shear stress (τ) observed at the maximum dry weather flow rate (Qmax-D) during the Study Period, and the results are provided in Table 4. TABLE 4: Self-Cleansing Classification Monitor D dmax-D vmax-D τ Class (in) (in) (ft/s) (lb/ft2) ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ FM-01 10 03.47 2.19 0.0421 1 FM-02 24 05.48 3.61 0.0960 1 FM-03 15 02.51 2.34 0.0518 1 FM-04 24 08.61 1.51 0.0148 2 FM-05 21 08.49 1.23 0.0100 3 FM-06 21 04.38 1.06 0.0089 3 FM-07 21 00.00 0.00 0.0000 3 FM-08 36 03.59 2.21 0.0405 1 FM-09 36 03.01 3.56 0.1112 1 FM-10 24 13.88 2.23 0.0290 1 The required critical shear stress recommended by ASCE and WEF for application of the Tractive Force Method is 0.0181 lb/ft2. The actual shear stress achieved under normal dry weather conditions during the Study Period is compared to this design guidance in Figure 6. Sewers predicted to be self-cleansing are shown to the right of the recommended critical shear stress, and sewers predicted to be non-cleansing are shown to the left. Research by ADS has shown that the transition from self-cleansing to non-cleansing generally occurs within ±20% of this recommended value. As a result, the hydraulic conditions at each flow monitor location are classified as Class 1 – Self-Cleansing, Class 2 – Marginal Cleansing, or Class 3 – Non-Cleansing. Page 296 Item 18. 10 FIGURE 6: Self-Cleansing Status Compared to Design Guidance Based on hydraulic conditions observed during the Study Period, six flow monitor locations are defined as Class 1 – Self Cleansing. One flow monitor location is defined as Class 2 – Marginal Cleansing (FM-04), and three flow monitor locations are defined as Class 3 – Non-Cleansing (FM- 05, FM-06, and FM-07). Page 297 Item 18. 11 Groundwater Infiltration Infiltration and inflow (I/I) are common problems in sanitary sewer systems. While inflow typically gets the most attention in wet weather, groundwater infiltration can also be a significant problem in dry weather, silently stealing sewer capacity 24 hours per day, 7 days per week, 365 days per year. While groundwater infiltration (QGWI) is often of interest to wastewater professionals, it is not measured directly by flow monitors. Rather, it is assumed that 0 ≤ QGWI ≤ Qmin-D and is estimated using a variety of empirical methods. The Stevens-Schutzbach Method was used to estimate groundwater infiltration during the Study Period, and the results are provided in Table 5. TABLE 5: Groundwater Infiltration Estimates Basin Gross Gross Gross Net Net Net Qmin-D Qavg-D QGWI QGWI Qavg-D QGWI/Qavg-D (MGD) (MGD) (MGD) (MGD) (MGD) (%) ⎯⎯⎯ ⎯⎯⎯ ⎯⎯⎯ ⎯⎯⎯ ⎯⎯⎯ ⎯⎯⎯ ⎯⎯⎯ FM-01 0.065 0.165 0.048 0.048 0.165 29% FM-02 0.321 0.936 0.106 0.010 0.610 02% FM-03 0.081 0.161 0.048 0.048 0.161 30% FM-04 0.324 0.718 0.165 0.067 0.213 31% FM-05 0.206 0.505 0.098 0.098 0.505 19% FM-06 0.059 0.156 0.043 0.043 0.156 28% FM-07 0.000 0.000 0.000 0.000 0.000 00% FM-08 0.116 0.326 0.067 0.067 0.326 21% FM-09 0.079 0.336 0.045 0.000 0.118 00% FM-10 0.749 1.886 0.290 0.019 0.232 08% Net groundwater infiltration is expressed as a percent of the net average dry weather flow rate and compared with an industry rule-of-thumb for excessive groundwater infiltration as shown in Figure 7. Net % QGWI less than 20% is considered minor. Net % QGWI between 20% and 40% is considered moderate, and Net % QGWI greater than 40% is considered significant. Note that groundwater infiltration is classified as minor in five basins (FM-02, FM-05, FM-07, FM-09, and FM-10) and moderate in five basins (FM-01, FM-03, FM-04, FM-06, and FM-08). Page 298 Item 18. 12 FIGURE 7: Net Groundwater Infiltration Estimates Net groundwater infiltration estimates for each basin range from 0% to 31% of the net average dry weather flow rate. Excessive groundwater infiltration consumes sewer capacity and pump station capacity that would otherwise be available to accommodate future development and/or wet weather flows. Page 299 Item 18. 13 Rainfall-Dependent Infiltration and Inflow During wet weather events, significant amounts of extraneous water can enter a sewer system, resulting in sanitary sewer overflows (SSOs), basement backups, and/or problems at the wastewater treatment plant (WWTP). A comparison of flow monitor data from dry weather and wet weather periods provides a quantification of RDII, which is calculated by subtracting the measured flow during a rainfall event from the flow during an average dry day. A wet weather hydrograph from the Study Period is provided in Figure 8. The storm event is depicted by the purple bands, and a precompensation period prior to the storm is depicted by the light gray band. Adjustments to the average dry day pattern are made as needed to account for antecedent conditions prior to each storm event. FIGURE 8: Wet Weather Hydrograph Up to eight storm events of interest were observed and evaluated for each flow monitor basin during the Study Period and are summarized in Table 6. The largest storm event evaluated began on 06/05/2023 with rainfall totals of 0.98 and 1.07 inches at Rain Gauges RG01 and RG02, respectively. The associated return frequency for this storm event was less than 1-year at all durations. Note that most of the rain events observed during the Study Period were not uniformly distributed between the two rain gauges and is typical of convective springtime storm events in Texas. Storm Event - 5/30/2023 2:00:00 PM FM-06 Rainfall (in)Flow (MGD)StormsDate 29 Mon May 2023 30 Tue 31 Wed 1 Thu 2 Fri 3 Sat 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Page 300 Item 18. 14 TABLE 6: Rainfall Event Summary Start Start Total Total Total Return at Date Time RG01 RG02 Average Frequency Duration (hh:mm) (in) (in) (in) ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ 04.26.2023 04:00 0.53 0.63 0.58 < 1-year all 05.08.2023 10:00 0.86 0.13 0.50 < 1-year all 05.15.2023 21:00 1.21 0.13 0.67 < 1-year all 05.19.2023 14:00 1.19 0.35 0.77 < 2-year 15-min 05.30.2023 14:00 1.14 0.11 0.63 < 1-year all 06.03.2023 18:00 0.05 0.80 0.43 < 1-year all 06.05.2023 00:00 0.98 1.07 1.03 < 1-year all 06.15.2023 22:00 0.55 1.18 0.87 < 1-year all After the RDII calculations are made for each storm event, the results are plotted as a function of rainfall total. An example is shown in Figure 9 in which the relationship between the Storm Event RDII (MG) is plotted with respect to the Storm Event rainfall (inches) for all significant storm events. These relationships can then be used to evaluate the consistency of rainfall responses within the sanitary sewer system and estimate the RDII response for various rainfall amounts. Page 301 Item 18. 15 FIGURE 9: RDII Response vs. Rainfall Depth Based on the results obtained during the Study Period, Net RDII are reported for each basin for a projected 1.00-inch storm event, and the results are summarized in Table 7. Net RDII volumes are computed by subtracting the Gross RDII volume of any upstream flow monitor basin from the Gross RDII volume measured at the outlet of each flow monitor basin. This process identifies and isolates RDII to the basin sizes shown. Normalized Net RDII is then calculated by dividing the net RDII volume by the associated basin size. TABLE 7: Net RDII for a Projected 1.00-inch Storm Basin Gross RDII Net RDII Basin Size Net RDII (MG) (MG) (LF) (Gal/LF) ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ ⎯⎯⎯⎯⎯ FM-01 0.06 0.06 044,931 1.34 FM-02 — — — — FM-03 0.04 0.04 040,594 0.99 FM-04 0.18 0.12 056,245 2.13 FM-05 0.06 0.06 143,876 0.42 FM-06 0.08 0.08 042,644 1.88 FM-07 — — — — FM-08 0.08 0.08 129,449 0.62 FM-09 0.09 0.01 003,077 3.25 FM-10 0.51 0.23 211,008 1.09 Note that Normalized Net RDII results are not provided for Basin FM-02. A flow imbalance between Flow Monitor FM-10 downstream and FM-02 and FM-04 upstream was observed and the location of Flow Monitor FM-02 near the discharge of the lift station force main is the likely culprit. Therefore, for the purpose of RDII evaluation, Flow Monitor FM -02 was disregarded and the basin size associated with Basin FM-02 was added to Basin FM-10. This scenario was discussed with FNI prior to report submittal. 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 Q vs i - FM-06 Storm Period Gross RDII Volume vs. Rainfall Depth Storm Period Gross RDII Volume (mg)Storm Period Rainfall Depth (in) AllStorms Page 302 Item 18. 16 Normalized Net RDII results are compared with an industry rule-of-thumb for excessive RDII of 5 Gal/LF for a 1-inch rainfall event in Figure 10. Note that all flow monitor basins have projected RDII less than this key performance indicator. FIGURE 10: Normalized Net RDII for Projected 1-inch Storm Compared to Industry Rule-of-Thumb To further prioritize, Normalized Net RDII is compared to the maximum wet weather flow depth- to-diameter ratio (dmax-W / D) as shown in Figure 11. This comparison classifies flow monitor basins into four distinct groups: Group 1 RDII is not excessive, and no wet weather surcharge conditions are observed. This is the most preferred group and is least problematic. Wet weather SSO risk is low. Group 2 RDII is excessive, but no wet weather surcharge conditions are observed. While more RDII is observed than desired, sufficient capacity is available to accommodate it. Wet weather SSO risk is low but is higher than Group 1. Group 3 RDII is not excessive, but wet weather surcharge conditions are observed. Wet weather system capacity is limited which limits RDII ingress as a result. Wet weather SSO risk is moderate to high. Group 4 RDII is excessive, and wet weather surcharge condition are observed. This is the least preferred group and is most problematic. Wet weather SSO risk is moderate to high. Page 303 Item 18. 17 FIGURE 11: Normalized Net RDII for Projected 1-inch Storm vs. Depth-to-Diameter Ratio Based on these classifications, all flow monitor basins are classified in Group 1. Group 1 Group 3 Group 2 Group 4 Page 304 Item 18. 18 Conclusions and Recommendations Specific recommendations for further planning, evaluation, or condition assessment activities based on flow monitor and rainfall monitor data from the Study Period are provided below. Dry Weather Performance • All of the dry weather peaking factors were within Prosper design requirements, indicating that dry weather peak flows are within anticipated ranges based on average dry weather flows. • All of the dry weather d/D ratios were within Prosper design requirements, indicating that sufficient capacity is available at the flow monitor locations to convey routine dry weather flows. • Six flow monitor locations are defined as Class 1 – Self Cleansing. One flow monitor location is defined as Class 2 – Marginal Cleansing, and three flow monitor locations are defined as Class 3 – Non-Cleansing. The local sewer cleaning program should place more emphasis on Marginal and Non-Cleansing locations than Self-Cleansing locations. • Groundwater infiltration is classified as minor in five basins and moderate in five basins . While sufficient capacity is available to accommodate dry weather infiltration without surcharge conditions, excessive groundwater infiltration consumes sewer capacity that could be otherwise be used for domestic, commercial, institutional, or industrial wastewater or could be used to accommodate wet weather RDII. Wet Weather Performance • Two of the wet weather peaking factors exceeded Prosper design requirements, indicating that wet weather peak flows exceed anticipated ranges based on average dry weather flows. These exceedances occurred at Flow Monitor FM-08 and FM-09 during storm events when Flow Monitor FM-07 indicates that the flow diversion may have been active. • All of the wet weather d/D ratios were within Prosper design requirements, indicating that sufficient capacity is available at the flow monitor locations to convey wet weather flows observed during the Study Period. • Some RDII was identified in all flow monitor basins associated with this Study but did not exceed a commonly used industry rule-of-thumb for excessive RDII. Rainfall events observed during the Study Period were small and may not be appropriate for gauging the overall wet weather performance of the sanitary sewer system. Page 305 Item 18. 19 Recommendations • Based on groundwater infiltration estimates, pursue identification of groundwater infiltration sources in Basins FM-01, FM-03, FM-04, FM-06, and FM-08 with closed-circuit television (CCTV) inspection. • Based on a flow imbalance noted between Proper Point-of-Entry (POE) #2 and ADS Flow Monitor FM-09, ADS recommends that the Town of Prosper and/or FNI further evaluate the flume located at POE #2. Do observed approach conditions agree with assumptions required for proper flume operation? Is the flow depth sensor positioned at the proper location for the flume type? Is the flow depth sensor properly calibrated? Definitions Basin – a designation given to a series of interconnected sewers within a sanitary sewer system that collect and convey wastewater to a common manhole, pump station, or wastewater treatment plant. The size and geographic extent of a given basin are system specific. Basin designations are established to provide a consistent nomenclature for system components to facilitate effective planning, operation, and maintenance. CCTV Inspection – a common diagnostic method used to visually inspect and document the general location, connectivity, and condition of a sewer. CCTV inspection is accomplished using a variety of specially designed camera systems. Depth-to-Diameter (d/D) Ratio – a ratio of maximum flow depth to sewer diameter. d/D ratios are often calculated to describe both dry weather and wet weather periods and are one measure used to assess sewer capacity utilization. In this study, d/D ratios are computed using hourly average data. Infiltration – water than enters a sanitary sewer system from the ground through defective system components including, but not limited to, defective sewers, manholes, service connections, or other system appurtenances. Infiltration is primarily dependent on groundwater elevations but may also be influenced by storm events and leaking water mains. Inflow – storm water runoff that enters a sanitary sewer system from direct connections including, but not limited to, building downspouts, clean-outs, foundation drains, sump pumps, basement and area drains, and cross connections with storm sewer systems. Manhole Inspection – a common diagnostic method used to visually inspect and document the location and condition of a manhole. Manhole inspection can be accomplished using confined space entry or non-entry techniques. Peaking Factor (PF) – a ratio of maximum flow rate to average flow rate. Peaking factors are often calculated to describe both dry weather and wet weather periods, where maximum flow rates are compared to average dry weather flow rates. In this study, peaking factors are computed using hourly average data. Rain-Dependent Infiltration and Inflow (RDII) – the collective infiltration and inflow that enter a sewer system as a direct result of rainfall. Page 306 Item 18. 20 Sanitary Sewer Overflow (SSO) – a discharge of untreated wastewater from a sanitary sewer system, caused by a variety of reasons including, but not limited to, inadequate sewer design and construction, insufficient operation and maintenance, power failures, and vandalism. Sanitary Sewer System – a collection of sewers, manholes, pump stations, and other appurtenances designed for the collection and transportation of wastewater. Sewer Cleaning – a common method used to dislodge and removed accumulated debris, grease, and roots within a sewer line to achieve desired conditions for CCTV inspection. Under routine conditions, sewer cleaning is performed using hydraulic jetting and vacuum debris removal techniques. Sewer System Evaluation Survey – a detailed investigation of a selected portion of a sanitary sewer system to identify system defects that contribute to infiltration and inflow. The results of such an investigation are used to provide recommendations for system planning, operation, and maintenance. Smoke Testing – a common diagnostic method used to locate and identify potential infiltration and inflow sources within a sanitary sewer system. During smoke testing, a special non-toxic, non-staining smoke is blown into a selected portion of the system. Potential infiltration and inflow sources are evidence by visible smoke. Tractive Force Method – a method used to evaluate the self-cleansing status of gravity sewers. This approach is recommended by the American Society of Civil Engineers and the Water Environment Federation. References 1. Perica, S. et al (2018). NOAA Atlas 14, Volume 11, Version 2, Precipitation-Frequency Atlas of the United States: Texas, National Oceanic and Atmospheric Administration, National Weather Service; Silver Spring, MD. 2. Bizier, Paul, Editor (2007). Gravity Sanitary Sewer Design and Construction, ASCE Manuals and Reports on Engineering Practice No. 60, American Society of Civil Engineers: Reston, VA. 3. Enfinger, K.L. and Surber, M.L. (2016). “Depth Perception – Tracking Sewer Performance Using Design Guidelines and Regulatory Expectations,” Proceedings of the Water Environment Federation Technical Exhibition and Conference; New Orleans, LA; Water Environt Federation: Alexandria, VA. 4. Enfinger, K.L. and Mitchell, P.S. (2010). “Scattergraph Principles and Practice – Evaluating Self- Cleansing in Existing Sewers Using the Tractive Force Method,” Proceedings of the World Environmental and Water Resources Congrees; Providence, RI. American Society of Civil Engineers: Reston, VA. 5. Enfinger, K.L. and Stevens, P.L. (2020). “Estimating Ground water Infiltration in Sewers,” Proceedings of the Pipeline Division Specialty Conference , San Antonio, TX; American Society of Civil Engineers: Reston, VA. Page 307 Item 18. Appendix A Page 308 Item 18. Flow Monitoring Site Installation Report FRISCO TFM 2023 Site I.D. TemporaryTriton+ Doppler Standard Ring and Crank Upstream 0-5 FT Manhole Yes, Inside Wireless Bryan Crews Kyle Wulf Page 309 Item 18. Page 310 Item 18. Flow Monitoring Site Installation Report Site I.D. TemporaryTriton+ Doppler Standard Ring and Crank Upstream 0-5 FT Manhole 0 - 15 psi Wireless Manhole Pick / Vent Hole Bryan Crews Kyle Wulf Page 311 Item 18. Page 312 Item 18. Flow Monitoring Site Installation Report FRISCO TFM 2023 Site I.D. TemporaryTriton+ Doppler Standard Ring and Crank Upstream 0-5 FT Manhole 0 - 15 psi Wireless Bryan Crews Kyle Wulf Page 313 Item 18. Page 314 Item 18. Flow Monitoring Site Installation Report FRISCO TFM 2023 Site I.D. TemporaryTriton+ Doppler Standard Ring and Crank Upstream 0-5 FT Manhole 0 - 15 psi Wireless Bryan Crews Kyle Wulf Page 315 Item 18. Page 316 Item 18. Flow Monitoring Site Installation Report FRISCO TFM 2023 Site I.D. TemporaryTriton+ Doppler Standard Ring and Crank Upstream 0-5 FT Manhole 0 - 15 psi Wireless Bryan Crews Kyle Wulf Page 317 Item 18. Page 318 Item 18. Flow Monitoring Site Installation Report Site I.D. TemporaryTriton+ Doppler Standard Ring and Crank Upstream 0-5 FT Manhole 0 - 15 psi Wireless Manhole Pick / Vent Hole Bryan Crews Kyle Wulf Page 319 Item 18. Page 320 Item 18. Flow Monitoring Site Installation Report FRISCO TFM 2023 Site I.D. TemporaryTriton+ Doppler Standard Ring and Crank Upstream 0-5 FT Manhole 0 - 15 psi Wireless Manhole Pick / Vent Hole Bryan Crews Kyle Wulf Page 321 Item 18. Page 322 Item 18. Flow Monitoring Site Installation Report FRISCO TFM 2023 Site I.D. TemporaryTriton+ Doppler Standard Ring and Crank Upstream 0-5 FT Manhole 0 - 15 psi No Wireless Bryan Crews Kyle Wulf Page 323 Item 18. Page 324 Item 18. Flow Monitoring Site Installation Report FRISCO TFM 2023 Site I.D. TemporaryTriton+ Doppler Standard Ring and Crank Upstream 0-5 FT Manhole 0 - 15 psi Wireless Bryan Crews Kyle Wulf Page 325 Item 18. Page 326 Item 18. Flow Monitoring Site Installation Report FRISCO TFM 2023 Site I.D. TemporaryTriton+ Doppler Standard Ring and Crank Upstream 0-5 FT Manhole 0 - 15 psi Wireless Manhole Pick / Vent Hole Bryan Crews Kyle Wulf Page 327 Item 18. Page 328 Item 18. Flow Monitoring Site Installation Report Site I.D. TemporaryTriton+ Wireless Bryan Crews Kyle Wulf Page 329 Item 18. Flow Monitoring Site Installation Report Site I.D. TemporaryTriton+ Wireless Bryan Crews Kyle Wulf Page 330 Item 18. Appendix B Page 331 Item 18. 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28 0 3 6 9 12 15 18 21 Dry Weather Flow FM-01 MGDHours Weekdays Weekends Pipe Flow FM-01 Rainfall (in)Flow (MGD)Date 15 Sat Apr 2023 22 Sat 1 Mon 8 Mon 15 Mon 22 Mon 1 Thu 8 Thu 15 Thu 22 Thu 0.0 0.2 0.4 0.6 0.8 1.0 0.1 0.2 0.3 0.00.0 Rainfall Qfinal(g) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 0 1 2 3 4 5 6 7 8 9 10 Scatter Graph FM-01 VFINAL (ft/s)Iso Q (MGD)DFINAL (in) Page 332 Item 18. Storm Event - 4/26/2023 4:00:00 AM FM-01 Rainfall (in)Flow (MGD)StormsDate 25 Tue Apr 2023 26 Wed 27 Thu 28 Fri 29 Sat 30 Sun 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.00 0.05 0.10 0.15 0.20 0.25 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Storm Event - 5/15/2023 9:00:00 PM FM-01 Rainfall (in)Flow (MGD)StormsDate 14 Sun May 2023 15 Mon 16 Tue 17 Wed 18 Thu 19 Fri 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.00 0.05 0.10 0.15 0.20 0.25 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/8/2023 10:00:00 AM FM-01 Rainfall (in)Flow (MGD)StormsDate 7 Sun May 2023 8 Mon 9 Tue 10 Wed 11 Thu 12 Fri 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.00 0.05 0.10 0.15 0.20 0.25 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekends Weekdays Storm Event - 5/19/2023 2:00:00 PM FM-01 Rainfall (in)Flow (MGD)StormsDate 18 Thu May 2023 19 Fri 20 Sat 21 Sun 22 Mon 23 Tue 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Page 333 Item 18. Storm Event - 5/30/2023 2:00:00 PM FM-01 Rainfall (in)Flow (MGD)StormsDate 29 Mon May 2023 30 Tue 31 Wed 1 Thu 2 Fri 3 Sat 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Storm Event - 6/5/2023 FM-01 Rainfall (in)Flow (MGD)StormsDate 4 Sun Jun 2023 5 Mon 6 Tue 7 Wed 8 Thu 9 Fri 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 6/3/2023 6:00:00 PM FM-01 Rainfall (in)Flow (MGD)StormsDate 2 Fri Jun 2023 3 Sat 4 Sun 5 Mon 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.00 0.05 0.10 0.15 0.20 0.25 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Storm Event - 6/15/2023 10:00:00 PM FM-01 Rainfall (in)Flow (MGD)StormsDate 14 Wed Jun 2023 15 Thu 16 Fri 17 Sat 18 Sun 19 Mon 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Page 334 Item 18. 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 Q vs i - FM-01 Storm Period Gross RDII Volume vs. Rainfall Depth Storm Period Gross RDII Volume (mg)Storm Period Rainfall Depth (in) AllStorms Page 335 Item 18. 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 0 3 6 9 12 15 18 21 Dry Weather Flow FM-02 MGDHours Weekdays Weekends Pipe Flow FM-02 Rainfall (in)Flow (MGD)Date 15 Sat Apr 2023 22 Sat 1 Mon 8 Mon 15 Mon 22 Mon 1 Thu 8 Thu 15 Thu 22 Thu 0.0 0.2 0.4 0.6 0.8 1.0 0.0 0.5 1.0 1.5 2.0 2.5 0.00.0 Rainfall Qfinal(g) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 0 5 10 15 20 25 Scatter Graph FM-02 VFINAL (ft/s)Iso Q (MGD)DFINAL (in) Page 336 Item 18. Storm Event - 4/26/2023 4:00:00 AM FM-02 Rainfall (in)Flow (MGD)StormsDate 25 Tue Apr 2023 26 Wed 27 Thu 28 Fri 29 Sat 30 Sun 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Storm Event - 5/15/2023 9:00:00 PM FM-02 Rainfall (in)Flow (MGD)StormsDate 14 Sun May 2023 15 Mon 16 Tue 17 Wed 18 Thu 19 Fri 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/8/2023 10:00:00 AM FM-02 Rainfall (in)Flow (MGD)StormsDate 7 Sun May 2023 8 Mon 9 Tue 10 Wed 11 Thu 12 Fri 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/19/2023 2:00:00 PM FM-02 Rainfall (in)Flow (MGD)StormsDate 18 Thu May 2023 19 Fri 20 Sat 21 Sun 22 Mon 23 Tue 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Page 337 Item 18. Storm Event - 5/30/2023 2:00:00 PM FM-02 Rainfall (in)Flow (MGD)StormsDate 29 Mon May 2023 30 Tue 31 Wed 1 Thu 2 Fri 3 Sat 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Storm Event - 6/5/2023 FM-02 Rainfall (in)Flow (MGD)StormsDate 4 Sun Jun 2023 5 Mon 6 Tue 7 Wed 8 Thu 9 Fri 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.0 0.5 1.0 1.5 2.0 2.5 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 6/3/2023 6:00:00 PM FM-02 Rainfall (in)Flow (MGD)StormsDate 2 Fri Jun 2023 3 Sat 4 Sun 5 Mon 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Storm Event - 6/15/2023 10:00:00 PM FM-02 Rainfall (in)Flow (MGD)StormsDate 14 Wed Jun 2023 15 Thu 16 Fri 17 Sat 18 Sun 19 Mon 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Page 338 Item 18. 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 0.65 0.0 0.2 0.4 0.6 0.8 1.0 1.2 Q vs i - FM-02 Storm Period Gross RDII Volume vs. Rainfall Depth Storm Period Gross RDII Volume (mg)Storm Period Rainfall Depth (in) AllStorms Page 339 Item 18. 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.20 0 3 6 9 12 15 18 21 Dry Weather Flow FM-03 MGDHours Weekdays Weekends Pipe Flow FM-03 Rainfall (in)Flow (MGD)Date 15 Sat Apr 2023 22 Sat 1 Mon 8 Mon 15 Mon 22 Mon 1 Thu 8 Thu 15 Thu 22 Thu 0.0 0.2 0.4 0.6 0.8 1.0 0.0 0.1 0.2 0.3 0.00.0 Rainfall Qfinal(g) 0.0 0.5 1.0 1.5 2.0 2.5 0 2 4 6 8 10 12 14 Scatter Graph FM-03 VFINAL (ft/s)Iso Q (MGD)DFINAL (in) Page 340 Item 18. Storm Event - 4/26/2023 4:00:00 AM FM-03 Rainfall (in)Flow (MGD)StormsDate 25 Tue Apr 2023 26 Wed 27 Thu 28 Fri 29 Sat 30 Sun 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.00 0.05 0.10 0.15 0.20 0.25 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Storm Event - 5/15/2023 9:00:00 PM FM-03 Rainfall (in)Flow (MGD)StormsDate 14 Sun May 2023 15 Mon 16 Tue 17 Wed 18 Thu 19 Fri 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.00 0.05 0.10 0.15 0.20 0.25 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/8/2023 10:00:00 AM FM-03 Rainfall (in)Flow (MGD)StormsDate 7 Sun May 2023 8 Mon 9 Tue 10 Wed 11 Thu 12 Fri 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/19/2023 2:00:00 PM FM-03 Rainfall (in)Flow (MGD)StormsDate 18 Thu May 2023 19 Fri 20 Sat 21 Sun 22 Mon 23 Tue 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.00 0.05 0.10 0.15 0.20 0.25 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Page 341 Item 18. Storm Event - 5/30/2023 2:00:00 PM FM-03 Rainfall (in)Flow (MGD)StormsDate 29 Mon May 2023 30 Tue 31 Wed 1 Thu 2 Fri 3 Sat 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.20 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Storm Event - 6/5/2023 FM-03 Rainfall (in)Flow (MGD)StormsDate 4 Sun Jun 2023 5 Mon 6 Tue 7 Wed 8 Thu 9 Fri 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.00 0.05 0.10 0.15 0.20 0.25 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 6/3/2023 6:00:00 PM FM-03 Rainfall (in)Flow (MGD)StormsDate 2 Fri Jun 2023 3 Sat 4 Sun 5 Mon 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.20 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Storm Event - 6/15/2023 10:00:00 PM FM-03 Rainfall (in)Flow (MGD)StormsDate 14 Wed Jun 2023 15 Thu 16 Fri 17 Sat 18 Sun 19 Mon 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.00 0.05 0.10 0.15 0.20 0.25 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Page 342 Item 18. 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 Q vs i - FM-03 Storm Period Gross RDII Volume vs. Rainfall Depth Storm Period Gross RDII Volume (mg)Storm Period Rainfall Depth (in) AllStorms Page 343 Item 18. 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0 3 6 9 12 15 18 21 Dry Weather Flow FM-04 MGDHours Weekdays Weekends Pipe Flow FM-04 Rainfall (in)Flow (MGD)Date 15 Sat Apr 2023 22 Sat 1 Mon 8 Mon 15 Mon 22 Mon 1 Thu 8 Thu 15 Thu 22 Thu 0.0 0.2 0.4 0.6 0.8 1.0 0.5 1.0 0.00.0 Rainfall Qfinal(g) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0 5 10 15 20 Scatter Graph FM-04 VFINAL (ft/s)Iso Q (MGD)DFINAL (in) Page 344 Item 18. Storm Event - 4/26/2023 4:00:00 AM FM-04 Rainfall (in)Flow (MGD)StormsDate 25 Tue Apr 2023 26 Wed 27 Thu 28 Fri 29 Sat 30 Sun 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.0 0.2 0.4 0.6 0.8 1.0 1.2 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Storm Event - 5/15/2023 9:00:00 PM FM-04 Rainfall (in)Flow (MGD)StormsDate 14 Sun May 2023 15 Mon 16 Tue 17 Wed 18 Thu 19 Fri 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.0 0.2 0.4 0.6 0.8 1.0 1.2 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/8/2023 10:00:00 AM FM-04 Rainfall (in)Flow (MGD)StormsDate 7 Sun May 2023 8 Mon 9 Tue 10 Wed 11 Thu 12 Fri 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.0 0.2 0.4 0.6 0.8 1.0 1.2 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/19/2023 2:00:00 PM FM-04 Rainfall (in)Flow (MGD)StormsDate 18 Thu May 2023 19 Fri 20 Sat 21 Sun 22 Mon 23 Tue 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.0 0.2 0.4 0.6 0.8 1.0 1.2 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Page 345 Item 18. Storm Event - 5/30/2023 2:00:00 PM FM-04 Rainfall (in)Flow (MGD)StormsDate 29 Mon May 2023 30 Tue 31 Wed 1 Thu 2 Fri 3 Sat 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Storm Event - 6/5/2023 FM-04 Rainfall (in)Flow (MGD)StormsDate 4 Sun Jun 2023 5 Mon 6 Tue 7 Wed 8 Thu 9 Fri 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.0 0.2 0.4 0.6 0.8 1.0 1.2 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 6/3/2023 6:00:00 PM FM-04 Rainfall (in)Flow (MGD)StormsDate 2 Fri Jun 2023 3 Sat 4 Sun 5 Mon 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Storm Event - 6/15/2023 10:00:00 PM FM-04 Rainfall (in)Flow (MGD)StormsDate 14 Wed Jun 2023 15 Thu 16 Fri 17 Sat 18 Sun 19 Mon 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Page 346 Item 18. 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.20 0.22 0.24 0.0 0.2 0.4 0.6 0.8 1.0 1.2 Q vs i - FM-04 Storm Period Gross RDII Volume vs. Rainfall Depth Storm Period Gross RDII Volume (mg)Storm Period Rainfall Depth (in) AllStorms Page 347 Item 18. 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 0.65 0.70 0.75 0 3 6 9 12 15 18 21 Dry Weather Flow FM-05 MGDHours Weekdays Weekends Pipe Flow FM-05 Rainfall (in)Flow (MGD)Date 15 Sat Apr 2023 22 Sat 1 Mon 8 Mon 15 Mon 22 Mon 1 Thu 8 Thu 15 Thu 22 Thu 0.0 0.2 0.4 0.6 0.8 1.0 0.2 0.4 0.6 0.8 0.00.0 Rainfall Qfinal(g) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0 2 4 6 8 10 12 14 16 18 20 22 Scatter Graph FM-05 VFINAL (ft/s)Iso Q (MGD)DFINAL (in) Page 348 Item 18. Storm Event - 4/26/2023 4:00:00 AM FM-05 Rainfall (in)Flow (MGD)StormsDate 25 Tue Apr 2023 26 Wed 27 Thu 28 Fri 29 Sat 30 Sun 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Storm Event - 5/15/2023 9:00:00 PM FM-05 Rainfall (in)Flow (MGD)StormsDate 14 Sun May 2023 15 Mon 16 Tue 17 Wed 18 Thu 19 Fri 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/8/2023 10:00:00 AM FM-05 Rainfall (in)Flow (MGD)StormsDate 7 Sun May 2023 8 Mon 9 Tue 10 Wed 11 Thu 12 Fri 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekends Weekdays Storm Event - 5/19/2023 2:00:00 PM FM-05 Rainfall (in)Flow (MGD)StormsDate 18 Thu May 2023 19 Fri 20 Sat 21 Sun 22 Mon 23 Tue 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Page 349 Item 18. Storm Event - 5/30/2023 2:00:00 PM FM-05 Rainfall (in)Flow (MGD)StormsDate 29 Mon May 2023 30 Tue 31 Wed 1 Thu 2 Fri 3 Sat 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Storm Event - 6/5/2023 FM-05 Rainfall (in)Flow (MGD)StormsDate 4 Sun Jun 2023 5 Mon 6 Tue 7 Wed 8 Thu 9 Fri 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 6/3/2023 6:00:00 PM FM-05 Rainfall (in)Flow (MGD)StormsDate 2 Fri Jun 2023 3 Sat 4 Sun 5 Mon 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Storm Event - 6/15/2023 10:00:00 PM FM-05 Rainfall (in)Flow (MGD)StormsDate 14 Wed Jun 2023 15 Thu 16 Fri 17 Sat 18 Sun 19 Mon 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Page 350 Item 18. 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.11 0.12 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 Q vs i - FM-05 Storm Period Gross RDII Volume vs. Rainfall Depth Storm Period Gross RDII Volume (mg)Storm Period Rainfall Depth (in) AllStorms Page 351 Item 18. 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0 3 6 9 12 15 18 21 Dry Weather Flow FM-06 MGDHours Weekdays Weekends Pipe Flow FM-06 Rainfall (in)Flow (MGD)Date 15 Sat Apr 2023 22 Sat 1 Mon 8 Mon 15 Mon 22 Mon 1 Thu 8 Thu 15 Thu 22 Thu 0.0 0.2 0.4 0.6 0.8 1.0 0.1 0.2 0.3 0.4 0.00.0 Rainfall Qfinal(g) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0 2 4 6 8 10 12 14 16 18 20 22 Scatter Graph FM-06 VFINAL (ft/s)Iso Q (MGD)DFINAL (in) Page 352 Item 18. Storm Event - 4/26/2023 4:00:00 AM FM-06 Rainfall (in)Flow (MGD)StormsDate 25 Tue Apr 2023 26 Wed 27 Thu 28 Fri 29 Sat 30 Sun 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.00 0.05 0.10 0.15 0.20 0.25 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Storm Event - 5/15/2023 9:00:00 PM FM-06 Rainfall (in)Flow (MGD)StormsDate 14 Sun May 2023 15 Mon 16 Tue 17 Wed 18 Thu 19 Fri 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.00 0.05 0.10 0.15 0.20 0.25 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/8/2023 10:00:00 AM FM-06 Rainfall (in)Flow (MGD)StormsDate 7 Sun May 2023 8 Mon 9 Tue 10 Wed 11 Thu 12 Fri 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/19/2023 2:00:00 PM FM-06 Rainfall (in)Flow (MGD)StormsDate 18 Thu May 2023 19 Fri 20 Sat 21 Sun 22 Mon 23 Tue 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Page 353 Item 18. Storm Event - 5/30/2023 2:00:00 PM FM-06 Rainfall (in)Flow (MGD)StormsDate 29 Mon May 2023 30 Tue 31 Wed 1 Thu 2 Fri 3 Sat 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Storm Event - 6/5/2023 FM-06 Rainfall (in)Flow (MGD)StormsDate 4 Sun Jun 2023 5 Mon 6 Tue 7 Wed 8 Thu 9 Fri 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.00 0.05 0.10 0.15 0.20 0.25 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekends Weekdays Storm Event - 6/3/2023 6:00:00 PM FM-06 Rainfall (in)Flow (MGD)StormsDate 2 Fri Jun 2023 3 Sat 4 Sun 5 Mon 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.00 0.05 0.10 0.15 0.20 0.25 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Storm Event - 6/15/2023 10:00:00 PM FM-06 Rainfall (in)Flow (MGD)StormsDate 14 Wed Jun 2023 15 Thu 16 Fri 17 Sat 18 Sun 19 Mon 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.00 0.05 0.10 0.15 0.20 0.25 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Page 354 Item 18. 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 Q vs i - FM-06 Storm Period Gross RDII Volume vs. Rainfall Depth Storm Period Gross RDII Volume (mg)Storm Period Rainfall Depth (in) AllStorms Page 355 Item 18. 70 80 90 100 110 120 130 140 150 160 170 180 0 3 6 9 12 15 18 21 Dry Weather Flow FM-07 MGDHours Weekdays Weekends Pipe Flow FM-07 Rainfall (in)Flow (MGD)Date 15 Sat Apr 2023 22 Sat 1 Mon 8 Mon 15 Mon 22 Mon 1 Thu 8 Thu 15 Thu 22 Thu 0.0 0.2 0.4 0.6 0.8 1.0 0.00 0.05 0.10 0.00.0 Rainfall Qfinal(g) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 0 2 4 6 8 10 12 14 16 18 20 22 Scatter Graph FM-07 VFINAL (ft/s)Iso Q (MGD)DFINAL (in) Page 356 Item 18. 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0 3 6 9 12 15 18 21 Dry Weather Flow FM-08 MGDHours Weekdays Weekends Pipe Flow FM-08 Rainfall (in)Flow (MGD)Date 15 Sat Apr 2023 22 Sat 1 Mon 8 Mon 15 Mon 22 Mon 1 Thu 8 Thu 15 Thu 22 Thu 0.0 0.2 0.4 0.6 0.8 1.0 0.5 1.0 1.5 0.00.0 Rainfall Qfinal(g) 0.0 0.5 1.0 1.5 2.0 2.5 0 5 10 15 20 25 30 35 Scatter Graph FM-08 VFINAL (ft/s)Iso Q (MGD)DFINAL (in) Page 357 Item 18. Storm Event - 4/26/2023 4:00:00 AM FM-08 Rainfall (in)Flow (MGD)StormsDate 25 Tue Apr 2023 26 Wed 27 Thu 28 Fri 29 Sat 30 Sun 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Storm Event - 5/15/2023 9:00:00 PM FM-08 Rainfall (in)Flow (MGD)StormsDate 14 Sun May 2023 15 Mon 16 Tue 17 Wed 18 Thu 19 Fri 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/8/2023 10:00:00 AM FM-08 Rainfall (in)Flow (MGD)StormsDate 7 Sun May 2023 8 Mon 9 Tue 10 Wed 11 Thu 12 Fri 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/19/2023 2:00:00 PM FM-08 Rainfall (in)Flow (MGD)StormsDate 18 Thu May 2023 19 Fri 20 Sat 21 Sun 22 Mon 23 Tue 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Page 358 Item 18. Storm Event - 5/30/2023 2:00:00 PM FM-08 Rainfall (in)Flow (MGD)StormsDate 29 Mon May 2023 30 Tue 31 Wed 1 Thu 2 Fri 3 Sat 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Storm Event - 6/5/2023 FM-08 Rainfall (in)Flow (MGD)StormsDate 4 Sun Jun 2023 5 Mon 6 Tue 7 Wed 8 Thu 9 Fri 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 6/3/2023 6:00:00 PM FM-08 Rainfall (in)Flow (MGD)StormsDate 2 Fri Jun 2023 3 Sat 4 Sun 5 Mon 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Storm Event - 6/15/2023 10:00:00 PM FM-08 Rainfall (in)Flow (MGD)StormsDate 14 Wed Jun 2023 15 Thu 16 Fri 17 Sat 18 Sun 19 Mon 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Page 359 Item 18. 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.0 0.2 0.4 0.6 0.8 1.0 1.2 Q vs i - FM-08 Storm Period Gross RDII Volume vs. Rainfall Depth Storm Period Gross RDII Volume (mg)Storm Period Rainfall Depth (in) AllStorms Page 360 Item 18. 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0 3 6 9 12 15 18 21 Dry Weather Flow FM-09 MGDHours Weekdays Weekends Pipe Flow FM-09 Rainfall (in)Flow (MGD)Date 15 Sat Apr 2023 22 Sat 1 Mon 8 Mon 15 Mon 22 Mon 1 Thu 8 Thu 15 Thu 22 Thu 0.0 0.2 0.4 0.6 0.8 1.0 0.0 0.5 1.0 1.5 0.00.0 Rainfall Qfinal(g) 0 1 2 3 4 5 6 7 8 9 10 11 0 5 10 15 20 25 30 35 Scatter Graph FM-09 VFINAL (ft/s)Iso Q (MGD)DFINAL (in) Page 361 Item 18. Storm Event - 4/26/2023 4:00:00 AM FM-09 Rainfall (in)Flow (MGD)StormsDate 25 Tue Apr 2023 26 Wed 27 Thu 28 Fri 29 Sat 30 Sun 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Storm Event - 5/15/2023 9:00:00 PM FM-09 Rainfall (in)Flow (MGD)StormsDate 14 Sun May 2023 15 Mon 16 Tue 17 Wed 18 Thu 19 Fri 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/8/2023 10:00:00 AM FM-09 Rainfall (in)Flow (MGD)StormsDate 7 Sun May 2023 8 Mon 9 Tue 10 Wed 11 Thu 12 Fri 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/19/2023 2:00:00 PM FM-09 Rainfall (in)Flow (MGD)StormsDate 18 Thu May 2023 19 Fri 20 Sat 21 Sun 22 Mon 23 Tue 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Page 362 Item 18. Storm Event - 5/30/2023 2:00:00 PM FM-09 Rainfall (in)Flow (MGD)StormsDate 29 Mon May 2023 30 Tue 31 Wed 1 Thu 2 Fri 3 Sat 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Storm Event - 6/5/2023 FM-09 Rainfall (in)Flow (MGD)StormsDate 4 Sun Jun 2023 5 Mon 6 Tue 7 Wed 8 Thu 9 Fri 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 6/3/2023 6:00:00 PM FM-09 Rainfall (in)Flow (MGD)StormsDate 2 Fri Jun 2023 3 Sat 4 Sun 5 Mon 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Storm Event - 6/15/2023 10:00:00 PM FM-09 Rainfall (in)Flow (MGD)StormsDate 14 Wed Jun 2023 15 Thu 16 Fri 17 Sat 18 Sun 19 Mon 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Page 363 Item 18. 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.11 0.0 0.2 0.4 0.6 0.8 1.0 1.2 Q vs i - FM-09 Storm Period Gross RDII Volume vs. Rainfall Depth Storm Period Gross RDII Volume (mg)Storm Period Rainfall Depth (in) AllStorms Page 364 Item 18. 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 0 3 6 9 12 15 18 21 Dry Weather Flow FM-10 MGDHours Weekdays Weekends Pipe Flow FM-10 Rainfall (in)Flow (MGD)Date 15 Sat Apr 2023 22 Sat 1 Mon 8 Mon 15 Mon 22 Mon 1 Thu 8 Thu 15 Thu 22 Thu 0.0 0.2 0.4 0.6 0.8 1.0 1 2 3 0.00.0 Rainfall Qfinal(g) 0.0 0.5 1.0 1.5 2.0 2.5 0 5 10 15 20 25 Scatter Graph FM-10 VFINAL (ft/s)Iso Q (MGD)DFINAL (in) Page 365 Item 18. Storm Event - 4/26/2023 4:00:00 AM FM-10 Rainfall (in)Flow (MGD)StormsDate 25 Tue Apr 2023 26 Wed 27 Thu 28 Fri 29 Sat 30 Sun 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.0 0.5 1.0 1.5 2.0 2.5 3.0 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Storm Event - 5/15/2023 9:00:00 PM FM-10 Rainfall (in)Flow (MGD)StormsDate 14 Sun May 2023 15 Mon 16 Tue 17 Wed 18 Thu 19 Fri 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.0 0.5 1.0 1.5 2.0 2.5 3.0 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/8/2023 10:00:00 AM FM-10 Rainfall (in)Flow (MGD)StormsDate 7 Sun May 2023 8 Mon 9 Tue 10 Wed 11 Thu 12 Fri 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.0 0.5 1.0 1.5 2.0 2.5 3.0 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 5/19/2023 2:00:00 PM FM-10 Rainfall (in)Flow (MGD)StormsDate 18 Thu May 2023 19 Fri 20 Sat 21 Sun 22 Mon 23 Tue 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.0 0.5 1.0 1.5 2.0 2.5 3.0 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Weekends Page 366 Item 18. Storm Event - 5/30/2023 2:00:00 PM FM-10 Rainfall (in)Flow (MGD)StormsDate 29 Mon May 2023 30 Tue 31 Wed 1 Thu 2 Fri 3 Sat 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.0 0.5 1.0 1.5 2.0 2.5 0.00.51.0 Rainfall Gross Q Gross I/I Weekdays Storm Event - 6/5/2023 FM-10 Rainfall (in)Flow (MGD)StormsDate 4 Sun Jun 2023 5 Mon 6 Tue 7 Wed 8 Thu 9 Fri 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.0 0.5 1.0 1.5 2.0 2.5 3.0 0.00.51.0 Rainfall Gross Q Gross I/I Weekends Weekdays Storm Event - 6/3/2023 6:00:00 PM FM-10 Rainfall (in)Flow (MGD)StormsDate 2 Fri Jun 2023 3 Sat 4 Sun 5 Mon 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.0 0.5 1.0 1.5 2.0 2.5 3.0 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Storm Event - 6/15/2023 10:00:00 PM FM-10 Rainfall (in)Flow (MGD)StormsDate 14 Wed Jun 2023 15 Thu 16 Fri 17 Sat 18 Sun 19 Mon 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.0 0.5 1.0 1.5 2.0 2.5 3.0 0.00.51.0 Rainfall Gross Q Gross I/I Precomp(-)Weekdays Weekends Page 367 Item 18. 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 0.65 0.0 0.2 0.4 0.6 0.8 1.0 1.2 Q vs i - FM-10 Storm Period Gross RDII Volume vs. Rainfall Depth Storm Period Gross RDII Volume (mg)Storm Period Rainfall Depth (in) AllStorms Page 368 Item 18. Page 369 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix C Water Demand and Wastewater Flow Projections Page 370 Item 18. Table C-1 Summary of Water Demand Projections Customer Base Served Population Non- residential Acres Average Day Usage Rates Average Day Demand (MGD) Max Day to Avg Day Ratio Max Day Demand (MGD) Peak Hour to Max Day Ratio Peak Hour Demand (MGD) Lower Residential 14,089 -185 gpcd 2.61 2.20 5.73 2.10 12.04 Lower Non-Residential -424 1,400 gpd/acre 0.59 2.20 1.31 2.10 2.74 Total Lower Plane 14,089 424 -3.20 -7.04 -14.78 Upper Residential 24,754 -185 gpcd 4.58 2.20 10.07 2.10 21.16 Upper Non-Residential -1,068 1,400 gpd/acre 1.50 2.20 3.29 2.10 6.91 Total Upper Plane 24,754 1,068 -6.08 -13.36 -28.07 Total Town 38,843 1,492 9.28 -20.40 -42.85 Customer Base Served Population Non- residential Acres Average Day Usage Rates Average Day Demand (MGD) Max Day to Avg Day Ratio Max Day Demand (MGD) Peak Hour to Max Day Ratio Peak Hour Demand (MGD) Lower Residential 26,101 -185 gpcd 4.83 2.20 10.62 2.10 22.31 Lower Non-Residential -1,175 1,400 gpd/acre 1.65 2.20 3.62 2.10 7.60 Total Lower Plane 26,101 1,175 -6.47 -14.24 -29.91 Upper Residential 27,292 -185 gpcd 5.05 2.20 11.11 2.10 23.33 Upper Non-Residential -1,149 1,400 gpd/acre 1.61 2.20 3.54 2.10 7.43 Total Upper Plane 27,292 1,149 -6.66 -14.65 -30.76 Total Town 53,393 2,324 13.13 -28.89 -60.67 Customer Base Served Population Non- residential Acres Average Day Usage Rates Average Day Demand (MGD) Max Day to Avg Day Ratio Max Day Demand (MGD) Peak Hour to Max Day Ratio Peak Hour Demand (MGD) Lower Residential 34,454 -185 gpcd 6.37 2.20 14.02 2.10 29.45 Lower Non-Residential -2,024 1,400 gpd/acre 2.83 2.20 6.23 2.10 13.09 Total Lower Plane 34,454 2,024 -9.21 -20.26 -42.54 Upper Residential 29,983 -185 gpcd 5.55 2.20 12.20 2.10 25.63 Upper Non-Residential -1,616 1,400 gpd/acre 2.26 2.20 4.98 2.10 10.45 Total Upper Plane 29,983 1,616 -7.81 -17.18 -36.08 Total Town 64,437 3,640 17.02 -37.44 -78.62 Customer Base Served Population Non- residential Acres Average Day Usage Rates Average Day Demand (MGD) Max Day to Avg Day Ratio Max Day Demand (MGD) Peak Hour to Max Day Ratio Peak Hour Demand (MGD) Artesia Development 5,364 -185 gpcd 0.99 2.20 2.18 2.10 4.58 Lower Residential 41,441 -185 gpcd 7.67 2.20 16.87 2.10 35.42 Lower Non-Residential -2,928 1,400 gpd/acre 4.10 2.20 9.02 2.10 18.94 Total Lower Plane 41,441 2,928 -12.76 -28.07 -58.94 Upper Residential 35,370 -185 gpcd 6.54 2.20 14.40 2.10 30.23 Upper Non-Residential -1,901 1,400 gpd/acre 2.66 2.20 5.86 2.10 12.30 Total Upper Plane 35,370 1,901 -9.20 -20.25 -42.53 Total Town 82,175 4,829 21.96 -48.32 -101.47 (1) 5-year, 10-year and buildout demands assume the area between the DNT and railroad is shifted from the Upper Pressure Plane to the Lower Pressure Plane. 2023 2028(1) 2033(1) Buildout(1) Page 371 Item 18. Table C-2Summary of Wastewater Flow ProjectionsCustomer Base Served PopulationNon-Residential AcresAverage Day Flow (MGD)(1)Peak Wet Weather Flow(2) (MGD)UTRWD Residential 14,094 - 1.31 5.24UTRWD Non-Residential - 588 - - Total UTRWD Basin 14,094 588 1.31 5.24NTMWD Residential 22,478 - 1.83 7.32NTMWD Non-Residential - 458 - - Total NTMWD Basin 22,478 458 1.83 7.32Total Town 36,572 1,046 3.14 12.56Customer Base Served PopulationNon-Residential AcresAverage Day Flow(3) (MGD)Peak Wet Weather Flow(2) (MGD)UTRWD Residential 34,271 - 3.26 13.04UTRWD Non-Residential - 1,879 1.22 4.88 Total UTRWD Basin 34,271 1,879 4.48 17.92NTMWD Residential 16,944 - 1.61 6.44NTMWD Non-Residential - 428 0.28 1.12 Total NTMWD Basin 16,944 428 1.89 7.56Total Town 51,215 2,307 6.37 25.48Customer Base Served PopulationNon-Residential AcresAverage Day Flow(3) (MGD)Peak Wet Weather Flow(2) (MGD)UTRWD Residential 43,059 - 4.09 16.36UTRWD Non-Residential - 2,909 1.89 7.56 Total UTRWD Basin 43,059 2,909 5.98 23.92NTMWD Residential 19,201 - 1.82 7.28NTMWD Non-Residential - 709 0.46 1.84 Total NTMWD Basin 19,201 709 2.28 9.12Total Town 62,259 3,618 8.26 33.04Customer Base Served PopulationNon-Residential AcresAverage Day Flow(3) (MGD)Peak Wet Weather Flow(2) (MGD)UTRWD Residential 54,374-5.17 20.68UTRWD Non-Residential -3,984 2.59 10.36 Total UTRWD Basin 54,374 3,984 7.76 31.04NTMWD Residential 22,438-2.13 8.52NTMWD Non-Residential -840 0.55 2.20 Total NTMWD Basin 22,438 840 2.68 10.72Total Town 76,811 4,824 10.44 41.76(3)For future growth, population has a 95 gallons per capita day rate and non-residential acreage has a 650 gallons per acre per day rate.(2)The peaking factor is assumed to be 4.0 for all planning periods.202320282033Buildout(1)Flows are based on wholesale summary data.Page 372 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix D Water System Project Cost Estimates Page 373 Item 18. 1 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 2,800 LF 240$ 672,000$ 2 2,800 LF 100$ 280,000$ 952,000$ 30%285,600$ 1,237,600$ 15%185,700$ 1,423,300$ 1,423,300$ Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: CONTINGENCY Phase: A 12-inch water line along West Frontier Parkway from Greenwood Memorial Drive to North Dallas Parkway. Project Description:Vicinity Map Project Drivers: This project will to help establish gridding in the eastern portion of the Lower Pressure Plane, as well as provide redundancy to and help maintain pressures in the Frontier Park neighborhood. Construction Project Number: SUBTOTAL: DESCRIPTION June 20, 2025 Project Name:West Frontier Parkway 12-inch Water Line Town of Prosper Concrete Pavement Repair 12" WL & Appurtenances Opinion of Probable Construction Cost Capital Improvement Cost Estimate Construction Project Number: Page 374 Item 18. Construction Project Number: June 20, 2025 Town of Prosper Capital Improvement Cost Estimate 2 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 500 LF 240$ 120,000$ 2 1 LS 30,500$ 30,500$ 3 200 LF 1,000$ 200,000$ 4 100 LF 100$ 10,000$ 360,500$ 30%108,200$ 468,700$ 15%70,400$ 539,100$ 539,100$ Estimated Project Total: SUBTOTAL: 12" WL & Appurtenances A 12-inch water line and pressure reducing valve south of West Frontier Parkway and intersecting Talon Lane. Project Drivers: This project will provide an additional transfer point between the Upper and Lower Pressure Planes. Project Name:Talon Lane 12-inch Water Line and PRV Phase: CONTINGENCY Opinion of Probable Construction Cost DESCRIPTION 20" Boring and Casing Pressure Reducing Valve Project Description:Vicinity Map Concrete Pavement Repair Construction Project Number: SUBTOTAL: ENG/SURVEY SUBTOTAL: Page 375 Item 18. Construction Project Number: June 20, 2025 Town of Prosper Capital Improvement Cost Estimate 3 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 2,200 LF 320$ 704,000$ 2 5,000 LF 240$ 1,200,000$ 3 7,200 LF 100$ 720,000$ 2,624,000$ 30%787,200$ 3,411,200$ 15%511,700$ 3,922,900$ 3,922,900$ Construction Project Number:Phase: Project Name:Preston Road 12- and 16-inch Water Line Opinion of Probable Construction Cost DESCRIPTION 16" WL & Appurtenances 12" WL & Appurtenances Project Description:Vicinity Map A 16-inch water line along North Preston Road from St. Peter Lane to East Prosper Trail, followed by a 12-inch water line from East Prosper Trail to East Broadway Street. Project Drivers: This project helps maintain pressures in the Upper Pressure Plane during peak hour demands. SUBTOTAL: CONTINGENCY Concrete Pavement Repair Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: Page 376 Item 18. Construction Project Number: June 20, 2025 Town of Prosper Capital Improvement Cost Estimate 4 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 5,800 LF 240$ 1,392,000$ 2 1 LS 30,500$ 30,500$ 75,000$ 1,422,500$ 30%426,800$ 1,849,300$ 15%277,400$ 2,126,700$ 2,126,700$ Construction Project Number:Phase: Project Name:Railroad 12-inch Water Line and PRV Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Pressure Reducing Valve Project Description:Vicinity Map A pressure reducing valve and a 12-inch water line along the east side of the railroad tracks from First Street to University Drive. Project Drivers: This project completes looping in the Upper Pressure Plane and will help supply projected non-residential development. SUBTOTAL: CONTINGENCY Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: Page 377 Item 18. Construction Project Number: June 20, 2025 Town of Prosper Capital Improvement Cost Estimate 5 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 5,800 LF 240$ 1,392,000$ 1,392,000$ 30%417,600$ 1,809,600$ 15%271,500$ 2,081,100$ 2,081,100$ Construction Project Number:Phase: Project Name:Railroad 12-inch Water Line Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Project Description:Vicinity Map A 12-inch water line along the west side of the railroad tracks from First Street to University Drive. Project Drivers: This project completes looping in the Lower Pressure Plane and will help supply projected non-residential development. SUBTOTAL: CONTINGENCY Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: Page 378 Item 18. Construction Project Number: June 20, 2025 Town of Prosper Capital Improvement Cost Estimate 6 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,500 LF 600$ 3,900,000$ 2 1,500 LF 240$ 360,000$ 3 500 LF 2,400$ 1,200,000$ 4 1,300 LF 100$ 130,000$ 5,590,000$ 30%1,677,000$ 7,267,000$ 15%1,090,100$ 8,357,100$ 8,357,100$ Construction Project Number:Phase: Project Name:South of First Street 12- and 30-inch Water Line Opinion of Probable Construction Cost DESCRIPTION 30" WL & Appurtenances 12" WL & Appurtenances Project Description:Vicinity Map A 30-inch water line parallel to and south of First Street from Legacy Drive to Dallas Parkway, with a 12-inch water line connecting to the 30-inch line and ending at the intersection of Mahard Parkway and Prairie Drive. Project Drivers: This project will increase the delivery capacity to the Lower Pressure Plane, and increase transmission capacity to the Fishtrap EST. SUBTOTAL: CONTINGENCY 48" Boring and Casing Concrete Pavement Repair Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: Page 379 Item 18. Construction Project Number: June 20, 2025 Town of Prosper Capital Improvement Cost Estimate 7 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 4,400 LF 240$ 1,056,000$ 2 4,400 LF 100$ 440,000$ 1,496,000$ 30%448,800$ 1,944,800$ 15%291,800$ 2,236,600$ 2,236,600$ Construction Project Number:Phase: Project Name:First Street 12-inch Water Line Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Concrete Pavement Repair Project Description:Vicinity Map A 12-inch water line along First Street, from the 2.0 MG Preston elevated storage tank to South McKinley Street. Project Drivers: This project provides looping and redundancy in the Upper Pressure Plane. SUBTOTAL: CONTINGENCY Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: Page 380 Item 18. Construction Project Number: June 20, 2025 Town of Prosper Capital Improvement Cost Estimate 8 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 4,300 LF 240$ 1,032,000$ 2 4,300 LF 100$ 430,000$ 1,462,000$ 30%438,600$ 1,900,600$ 15%285,100$ 2,185,700$ 2,185,700$ Construction Project Number:Phase: Project Name:East Broadway Street 12-inch Water Line Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Concrete Pavement Repair Project Description:Vicinity Map A 12-inch water line along East Broadway Street from Preston Road to Coleman Street. Project Drivers: This project provides looping and redundancy in the Upper Pressure Plane. SUBTOTAL: CONTINGENCY Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: Page 381 Item 18. Construction Project Number: June 20, 2025 Town of Prosper Capital Improvement Cost Estimate 9 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 5,900 LF 320$ 1,888,000$ 2 300 LF 1,500$ 450,000$ 3 5,600 LF 100$ 560,000$ 2,898,000$ 30%869,400$ 3,767,400$ 15%565,200$ 4,332,600$ 4,332,600$ Construction Project Number:Phase: Project Name:Dallas Parkway 16-inch Water Line Opinion of Probable Construction Cost DESCRIPTION 16" WL & Appurtenances 30" Boring and Casing Project Description:Vicinity Map A 16-inch water line along Dallas Parkway from Prosper Trail to First Street. Project Drivers: This project will help establish gridding the eastern portion of the Lower Pressure Plane. SUBTOTAL: CONTINGENCY Concrete Pavement Repair Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: Page 382 Item 18. 10 10-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 7,500,000$ 7,500,000$ 2 300 LF 600$ 180,000$ 7,680,000$ 30%2,304,000$ 9,984,000$ 15%1,497,600$ 11,481,600$ 11,481,600$ Town of Prosper Capital Improvement Cost Estimate June 20, 2025 A 1.5 MG elevated storage tank located at the intersection of Carnegie Mellon Drive and Prosper Road, with a 30-inch line connecting the tank to the 24-inch line under design along Prosper Road. Project Drivers: This project will provide elevated storage, fire flow volume, and help maintain pressure in the Lower Pressure Plane during peak hour demands. Opinion of Probable Construction Cost Construction Project Number:Phase: Project Name:1.5 MG Prosper Road Elevated Storage Tank Project Description:Vicinity Map DESCRIPTION 1.5 MG Elevated Storage Tank 30" WL & Appurtenances SUBTOTAL: Estimated Project Total: Construction Project Number:Phase: SUBTOTAL: CONTINGENCY SUBTOTAL: ENG/SURVEY Page 383 Item 18. Town of Prosper Capital Improvement Cost Estimate June 20, 2025 Construction Project Number:Phase:11 10-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1,100 LF 480$ 528,000$ 2 1,000 LF 400$ 400,000$ 3 3,200 LF 320$ 1,024,000$ 4 3,300 LF 240$ 792,000$ 5 8,600 LF 100$ 860,000$ 3,604,000$ 30%1,081,200$ 4,685,200$ 15%702,800$ 5,388,000$ 5,388,000$ Construction Project Number:Phase: Project Name:Legacy Drive 12- to 24-inch Water Line 24" WL & Appurtenances 20" WL & Appurtenances Project Description:Vicinity Map A 12- to 24-inch water line along Legacy Drive from Frontier Parkway to Star Meadow Drive, with a 20-inch water line connecting at West Prosper Trail. Project Drivers: This project helps complete looping around the perimeter of the Lower Pressure Plane. 16" WL & Appurtenances 12" WL & Appurtenances Concrete Pavement Repair Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Page 384 Item 18. Town of Prosper Capital Improvement Cost Estimate June 20, 2025 Construction Project Number:Phase:12 10-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,300 LF 240$ 1,512,000$ 2 200 LF 1,000$ 200,000$ 3 6,100 LF 100$ 610,000$ 2,322,000$ 30%696,600$ 3,018,600$ 15%452,800$ 3,471,400$ 3,471,400$ Construction Project Number:Phase: 12" WL & Appurtenances 20" Boring and Casing Project Name:Frontier Parkway 12-inch Water Line Project Description:Vicinity Map A 12-inch water line along Frontier Parkway from Legacy Drive to Dallas Parkway. Project Drivers: This project helps complete looping around the perimeter of the Lower Pressure Plane. Concrete Pavement Repair Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Page 385 Item 18. Town of Prosper Capital Improvement Cost Estimate June 20, 2025 Construction Project Number:Phase:13 10-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 600 LF 320$ 192,000$ 2 8,300 LF 240$ 1,992,000$ 3 300 LF 1,000$ 300,000$ 4 8,600 LF 100$ 860,000$ 3,344,000$ 30%1,003,200$ 4,347,200$ 15%652,100$ 4,999,300$ 4,999,300$ Construction Project Number:Phase: 16" WL & Appurtenances 12" WL & Appurtenances Project Name:Parvin Road 12- and 16-inch Water Line Project Description:Vicinity Map A 12-inch water line along Parvin Road from Legacy Drive to North Teel Parkway and a 16-inch water line connecting at Teel Parkway. Project Drivers: This project helps complete looping around the perimeter of the Lower Pressure Plane. 20" Boring and Casing Concrete Pavement Repair Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Page 386 Item 18. Town of Prosper Capital Improvement Cost Estimate June 20, 2025 Construction Project Number:Phase:14 10-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 8,600 LF 240$ 2,064,000$ 2 8,600 LF 100$ 860,000$ 2,924,000$ 30%877,200$ 3,801,200$ 15%570,200$ 4,371,400$ 4,371,400$ Construction Project Number:Phase: 12" WL & Appurtenances Concrete Pavement Repair Project Name:FM 1385 12-inch Water Line Project Description:Vicinity Map A 12-inch water line along FM 1385 from Parvin Road to Fishtrap Road. Project Drivers: This project helps complete looping around the perimeter of the Lower Pressure Plane. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Page 387 Item 18. Town of Prosper Capital Improvement Cost Estimate June 20, 2025 Construction Project Number:Phase:15 10-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 11,900 LF 240$ 2,856,000$ 2 200 LF 1,000$ 200,000$ 3 11,700 LF 100$ 1,170,000$ 4,226,000$ 30%1,267,800$ 5,493,800$ 15%824,100$ 6,317,900$ 6,317,900$ Construction Project Number:Phase: 12" WL & Appurtenances 20" Boring and Casing Project Name:Parvin Road 12-inch Water Line Project Description:Vicinity Map A 12-inch water line along Parvin Road from North Teel Parkway to FM 1385. Project Drivers: This project helps complete looping around the perimeter of the Lower Pressure Plane. Concrete Pavement Repair Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Page 388 Item 18. 16 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 2,250,000$ 2,250,000$ 2,250,000$ 30%675,000$ 2,925,000$ 15%438,800$ 3,363,800$ 3,363,800$ Town of Prosper Capital Improvement Cost Estimate June 20, 2025 An expension of the Lower Pressure Plane pumping capacity to 40 MGD. Project Drivers: This project will increase the pumping capacity to the Lower Pressure Plane. Opinion of Probable Construction Cost Construction Project Number:Phase: Project Name:Expand LPP Firm Pumping Capacity to 40 MGD Project Description:Vicinity Map DESCRIPTION Pump Station - Expansion 14 MGD SUBTOTAL: Estimated Project Total: Construction Project Number:Phase: SUBTOTAL: CONTINGENCY SUBTOTAL: ENG/SURVEY Page 389 Item 18. Town of Prosper Capital Improvement Cost Estimate June 20, 2025 Construction Project Number:Phase:17 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 7,500,000$ 7,500,000$ 7,500,000$ 30%2,250,000$ 9,750,000$ 15%1,462,500$ 11,212,500$ 11,212,500$ Construction Project Number:Phase: Project Name:New 5 MG GST 5.0 MG Ground Storage Tank Project Description:Vicinity Map A 5 MG ground storage tank located at the existing pump station off of North Custer Road. Project Drivers: This project adds additional ground storage volume to provide the ability for the Town to pump at a higher rate than the supply from NTMWD under peak demand conditions. In addition, this storage allows the Town to continue to provide service if supply is lost or reduced. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Page 390 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix E Wastewater System Project Cost Estimates Page 391 Item 18. 1 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 200,000$ 200,000$ 200,000$ 30%60,000$ 260,000$ 15%39,000$ 299,000$ 299,000$ Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: CONTINGENCY Phase: Decommission WWTP Lift Station and downstream force main. The assumption is that the force main will be abandoned in place, and will have no cost associated with the pipeline. Project Description:Vicinity Map Project Drivers: This project will decommission the WWTP Lift Station and downstream force main. Flow will instead be conveyed through the 21-inch line under design that will convey flow to UTRWD. Construction Project Number:Phase: SUBTOTAL: DESCRIPTION June 27, 2025 Project Name:WWTP Lift Station and Force Main Decommissioning Town of Prosper Decommission Lift Station Opinion of Probable Construction Cost Capital Improvement Cost Estimate Construction Project Number: Page 392 Item 18. Construction Project Number:Phase: June 27, 2025 Town of Prosper Capital Improvement Cost Estimate 2 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 2,000 LF 250$ 500,000$ 2 100 LF 100$ 10,000$ 510,000$ 30%153,000$ 663,000$ 15%99,500$ 762,500$ 762,500$ Estimated Project Total: SUBTOTAL: 10" Pipe A 10-inch interceptor south of Rutherford Branch Creek. Project Drivers: This project will serve projected residential growth in this area, conveying flow to NTMWD. Project Name:South Rutherford Branch Creek 10-inch Trunk Line Phase: CONTINGENCY Opinion of Probable Construction Cost DESCRIPTION Concrete Pavement Repair Project Description:Vicinity Map Construction Project Number: SUBTOTAL: ENG/SURVEY SUBTOTAL: Page 393 Item 18. Construction Project Number:Phase: June 27, 2025 Town of Prosper Capital Improvement Cost Estimate 3 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,400 LF 250$ 850,000$ 2 200 LF 100$ 20,000$ 870,000$ 30%261,000$ 1,131,000$ 15%169,700$ 1,300,700$ 1,300,700$ Construction Project Number:Phase: Project Name:New 10-inch Trunk Line to Under-Design 30-inch Interceptor Opinion of Probable Construction Cost DESCRIPTION 10" Pipe Concrete Pavement Repair Project Description:Vicinity Map A 10-inch interceptor originating south of West First Street and connecting to the 30-inch interceptor currently under design. Project Drivers: This project will serve projected residential growth in this area, conveying flow to UTRWD. SUBTOTAL: CONTINGENCY Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: Page 394 Item 18. Construction Project Number:Phase: June 27, 2025 Town of Prosper Capital Improvement Cost Estimate 4 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 2,500 LF 250$ 625,000$ 2 100 LF 100$ 10,000$ 635,000$ 30%190,500$ 825,500$ 15%123,900$ 949,400$ 949,400$ Construction Project Number:Phase: Project Name:Glenbrooke 10-inch Interceptor Opinion of Probable Construction Cost DESCRIPTION 10" Pipe Concrete Pavement Repair Project Description:Vicinity Map A 10-inch interceptor north of the Glenbrooke subdivision conveying flow to the interceptor under design in Project M. Project Drivers: This project will serve projected non-residential growth in this area, conveying flow to UTRWD. SUBTOTAL: CONTINGENCY Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: Page 395 Item 18. Construction Project Number:Phase: June 27, 2025 Town of Prosper Capital Improvement Cost Estimate 5 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 4,500 LF 450$ 2,025,000$ 2 1 LS 25,000$ 25,000$ 3 600 LF 1,600$ 960,000$ 4 100 LF 100$ 10,000$ 3,020,000$ 30%906,000$ 3,926,000$ 15%588,900$ 4,514,900$ 4,514,900$ Construction Project Number:Phase: Project Name:Lakes of Prosper Lift Station Decommissioning and 18-inch Interceptor Opinion of Probable Construction Cost DESCRIPTION 18" Pipe Decommission Lift Station Project Description:Vicinity Map An 18-inch interceptor originating at the existing Lakes of Prosper Lift Station, and connecting to an 18-inch line under design. Project Drivers: This project will serve projected residential and non-residential development, and will convey flow to UTRWD. This project will also decommission the existing Lakes of Prosper Lift Station. SUBTOTAL: CONTINGENCY 32" Boring and Casing Concrete Pavement Repair Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: Page 396 Item 18. Construction Project Number:Phase: June 27, 2025 Town of Prosper Capital Improvement Cost Estimate 6 5-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 2,200 LF 375$ 825,000$ 2 4,500 LF 300$ 1,350,000$ 3 4,800 LF 250$ 1,200,000$ 4 400 LF 1,000$ 400,000$ 3,775,000$ 30%1,132,500$ 4,907,500$ 15%736,200$ 5,643,700$ 5,643,700$ Construction Project Number:Phase: Project Name:Doe Branch 10- to 15-inch Lines Opinion of Probable Construction Cost DESCRIPTION 15" Pipe 12" Pipe Project Description:Vicinity Map 10- to 15-inch wastewater lines along Doe Branch tying into the UTRWD Doe Branch interceptor. Project Drivers: This project will parallel the existing UTRWD Doe Branch interceptor and serve projected residential and non-residential development in northwest Prosper, conveying flow to UTRWD. SUBTOTAL: CONTINGENCY 10" Pipe 20" Boring and Casing Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: Page 397 Item 18. 7 10-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,600 LF 375$ 1,350,000$ 2 2,200 LF 300$ 660,000$ 2,010,000$ 30%603,000$ 2,613,000$ 15%392,000$ 3,005,000$ 3,005,000$ Town of Prosper Capital Improvement Cost Estimate June 27, 2025 A 12- and 15-inch interceptor originating near the BNSF railway and conveying flow to the 18-inch interceptor currently under design. Project Drivers: This project will serve projected residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost Construction Project Number:Phase: Project Name:University Drive and Dallas Parkway 12- and 15-inch Interceptor Project Description:Vicinity Map DESCRIPTION 15" Pipe 12" Pipe SUBTOTAL: Estimated Project Total: Construction Project Number:Phase: SUBTOTAL: CONTINGENCY SUBTOTAL: ENG/SURVEY Page 398 Item 18. Town of Prosper Capital Improvement Cost Estimate June 27, 2025 Construction Project Number:Phase:8 10-Year ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 4,600 LF 200$ 920,000$ 2 2,900 LF 100$ 290,000$ 1,210,000$ 30%363,000$ 1,573,000$ 15%236,000$ 1,809,000$ 1,809,000$ Construction Project Number:Phase: Project Name:Gentle Creek 8-inch Gravity Main 8" Pipe Concrete Pavement Repair Project Description:Vicinity Map An 8-inch gravity main originating near Frontier Parkway along Wilson Creek and connecting to an existing 10-inch interceptor. Project Drivers: This project will serve projected residential growth in this area, conveying flow to NTMWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Page 399 Item 18. 9 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,100 LF 250$ 1,525,000$ 2 500 LF 900$ 450,000$ 3 1,600 LF 100$ 160,000$ 2,135,000$ 30%640,500$ 2,775,500$ 15%416,400$ 3,191,900$ 3,191,900$ Town of Prosper Capital Improvement Cost Estimate June 27, 2025 Two 10-inch interceptors near the Cedar Ridge Estates and Whispering Farms neighborhoods. Project Drivers: This project will facilitate the conversion of existing septic systems to Town wastewater service. Opinion of Probable Construction Cost Construction Project Number:Phase: Project Name:Cedar Ridge Estates and Whispering Farms 10-inch Interceptors Project Description:Vicinity Map DESCRIPTION 10" Pipe 18" Boring and Casing Concrete Pavement Repair SUBTOTAL: Estimated Project Total: Construction Project Number:Phase: SUBTOTAL: CONTINGENCY SUBTOTAL: ENG/SURVEY Page 400 Item 18. Town of Prosper Capital Improvement Cost Estimate June 27, 2025 Construction Project Number:Phase:10 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 2,400 LF 375$ 900,000$ 2 2,200 LF 300$ 660,000$ 3 13,300 LF 250$ 3,325,000$ 4 700 LF 900$ 630,000$ 5 2,900 LF 100$ 290,000$ 5,805,000$ 30%1,741,500$ 7,546,500$ 15%1,132,000$ 8,678,500$ 8,678,500$ Construction Project Number:Phase: Project Name:Wilson Creek 10- to 15-inch Interceptors 15" Pipe 12" Pipe Project Description:Vicinity Map 10- to 15-inch interceptors in the north eastern portion of Prosper. This project also includes a separate 10-inch trunk line along Fair Oaks Lane. Project Drivers: This project will facilitate the conversion of existing septic systems to Town wastewater service. 10" Pipe 18" Boring and Casing Concrete Pavement Repair Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Page 401 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix F Roadway Project Cost Estimates Page 402 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ReferenceProjectLengthAddedThoroughfare PlanPct. inRoadway Project CostsTotal ProjectCIP No.RoadwayFromToStatus(mi)LanesDescriptionServ. AreaEngineeringROWConstructionSignalCost52801-Gee-aGee Rd0.187 mi N of US 380First StRecoup0.652Major Thoroughfare100%$136,800$0$1,812,600$0$1,949,4001-Gee-bGee Rd0.187 mi N of US 380First StNew0.652Major Thoroughfare100%$419,600$0$3,227,700$319,108$3,966,4081-Gee-cGee RdUS 3800.187 mi N of US 380New0.072Major Thoroughfare100%$46,100$0$354,600$35,058$435,7581-Gee-dGee RdFirst StFM 1385New0.974Major Thoroughfare100%$2,572,200$0$19,786,000$1,956,153$24,314,3531-Tel-aTeel PkwyUS 380871ft N of US 380Recoup0.172Major Thoroughfare100%$24,685$0$282,247$0$306,9321-Tel-cTeel PkwyFirst St314 ft S of First StRecoup0.052Major Thoroughfare100%$7,260$0$83,014$0$90,2741-Tel-bTeel Pkwy871ft N of US 380314 ft S of First StRecoup0.512Major Thoroughfare100%$74,055$0$846,740$0$920,7951-Tel-dTeel PkwyUS 380First StNew0.732Major Thoroughfare100%$469,900$0$3,614,600$357,359$4,441,8591-Tel-eTeel PkwyFirst St381 ft N of Roundtree DrNew0.562Major Thoroughfare100%$807,500$0$6,211,200$614,073$7,632,7731-Tel-fTeel Pkwy88 ft N of N Windsong Pkwy381 ft N of Roundtree DrRecoup0.362Major Thoroughfare100%$77,100$0$592,765$0$669,8651-Tel-gTeel Pkwy88 ft N of N Windsong PkwyProsper TrlNew0.302Major Thoroughfare100%$192,800$0$1,483,300$146,647$1,822,7471-Tel-hTeel PkwyFirst StParvin RdNew1.772Major Thoroughfare100%$731,100$0$5,623,500$555,970$6,910,5701-Tel-iTeel PkwyProsper TrlParvin RdNew1.232Major Thoroughfare100%$901,600$0$6,935,000$685,632$8,522,2321-Lgy-bLegacy DrScarletFirst StNew0.414Major Thoroughfare100%$1,415,100$0$10,885,600$1,076,210$13,376,9101-Lgy-aLegacy DrUS 380Scarlet DrRecoup0.604Major Thoroughfare100%$72,000$0$553,627$0$625,6271-Lgy-cLegacy DrUS 380First StNew1.002Major Thoroughfare100%$386,400$0$2,972,500$293,878$3,652,7781-Lgy-fLegacy DrProsper TrlParvin RdNew0.572Major Thoroughfare100%$419,400$0$3,225,900$318,930$3,964,2301-Lgy-gLegacy DrProsper TrlParvin RdNew0.572Major Thoroughfare100%$236,800$0$1,821,600$180,093$2,238,4931-Lgy-hLegacy DrParvin RdFrontier PkwyNew0.472Major Thoroughfare50%$173,000$0$1,330,700$131,560$1,635,2601-Lgy-iLegacy DrParvin RdFrontier PkwyNew0.472Major Thoroughfare50%$97,750$0$751,750$74,322$923,8221-Lgy-dLegacy DrFirst StProsper TrlNew1.092Major Thoroughfare100%$799,000$0$6,146,300$607,657$7,552,9571-Lgy-eLegacy DrFirst StProsper TrlNew1.092Major Thoroughfare100%$450,500$0$3,465,400$342,608$4,258,5081-Rd-aNew Road AUS 380First StNew1.012Commercial Collector100%$626,900$0$4,822,300$476,759$5,925,9591-Rd-cNew Road CNew Road BGreenwood Memorial DrNew0.313Commercial Collector100%$345,300$0$2,655,900$262,577$3,263,7771-Rd-bNew Road BProsper TrlFrontier PkwyNew1.012Commercial Collector100%$626,900$0$4,822,300$476,759$5,925,9591-Pvn-aParvin RdFM 13850.61 mi W of Legacy DriveNew2.842Major Thoroughfare50%$1,038,700$0$7,990,100$789,945$9,818,7451-Pvn-bParvin RdFM 13850.61 mi W of Legacy DriveNew2.842Major Thoroughfare50%$585,000$0$4,500,000$444,895$5,529,8951-FP-aFrontier PkwyLegacy DrDNTNew1.082Major Thoroughfare50%$506,900$0$3,899,400$385,516$4,791,8161-FP-bFrontier PkwyLegacy DrDNTNew1.082Major Thoroughfare50%$252,000$0$1,938,400$191,641$2,382,0411-FP-cFrontier PkwyDNTBNSF RRRecoup1.082Major Thoroughfare50%$0$0$1,833,000$0$1,833,0001-FP-dFrontier PkwyDNTBNSF RRNew1.082Major Thoroughfare50%$223,750$0$1,721,100$170,157$2,115,0071-MP-aMahard PkwyUS 380Prairie DrRecoup0.364Major Thoroughfare100%$69,400$0$533,528$0$602,9281-MP-bMahard PkwyPrairie Dr500 N of Prairie DrRecoup0.102Major Thoroughfare100%$0$0$594,948$0$594,9481-MP-cMahard PkwyPrairie Dr500 N of Prairie DrNew0.102Major Thoroughfare100%$76,300$0$586,700$58,004$721,0041-MP-dMahard Pkwy500 N of Prairie DrLovers LaneNew0.134Major Thoroughfare100%$139,100$0$1,070,200$105,806$1,315,1061-Saf-aSafety WayDNTMike HowardRecoup0.482Commercial Collector100%$187,300$0$1,440,959$0$1,628,2591-PT-aProsper TrlTeel Pkwy2550' E of Teel PkwyNew0.772Minor Thoroughfare100%$551,800$0$4,244,400$419,625$5,215,8251-PT-bProsper Trl1617' E of Teel Pkwy3149' E of Teel PkwyNew0.292Minor Thoroughfare100%$208,800$0$1,605,800$158,758$1,973,3581-PT-cProsper Trl3149' E of Teel PkwyLegacy DrNew0.302Minor Thoroughfare100%$198,000$0$1,522,800$150,552$1,871,3521-PT-dProsper TrlLegacy DrDNTNew1.092Minor Thoroughfare100%$595,200$0$4,578,100$452,616$5,625,9161-PT-eProsper TrlDNTBNSF RRRecoup0.882Minor Thoroughfare100%$0$0$1,148,752$0$1,148,7521-1st-aFirst StGee RdTeel PkwyRecoup1.192Minor Thoroughfare100%$140,000$0$2,726,000$0$2,866,0001-1st-bFirst StTeel PkwyStuber E.S.Recoup1.012Minor Thoroughfare100%$551,460$266,177$2,757,300$0$3,574,9371-1st-cFirst StStuber E.S.DNTNew1.412Minor Thoroughfare100%$1,008,900$0$7,761,000$767,295$9,537,1951-1st-dFirst StDNTBNSF RRNew0.682Minor Thoroughfare100%$486,400$0$3,741,700$369,925$4,598,0251-PD-aPrairie DrTeel Pkwy290 ft W of Waters Edge WayNew0.524Minor Thoroughfare100%$576,300$0$4,433,400$438,310$5,448,0101-PD-bPrairie Dr290 ft W of Waters Edge WayShawnee TrlRecoup1.644Minor Thoroughfare100%$0$0$4,523,471$0$4,523,4711-ST-aShawnee TrlPrairie DrLovers LaneRecoup0.224Minor Thoroughfare100%$0$0$2,000,000$0$2,000,0001-ST-cShawnee TrlStar Trace Pkwy982 ft N of Caruth DrRecoup1.092Minor Thoroughfare100%$458,600$0$3,527,839$0$3,986,4391-ST-bShawnee TrlLovers LaneStar Trace PkwyNew0.884Minor Thoroughfare100%$973,000$0$7,484,700$739,979$9,197,6791-ST-dShawnee TrlStar Trace Pkwy982 ft N of Caruth DrNew1.092Minor Thoroughfare100%$622,600$0$4,789,600$473,526$5,885,7261-ST-eShawnee Trl982 ft N of Caruth DrFrontier PkwyNew0.464Minor Thoroughfare100%$509,400$0$3,918,700$387,424$4,815,5241-LL-bLovers LaneDNTBNSF RRNew0.594Minor Thoroughfare100%$654,300$0$5,033,100$497,600$6,185,0001-LL-aLovers LaneMahard PkwyDNTNew0.724Minor Thoroughfare100%$796,900$0$6,130,300$606,075$7,533,2751-Mik-aMike HowardFirst St1,200 ft S of Prosper TrlRecoup0.762Commercial Collector100%$0$0$1,550,000$0$1,550,000 $23,519,860$266,177$193,892,439$16,519,006$234,197,483Page 403 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ReferenceProjectLengthAddedThoroughfare PlanPct. inRoadway Project CostsTotal ProjectCIP No.RoadwayFromToStatus(mi)LanesDescriptionServ. AreaEngineeringROWConstructionSignalCost52802-Ct-aCoit RdUS 380First StNew1.012Major Thoroughfare100%$417,872$0$3,214,400$317,793$3,950,0652-Ct-bCoit RdFirst StFrontier PkwyNew2.002Major Thoroughfare100%$1,436,214$0$11,047,800$1,092,246$13,576,2602-Ct-cCoit RdFirst StFrontier PkwyNew2.002Major Thoroughfare100%$824,577$0$6,342,900$627,094$7,794,5712-FP-aFrontier PkwyBNSF RRPreston RdRecoup1.012Major Thoroughfare50%$0$0$3,650,000$0$3,650,0002-FP-bFrontier PkwyBNSF RRPreston RdNew1.012Major Thoroughfare50%$332,287$0$2,556,050$252,705$3,141,0422-PT-aProsper TrlBNSF RRPreston RdRecoup1.112Minor Thoroughfare100%$175,310$0$1,348,535$0$1,523,8452-PT-cProsper Trl560' E of Preston RdCoit RdRecoup0.832Minor Thoroughfare100%$234,208$0$4,158,217$0$4,392,4252-PT-bProsper Trl560' E of Preston RdPreston RdRecoup0.182Minor Thoroughfare100%$50,792$0$901,782$0$952,5742-PT-dProsper Trl864' E of Coit RdCuster RdNew1.762Minor Thoroughfare100%$1,307,007$0$10,053,900$993,984$12,354,8912-1st-aFirst StBNSF RRN Coleman StNew0.372Minor Thoroughfare100%$263,874$0$2,029,800$200,677$2,494,3512-1st-bFirst StN Coleman StCraig StNew0.462Minor Thoroughfare100%$332,007$0$2,553,900$252,493$3,138,4002-1st-cFirst StCraig StCoit RdRecoup1.512Minor Thoroughfare100%$0$0$2,589,861$0$2,589,8612-1st-dFirst StCoit RdCuster RdRecoup2.062Minor Thoroughfare100%$1,778,640$649,800$8,893,200$0$11,321,6402-RB-aRichland BlvdColemanLovers LaneRecoup0.564Minor Thoroughfare100%$551,675$0$4,243,652$0$4,795,3272-RB-bRichland BlvdLovers Lane287' W of La CimaNew0.374Minor Thoroughfare100%$410,878$0$3,160,600$312,474$3,883,9522-RB-cRichland Blvd287' W of La Cima160' E of La CimaRecoup0.414Minor Thoroughfare100%$268,177$385,773$1,340,886$0$1,994,8362-RB-dRichland Blvd160' E of La CimaProsper CommonsNew0.454Minor Thoroughfare100%$498,147$0$3,831,900$378,843$4,708,8902-Col-aColeman StRichland BlvdLovers LaneRecoup0.272Minor Thoroughfare100%$265,986$0$2,046,046$0$2,312,0322-Col-bColeman StLovers LaneFirst StNew0.382Minor Thoroughfare100%$242,437$0$1,864,900$184,374$2,291,7112-Col-cColeman StGorgeous RdProsper TrlNew0.502Minor Thoroughfare100%$318,084$0$2,446,800$241,904$3,006,7882-Col-dColeman StProsper TrlTalonNew0.612Minor Thoroughfare100%$387,933$0$2,984,100$295,025$3,667,0582-Col-eColeman StTalonVictory WayRecoup0.462Minor Thoroughfare100%$0$0$500,000$0$500,0002-Col-fColeman StVictory WayPreston RdRecoup0.514Minor Thoroughfare100%$0$0$311,830$0$311,8302-LL-bLovers LaneGateway DrUS 380Recoup1.124Minor Thoroughfare100%$1,103,349$0$8,487,303$0$9,590,6522-LL-aLovers LaneBNSF RRGateway DrNew0.294Minor Thoroughfare100%$322,270$0$2,479,000$245,088$3,046,3582-Vty-aVictory WayColeman StFrontier PkwyRecoup0.362Minor Thoroughfare100%$299,860$338,400$1,499,300$0$2,137,5602-Vty-bVictory WayColeman StFrontier PkwyNew0.362Minor Thoroughfare100%$229,203$0$1,763,100$174,310$2,166,6132-Mck-aMcKinley StGorgeous RdW 5th StRecoup0.222Old Town District100%$69,433$0$1,700,406$0$1,769,8392-Mck-bMcKinley StGorgeous RdColeman StNew0.182Old Town District100%$165,230$0$1,271,000$125,658$1,561,8882-Crg-aCraig RdPreston RdWest Broadway StNew0.422Commercial Couplet100%$302,666$0$2,328,200$230,179$2,861,0452-WB-aWest Broadway StCraigPreston RdNew0.212Old Town District100%$151,749$0$1,167,300$115,406$1,434,45512,739,8641,373,973102,766,6686,040,252$122,920,757Page 404 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 405 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 406 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 407 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 408 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 409 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 410 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 411 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 412 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 413 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 414 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 415 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 416 Item 18. 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Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 441 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 442 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 443 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 444 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 445 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 446 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 447 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 448 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 449 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 450 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 451 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 452 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 453 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 454 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 455 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 456 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 457 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 458 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Page 459 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix G CIP Service Units of Supply Page 460 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ReferenceProjectLengthAddedThoroughfare PlanLanePct. inPeak Hour VolumeVMT SupplyVMT DemandExcessCIP VMTCIP No.RoadwayFromToStatus(mi)LanesDescriptionCapacityServ. AreaABTotalPk Hr TotalPk Hr TotalVMT CapacityDeficiency52801-Gee-aGee Rd0.187 mi N of US 380First StRecoup0.652Major Thoroughfare700100%460637109791071319701-Gee-bGee Rd0.187 mi N of US 380First StNew0.652Major Thoroughfare700100%000910091001-Gee-cGee RdUS 3800.187 mi N of US 380New0.072Major Thoroughfare700100%0009809801-Gee-dGee RdFirst StFM 1385New0.974Major Thoroughfare700100%00027160271601-Tel-aTeel PkwyUS 380871ft N of US 380Recoup0.172Major Thoroughfare700100%70039710972381865201-Tel-cTeel PkwyFirst St314 ft S of First StRecoup0.052Major Thoroughfare700100%640397103770521801-Tel-bTeel Pkwy871ft N of US 380314 ft S of First StRecoup0.512Major Thoroughfare700100%660397105771453917501-Tel-dTeel PkwyUS 380First StNew0.732Major Thoroughfare700100%00010220102201-Tel-eTeel PkwyFirst St381 ft N of Roundtree DrNew0.562Major Thoroughfare700100%000784078401-Tel-fTeel Pkwy88 ft N of N Windsong Pkwy381 ft N of Roundtree DrRecoup0.362Major Thoroughfare700100%27910138050413736701-Tel-gTeel Pkwy88 ft N of N Windsong PkwyProsper TrlNew0.302Major Thoroughfare700100%000420042001-Tel-hTeel PkwyFirst StParvin RdNew1.772Major Thoroughfare700100%00024780247801-Tel-iTeel PkwyProsper TrlParvin RdNew1.232Major Thoroughfare700100%00017220172201-Lgy-bLegacy DrScarletFirst StNew0.414Major Thoroughfare700100%00011480114801-Lgy-aLegacy DrUS 380Scarlet DrRecoup0.604Major Thoroughfare700100%2502505001680300138001-Lgy-cLegacy DrUS 380First StNew1.002Major Thoroughfare700100%00014000140001-Lgy-fLegacy DrProsper TrlParvin RdNew0.572Major Thoroughfare700100%000798079801-Lgy-gLegacy DrProsper TrlParvin RdNew0.572Major Thoroughfare700100%000798079801-Lgy-hLegacy DrParvin RdFrontier PkwyNew0.472Major Thoroughfare70050%000329032901-Lgy-iLegacy DrParvin RdFrontier PkwyNew0.472Major Thoroughfare70050%000329032901-Lgy-dLegacy DrFirst StProsper TrlNew1.092Major Thoroughfare700100%00015260152601-Lgy-eLegacy DrFirst StProsper TrlNew1.092Major Thoroughfare700100%00015260152601-Rd-aNew Road AUS 380First StNew1.012Commercial Collector450100%000909090901-Rd-cNew Road CNew Road BGreenwood Memorial DrNew0.313Commercial Collector500100%000310031001-Rd-bNew Road BProsper TrlFrontier PkwyNew1.012Commercial Collector450100%000909090901-Pvn-aParvin RdFM 13850.61 mi W of Legacy DriveNew2.842Major Thoroughfare70050%00019880198801-Pvn-bParvin RdFM 13850.61 mi W of Legacy DriveNew2.842Major Thoroughfare70050%00019880198801-FP-aFrontier PkwyLegacy DrDNTNew1.082Major Thoroughfare70050%000756075601-FP-bFrontier PkwyLegacy DrDNTNew1.082Major Thoroughfare70050%000756075601-FP-cFrontier PkwyDNTBNSF RRRecoup1.082Major Thoroughfare70050%384038475641534101-FP-dFrontier PkwyDNTBNSF RRNew1.082Major Thoroughfare70050%000756075601-MP-aMahard PkwyUS 380Prairie DrRecoup0.364Major Thoroughfare650100%38439177593627965701-MP-bMahard PkwyPrairie Dr500 N of Prairie DrRecoup0.102Major Thoroughfare650100%384391775130785301-MP-cMahard PkwyPrairie Dr500 N of Prairie DrNew0.102Major Thoroughfare650100%000130013001-MP-dMahard Pkwy500 N of Prairie DrLovers LaneNew0.134Major Thoroughfare650100%000338033801-Saf-aSafety WayDNTMike HowardRecoup0.482Commercial Collector450100%20025045043221621601-PT-aProsper TrlTeel Pkwy2550' E of Teel PkwyNew0.772Minor Thoroughfare650100%00010010100101-PT-bProsper Trl1617' E of Teel Pkwy3149' E of Teel PkwyNew0.292Minor Thoroughfare650100%000377037701-PT-cProsper Trl3149' E of Teel PkwyLegacy DrNew0.302Minor Thoroughfare650100%000390039001-PT-dProsper TrlLegacy DrDNTNew1.092Minor Thoroughfare650100%00014170141701-PT-eProsper TrlDNTBNSF RRRecoup0.882Minor Thoroughfare650100%344358702114461852601-1st-aFirst StGee RdTeel PkwyRecoup1.192Minor Thoroughfare650100%163582745154788766001-1st-bFirst StTeel PkwyStuber E.S.Recoup1.012Minor Thoroughfare650100%157157313131331799601-1st-cFirst StStuber E.S.DNTNew1.412Minor Thoroughfare650100%00018330183301-1st-dFirst StDNTBNSF RRNew0.682Minor Thoroughfare650100%000884088401-PD-aPrairie DrTeel Pkwy290 ft W of Waters Edge WayNew0.524Minor Thoroughfare650100%00013520135201-PD-bPrairie Dr290 ft W of Waters Edge WayShawnee TrlRecoup1.644Minor Thoroughfare650100%42542585042641394287001-ST-aShawnee TrlPrairie DrLovers LaneRecoup0.224Minor Thoroughfare650100%2525505721156101-ST-cShawnee TrlStar Trace Pkwy982 ft N of Caruth DrRecoup1.092Minor Thoroughfare650100%202040141744137301-ST-bShawnee TrlLovers LaneStar Trace PkwyNew0.884Minor Thoroughfare650100%00022880228801-ST-dShawnee TrlStar Trace Pkwy982 ft N of Caruth DrNew1.092Minor Thoroughfare650100%00014170141701-ST-eShawnee Trl982 ft N of Caruth DrFrontier PkwyNew0.464Minor Thoroughfare650100%00011960119601-LL-bLovers LaneDNTBNSF RRNew0.594Minor Thoroughfare650100%00015340153401-LL-aLovers LaneMahard PkwyDNTNew0.724Minor Thoroughfare650100%00018720187201-Mik-aMike HowardFirst St1,200 ft S of Prosper TrlRecoup0.762Commercial Collector450100%1001502506841904940 10,50359,7166,37453,3420Page 461 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ReferenceProjectLengthAddedThoroughfare PlanLanePct. inPeak Hour VolumeVMT SupplyVMT DemandExcessCIP VMTCIP No.RoadwayFromToStatus(mi)LanesDescriptionCapacityServ. AreaABTotalPk Hr TotalPk Hr TotalVMT CapacityDeficiency52802-Ct-aCoit RdUS 380First StNew1.012Major Thoroughfare700100%00014140141402-Ct-bCoit RdFirst StFrontier PkwyNew2.002Major Thoroughfare700100%00028000280002-Ct-cCoit RdFirst StFrontier PkwyNew2.002Major Thoroughfare700100%00028000280002-FP-aFrontier PkwyBNSF RRPreston RdRecoup1.012Major Thoroughfare70050%475047570748022702-FP-bFrontier PkwyBNSF RRPreston RdNew1.012Major Thoroughfare70050%000707070702-PT-aProsper TrlBNSF RRPreston RdRecoup1.112Minor Thoroughfare650100%6235881211144313459802-PT-cProsper Trl560' E of Preston RdCoit RdRecoup0.832Minor Thoroughfare650100%5505861135107994213702-PT-bProsper Trl560' E of Preston RdPreston RdRecoup0.182Minor Thoroughfare650100%55058611352342043002-PT-dProsper Trl864' E of Coit RdCuster RdNew1.762Minor Thoroughfare650100%00022880228802-1st-aFirst StBNSF RRN Coleman StNew0.372Minor Thoroughfare650100%000481048102-1st-bFirst StN Coleman StCraig StNew0.462Minor Thoroughfare525100%000483048302-1st-cFirst StCraig StCoit RdRecoup1.512Minor Thoroughfare650100%1461532991963452151102-1st-dFirst StCoit RdCuster RdRecoup2.062Minor Thoroughfare650100%1811172982678614206402-RB-aRichland BlvdColemanLovers LaneRecoup0.564Minor Thoroughfare650100%2502505001456280117602-RB-bRichland BlvdLovers Lane287' W of La CimaNew0.374Minor Thoroughfare650100%000962096202-RB-cRichland Blvd287' W of La Cima160' E of La CimaRecoup0.414Minor Thoroughfare650100%252550106621104602-RB-dRichland Blvd160' E of La CimaProsper CommonsNew0.454Minor Thoroughfare650100%00011700117002-Col-aColeman StRichland BlvdLovers LaneRecoup0.272Minor Thoroughfare650100%25832658435115819302-Col-bColeman StLovers LaneFirst StNew0.382Minor Thoroughfare650100%000494049402-Col-cColeman StGorgeous RdProsper TrlNew0.502Minor Thoroughfare650100%000650065002-Col-dColeman StProsper TrlTalonNew0.612Minor Thoroughfare650100%000793079302-Col-eColeman StTalonVictory WayRecoup0.462Minor Thoroughfare650100%28740268959831728102-Col-fColeman StVictory WayPreston RdRecoup0.514Minor Thoroughfare650100%287402689132635197502-LL-bLovers LaneGateway DrUS 380Recoup1.124Minor Thoroughfare650100%2874026892912772214002-LL-aLovers LaneBNSF RRGateway DrNew0.294Minor Thoroughfare650100%000754075402-Vty-aVictory WayColeman StFrontier PkwyRecoup0.362Minor Thoroughfare650100%45045090046832414402-Vty-bVictory WayColeman StFrontier PkwyNew0.362Minor Thoroughfare650100%000468046802-Mck-aMcKinley StGorgeous RdW 5th StRecoup0.222Old Town District500100%195195390110862402-Mck-bMcKinley StGorgeous RdColeman StNew0.182Old Town District500100%0009009002-Crg-aCraig RdPreston RdWest Broadway StNew0.422Commercial Couplet500100%000210021002-WB-aWest Broadway StCraigPreston RdNew0.212Old Town District500100%000105010509,04633,0606,34526,7150Page 462 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix H Existing Roadway Facilities Inventory Page 463 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ServSharedLengthNo. ofLanePct. inVMT SupplyVMT SupplyVMT SupplyVMT DemandTotal VMTTotal VMTAreaSvc AreaRoadwayFromTo(mi)LanesTypeCapacityServ. AreaABTotalA Dir Pk DirB Dir Pk DirPk Hr TotalPk Hr TotalExcess CapacityDeficiency52801xUS 380FM 1385Gee Road1.015SRA92550%016191619018691869163523401xUS 380Gee RoadLegacy Drive2.045SRA92550%016191619037743774330147201xUS 380Legacy DriveDallas Parkway1.455SRA92550%016191619026832683234733601xUS 380Dallas ParkwayRailroad0.456SRA92550%01619161901249124972852001FM 1385US 380Parvin Road2.2922UC45050%91809181028010282098010691Parvin RoadFM 1385E of Teel Pkwy2.6522UC45050%43043119301193114107901Frontier ParkwayLegacy DriveDallas Parkway1.0822UC45050%2870287487048731017701Frontier ParkwayDallas ParkwayRailroad1.0944DA65050%384038414160141641899801Legacy DriveFrontier ParkwayFishtrap Road2.1422UC450100%85581439659651930307162301Fishtrap RoadFM 1385Legacy Drive3.4122UC450100%1631823451534153430681176189201First StreetLegacy DriveDallas Parkway1.1722UC450100%66081514755275271053172606731First StreetDallas ParkwayRailroad0.6422UC450100%2694269453892882885763450028741Prosper TrailTeel PkwyDallas Parkway2.4122UR150100%273273547362362723131805951Prosper TrailDallas ParkwayRailroad0.7644DA650100%1718179135099909901980267106921Gee RoadUS 380Fishtrap Road0.7722UC450100%460637109734434468983901511Teel PkwyUS 380Prosper Trail1.9822UC450100%7093971106891891178121891055131Dallas ParkwayFrontier ParkwayProsper Trail0.9822UA700100%0275275068668627041601Dallas ParkwayProsper TrailFirst Street1.0122UA700100%063663607077076426501Dallas ParkwayFirst StreetUS 3801.0222UA700100%06326320714714644700Sub-Total10,02417,58027,60426,1837,9866,5662xUS 380RailroadPreston Road0.576SRA92550%017621762015871587100857902xUS 380Preston RoadLa Cima Boulevard1.036SRA92550%0176217620285928591815104402xUS 380La Cima BoulevardCoit Road0.966SRA92550%017621762026652665169297302xUS 380Coit RoadCuster Road2.016SRA92550%0176217620558755873547204002First StreetRailroadColeman Street0.3722UC450100%454429883167167333327812First StreetColeman StreetCraig Road0.4622UC450100%3693196872082084153179802First StreetCraig RoadCoit Road1.5144DA650100%4694689371961196139221414250802First StreetCoit RoadCuster Road2.0544DA650100%181117298266626665333611472202Prosper TrailRailroadColeman Street0.1344DA650100%3693897581701703409924102Prosper TrailColeman StreetPreston Road0.9744DA650100%65761012671261126125211228129302Prosper TrailPreston RoadCoit Road1.0244DA650100%55058611351330133026591161149802Prosper TrailCoit Road4000' W of Custer Rd1.2622UA700100%5364309668798791758121354502xProsper Trail4000' W of Custer Rd2650' W of Custer Rd0.2622UA70050%536053617901791374202xProsper Trail2190' W of Custer Rd1915' W of Custer Rd0.0522UA70050%53605363603628902Prosper Trail1915' W of Custer RdCuster Road0.3622UA700100%53643096625425450835015702xFrontier ParkwayRailroadPreston Road0.8644DA65050%439043911200112037974202xFrontier ParkwayPreston RoadCoit Road0.9922UA70050%69606966920692688402xFrontier ParkwayCoit Road6495' E of Coit1.2322UA70050%4640464861086157129002xFrontier Parkway4170' W of CusterCuster Road0.5222UA70050%4640464367036724312402Preston RoadFrontier ParkwayProsper Trail1.0066DA700100%187119053776209820984196377242402Preston RoadProsper TrailFirst Street1.0666DA700100%237524914866222322234447515207052Preston RoadFirst StreetUS 3801.1966DA700100%2062224343052504250450075133461712Coleman StreetPreston RoadProsper Trail2.5622UA700100%2874026891794179435891766182302Coleman StreetProsper TrailFirst Street0.9822UA700100%386393779686686137276460902Coleman StreetFirst StreetRichland Blvd0.6522UA700100%25832658445445490937953002La Cima BoulevardFirst StreetUS 3801.3144DA650100%200210410170917093417539287802Hays RoadPreston RoadFirst Street0.8822UC450100%808016039639679314165202Coit RoadFrontier ParkwayProsper Trail1.0022UA700100%1331332667027021404267113702Coit RoadProsper TrailFirst Street1.0122UA700100%77764114187067061412143060782Coit RoadFirst StreetUS 3801.0144DA650100%8618391701131013102620171490602xCuster Road2710' S of Frontier PkwyProsper Trail0.4944DA65050%0404404064164119944202xCuster RoadProsper TrailFirst Street0.7644DA65050%0545545098798741457402xCuster RoadFirst StreetUS 3801.2444DA65050%096596501615161511994160Sub-Total26,73339,41966,15239,69627,411956Peak Hour VolumePage 464 Item 18. Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix I Impact Fee Ordinance Page 465 Item 18. July 22, 2025 TO: The Prosper Town Mayor and Town Council FROM: Brandon Daniel, Chair, Capital Improvements Advisory Committee (CIAC) SUBJECT: CIAC Comment to Impact Fee Program Update for Water, Wastewater, and Roads and Collection Rates In accordance with Texas Local Government Code, the Prosper Capital Improvements Advisory Committee (CIAC), which consists of members of the Planning and Zoning Commission and an Ad- Hoc member from the Town has been conducting meetings with Town Staff and the Town’s consultants for the update of the Water, Wastewater, and Roadway Impact Fee program. Over the course of study, the CIAC has received information regarding Land Use Assumptions (2023- 2033), Capital Improvement Plans for each infrastructure component and associated costs, and the resultant cost per service unit calculations for determining impact fees. After review and comment of the information, the CIAC recommends the following: • Approval of Land Use Assumptions and associated population and employment growth forecasts over the ten-year planning period (2023-2033), • Approval of the impact fee Capital Improvement Plans for water, wastewater, and roads, • Approval of the calculated credited maximum cost per service unit, as defined below. • Water: $5,969 (base meter size) • Wastewater: $8,421 (base meter size) • Road Service Area 1 (West of the BNSF Railroad): $1,347 per vehicle-mile • Rodway Service Area 2 (East of the BNSF Railroad): $1,397 per vehicle-mile The CIAC believes that collecting the maximum allowable collection rate would benefit the Town in the development and implementation of specific capital improvements over the long-term of the Town, while maintaining the character and quality of life expected by our residents. The CIAC further recommends that new development should pay their full share of infrastructure cost and that no discounts be given to any future development (land use types) coming to Prosper. The CIAC came to these conclusions after deliberation that considered the cost of needed infrastructure to address continued growth of the Town, cost impacts to Prosper residents, and that a fair share to shoulder infrastructure necessitated by growth should be borne by new development. Even with this impact fee program update, Prosper taxpayers will be contributing at least 50% of the cost of future infrastructure. Page 466 Item 18. As a funding mechanism for the Town, the CIAC recommends that the Town Council consider approval of the Impact Fee Program update, and the policy/collection considerations as defined above. Respectfully, Brandon Daniel Chair, Capital Improvements Advisory Committee Prosper Capital Improvements Advisory Committee Place 1: Sekou Harris Place 2: John Hamilton Place 3: Matt Furay Place 4: Josh Carson, Secretary Place 5: Glen Blanscet Place 6: Damon Jackson, Vice-Chair Place 7: Brandon Daniel, Chair Ad Hoc Member: Tanner Andregg Page 467 Item 18. August 12, 2025 Roadway, Water & Wastewater Impact Fee Update Public Hearing 1 Page 468 Item 18. PRESENTATION OVERVIEW Impact Fee Process & Land Use Assumptions W/WW Impact Fee Analysis Roadway Impact Fee Analysis 2 Comparison with Other Cities4 5 CIAC Involvement and Recommendation Page 469 Item 18. IMPACT FEE BASICS •A one-time charge against new development to pay for all or a portion of costs associated with new or expanded infrastructure needed to serve growth •Mechanism to recoup funding for the infrastructure necessary to accommodate new development •Developed based on requirements in Chapter 395 of the Texas Local Government Code •Limited to water, wastewater, roadway, and drainage infrastructure An impact fee is… 3 Page 470 Item 18. IMPACT FEE BASICS Items can be paid for through impact fees: •Construction of capital improvements on Impact Fee CIP •Existing infrastructure with excess capacity to serve growth •Engineering and surveying fees •Land acquisition costs •Debt service on impact fee CIP projects Items cannot be paid for through impact fees: •Capital improvements not identified in the Impact Fee CIP •Operations and maintenance costs •Improvements to remedy existing deficiencies •Administrative costs to manage the IF program •Debt service on ineligible items 4 Page 471 Item 18. IMPACT FEE PROCESS •Determine existing customer base •Estimate residential and non-residential growth over next 10-years •Develop water demand and wastewater flow projections Develop Land Use Assumptions •Utilize Land Use Assumptions to determine required system improvements to serve 10-year growth Update Capital Improvement Plans •Determine 10-year capacity utilization for projects •Establish growth in Service Unit Equivalents (SUEs) •Calculate maximum allowable impact fee Conduct Impact Fee Calculations •Three CIAC meetings •One Town Council PresentationStakeholder Meetings •One presentation to Town Council •Public Hearing requires 30-day public notice Public Hearing and Adoption of Ordinance 5 Page 472 Item 18. SERVICE AREAS 6 •W/WW service area is the town limits plus ETJ •Roadway service area is the town limits Page 473 Item 18. DEVELOPED NON-RESIDENTIAL ACREAGE BY PLANNING AREA 7 Year Acres Average Annual Growth in Acres 2023 1,492 - 2028 2,324 166 2033 3,640 263 Buildout 4,829 - Page 474 Item 18. POPULATION BY PLANNING AREA 8 Year Population Population Growth Growth Rate 2014 14,710 -- 2015 15,970 1260 8.6% 2016 17,790 1820 11.4% 2017 20,160 2,370 13.3% 2018 22,650 2,490 12.4% 2019 25,630 2,980 13.2% 2020 30,165 4,535 17.7% 2021 31,090 925 3.1% 2022 35,410 4,320 13.9% 2023 38,843 3,433 9.7% Average --11.5% Year Population Average Annual Population Growth Average Annual Growth Rate 2023 38,843 -- 2028 53,393 2,910 7% 2033 64,437 2,209 4% Page 475 Item 18. PRESENTATION OVERVIEW Impact Fee Process & Land Use Assumptions W/WW Impact Fee Analysis Roadway Impact Fee Analysis 9 Comparison with Other Cities4 5 CIAC Involvement and Recommendation Page 476 Item 18. WATER IMPACT FEE CAPITAL IMPROVEMENTS PLAN 10 Page 477 Item 18. WASTEWATER IMPACT FEE CAPITAL IMPROVEMENTS PLAN 11 Page 478 Item 18. IMPACT FEE CALCULATION •Impact Fees Calculated by Dividing Eligible CIP/Growth in Service Units •Credit of 50% for the portion of ad-valorem taxes generated by CIP improvements •Fee collected can be less than maximum 12 Page 479 Item 18. WATER AND WASTEWATER SERVICE UNITS •1” meter is the standard service unit for water and wastewater •Dependent on meter type •Larger meters converted using equivalency table Based on proportion of flow to the standard service unit SUE = Service Unit Equivalent 13 1” Meter 1.5” Displacement Meter SUE = 1.5” Meter Capacity 1” Meter Capacity = 2 Page 480 Item 18. WATER AND WASTEWATER IMPACT FEE CALCULATIONS 14 •Current Impact Fee = $6,643 (adopted max allowable) •2025 Maximum Allowable Impact Fee = $14,390 Water Wastewater 10-Year Capital Improvement Costs $102,611,265 $144,769,681 Financing Cost $34,131,730 $48,154,943 Total Eligible Costs $136,742,995 $192,924,624 10-year Projected Growth in Service Units 11,454 11,454 Maximum Impact Fee per Service Unit without Credit $11,938 $16,843 Impact Fee Credit per Service Unit $5,969 $8,421 Maximum Allowable Impact Fee per Service Unit with Credit $5,969 $8,421 Current Impact Fee $3,821 $2,822 Page 481 Item 18. PRESENTATION OVERVIEW Impact Fee Process & Land Use Assumptions W/WW Impact Fee Analysis Roadway Impact Fee Analysis 15 Comparison with Other Cities4 5 CIAC Involvement and Recommendation Page 482 Item 18. ROADWAY IMPACT FEE CAPITAL IMPROVEMENTS PLAN (IFCIP) •Based on official plan of Town •2022 Thoroughfare Plan •All Arterial or Collectors streets •Enables system flexibility •State facilities eligible (Town costs only) 16 Page 483 Item 18. PROJECTED SERVICE UNITS Service Area Residential Growth (veh-mi) Basic Emp. Growth (veh-mi) Service Emp. Growth (veh-mi) Retail Emp. Growth (veh-mi) Total Growth (veh-mi) 1 37,043 3,701 34,150 4,253 79,146 2 15,602 1,911 18,567 2,077 38,157 Total 52,644 5,612 52,717 6,329 117,302 17 •Roadway: 10-year VMT •Land Use Assumptions Projected Ten-Year Growth Page 484 Item 18. PROPOSED ROADWAY IFCIP Service Area Project Cost 1 $234,240,608 2 $122,944,632 Total $357,185,239 Page 485 Item 18. ROADWAY IMPACT FEE CALCULATIONS 19 Service Area 1 Service Area 2 Net Capacity Supplied by CIP (vehicle miles)59,716 33,060 Total Project Cost of CIP $234,240,608 $122,944,632 Cost of Net Capacity Supplied $183,483,058 $95,794,114 Projected 10-year Demand (vehicle miles)79,146 38,157 Percent of CIP Attributable to New Dev.100%100% Cost of CIP and Financing Attributable to New Development $213,316,102 $106,644,971 Pre-Credit Maximum Fee per Service Unit ($ per vehicle-mile)$2,668 $2,794 Maximum Assessable Fee per Service Unit (50%) ($ per vehicle-mile)$1,347 $1,397 Page 486 Item 18. COST PER SERVICE UNIT COMPARISON *Current Collection Rate discounts specific land uses including, •Land uses discounted to 25% of max •Hotels •Day Care •All Office uses •Non-Fast Food Restaurant •Discount Store •Land uses discounted to 40% of max •Single Family Residential ** Collection rate replaced with 2016 rates. •Home Improvement Superstore •Shopping Center •Supermarket •Toy Superstore •Department Store 20 Service Area 2011 2016 2025 Credited Cost / SU Collection Rate Credited Cost / SU Collection Rate Credited Cost / SU Collection Rate 1 $856 $856**$1,258 $1,258*$1,347 ?? 2 $615 $615**$940 $940*$1,397 ?? ROADWAY COST PER SERVICE UNIT COMPARISON Page 487 Item 18. PRESENTATION OVERVIEW Impact Fee Process & Land Use Assumptions W/WW Impact Fee Analysis Roadway Impact Fee Analysis 21 Comparison with Other Cities4 5 CIAC Involvement and Recommendation Page 488 Item 18. SINGLE FAMILY BENCHMARKING 22 Prosper 2017 Prosper 2025 Roadway: 1 Dwelling Unit Water Meters: 1" Service Wastewater Meters: 1" Service Page 489 Item 18. RESTAURANT DRIVE-THRU BENCHMARKING 23 Prosper 2017Prosper 2025 Page 490 Item 18. GROCERY STORE BENCHMARKING 24 Prosper 2025 Prosper 2017 Roadway: 132,000 SF Water Meters: 2" Service +1" Service + (2) 1.5" Irrigation Wastewater Meters: 2" Service +1" Service Page 491 Item 18. SIT-DOWN RESTAURANT BENCHMARKING 25 Roadway: 8,000 SF Water Meters: 2" Service + 1.5" Irrigation Wastewater Meters: 2" Service Prosper 2025 Prosper 2017 Page 492 Item 18. MEDICAL OFFICE BENCHMARKING 26 Page 493 Item 18. PRESENTATION OVERVIEW Impact Fee Process & Land Use Assumptions W/WW Impact Fee Analysis Roadway Impact Fee Analysis 27 Comparison with Other Cities4 5 CIAC Involvement and Recommendation Page 494 Item 18. CIAC INVOLVEMENT 28 •Advisory Committee Members •Planning and Zoning Commission •ETJ Resident •Met with Consultants and Town Staff in April 2024, October 2024, and June 2025 to discuss Land Use Assumptions, Capital Improvement Plans and Impact Fee Calculations Capital Improvement s Advisory Committee Town Staff & Consultant Town Council Page 495 Item 18. CIAC RECOMMENDATION 29 •June 30th, by a unanimous vote, the CIAC made the following actions: •Accepted the land use assumptions, capital improvements plan, and impact fee calculations as outlined in the draft impact fee study •Recommended the Town Council set the water, wastewater, and roadway impact fees at the maximum allowable fee per the impact fee study Page 496 Item 18. QUESTIONS & DISCUSSION CONTACT INFORMATION: Eddie Haas, AICP| eh@freese.com | 214.217.2321 30 Page 497 Item 18. Page 1 of 7 To: Mayor and Town Council From: David Hoover, AICP, Director of Development Services Through: Mario Canizares, Town Manager Chuck Ewings, Assistant Town Manager Re: Planned Development for First Legacy Shopping Center Town Council Meeting – August 12, 2025 Strategic Visioning Priority: 3. Commercial Corridors are ready for Development Agenda Item: Conduct a Public Hearing and consider and act upon a request to rezone 18.7± acres from Planned Development-14 (Retail) to Planned Development-Retail on Netherly Survey, Abstract 962, Tract 7, located on the northwest corner of Legacy Drive and First Street. (ZONE-25-0004) Future Land Use Plan: The Future Land Use Plan recommends Retail & Neighborhood Services.  The Retail & Neighborhood Services District recommends retail establishments that provide merchandise for retail sales, banks, neighborhood offices, and small medical offices. PLANNING Page 498 Item 19. Page 2 of 7 Zoning: The property is zoned Planned Development-14. Thoroughfare Plan: This property has direct access to Legacy Drive and First Street. Parks Master Plan: The Parks Master Plan does not indicate that a park is needed on the subject property. Hike & Bike Trail: The Hike & Bike Trail Master Plan recommends a ten-foot hike and bike trail along Legacy Drive. Budget Impact: There is no budgetary impact affiliated with this item. Legal Obligations and Review: Notification was provided as required by the Zoning Ordinance and state law. Staff has not received any response to the proposed zoning request to date. Attached Documents: 1. Aerial & Zoning Maps 2. Future Land Use Exhibit 3. Exhibit A-1 – Written Metes and Bounds 4. Exhibit A-2 – Boundary Exhibit 5. Exhibit B – Letter of Intent 6. Exhibit C – Development Standards 7. Exhibit D – Conceptual Plan 8. Exhibit E – Development Schedule 9. Exhibit F – Elevations 10. Exhibit G – Landscape Plan 11. Draft Development Agreement 12. Letter from Applicant 13. PowerPoint Slides Description of Agenda Item: The purpose of this request is to rezone the property from Planned Development-14 to a Planned Development with a base zoning of Retail, specifically to allow for a convenience store with gas pumps on the intersection of a major and minor thoroughfare. The Town’s Zoning Ordinance only allows for this use on the intersection of two major thoroughfares. Per the Town’s Throughfare Plan, First Street is classified as a minor thoroughfare. Consequently, this classification of First Street as a minor thoroughfare makes a convenience store with gas pumps non permissible at this location even though it is listed as a permitted use in Planned Development-14. The applicant is requesting to rezone the property into a new Planned Development that allows for a convenience store with gas pumps to be located on an intersection of a major and minor thoroughfare. The proposed zoning request eliminates a multitude of undesirable uses from an outdated Planned Development, adds the stipulation of a Specific Use Permit for multiple uses that were previously permitted by right, and allows for a development agreement that ensures the building materials that will be used to construct the proposed development. Page 499 Item 19. Page 3 of 7 Compatibility: This zoning change would not be out of character with the existing area due to compatibility with the surrounding properties. All surrounding properties have the same Future Land Use designation of Medium Density Residential. Additionally, the Future Land Use Plan recommends commercial uses on the hard corner of Legacy Drive and Frontier Parkway as proposed in the zoning request. The zoning and land use of the surrounding properties are as follows: Zoning Current Land Use Future Land Use Plan Subject Property Planned Development-14 (Retail) Vacant Retail & Neighborhood Services North Planned Development-66 (Single Family-10) Single-Family Residential (Star Trail) High Density Residential East Planned Development-66 (Single Family-10) Single-Family Residential (Star Trail) Medium Density Residential South Planned Development-65 (Single-Family) Vacant Parks West Planned Development-66 (Single Family-10) Single-Family Residential (Star Trail) Medium Density Residential District Regulations: The district regulations within the Planned Development compared to the regulations in the previously approved Planned Development (PD-14) are shown below. Previous Regulations (Planned Development-14) Proposed Regulations (Development Standards) Size of Yards Front: 25’ Side: 0’ 12’ (Vehicular Access Req.) 24’ (Fire Lane Access Req.) 50’ (Adj. to Residential) Rear: 0’ 12’ (Vehicular Access Req.) 24’ (Fire Lane Access Req.) 50’ (Adj. to Residential) Front: 30’ Side: 15’ 30’ (One-Story Adj. to Res.) 60’ (Two-Story Adj. to Res.) Rear: 15’ 30’ (One-Story Adj. to Res.) 60’ (Two-Story Adj. to Res.) Size of Lots Minimum Area: 10,000 SF Minimum Lot Width: 50’ Minimum Lot Depth: 90’ Minimum Area: 10,000 SF Minimum Lot Width: 50’ Minimum Lot Depth: 100’ Page 500 Item 19. Page 4 of 7 Maximum Height Stories: Two Stories or 40’ Stories: Two Stories or 40’ Maximum Lot Coverage Lot Coverage: 40 Percent Lot Coverage: 40 Percent Floor Area Ratio Maximum: 0.4:1 Ratio: 0.4:1 Uses: The list of permitted uses within this Planned Development is shown below.  By Right: o Administrative/Medical and Professional Office o Antique Shop and Used Furniture o Art and Music Studio o Artisan’s Workshop o Bank/Savings and Loan/Credit Union o Beauty Salon/Barber Shop o Commercial Amusement, Indoor o Diagnostic Lab or Urgent Care Center o Dry Cleaning, Minor o Fraternal Organization/Lodge/Civic Club/Fraternity or Sorority o Full-Service Hotel C o Furniture Store o Gymnastics/Dance Studio o Health/Fitness Center o Home Furnishings and Appliance Store o House of Worship o Nursery, Minor o Pet Day Care C o Print Shop, Minor o Public School o Restaurant C o Retail Stores and Shops o Swim School o Tanning Salon o Veterinarian Clinic and/or Kennel, Indoor o Wine Bar  By Specific Use Permit: o Child Care Center, Licensed o Convenience Store w/ Gas Pumps (On Intersecting Major and Minor Thoroughfares) o Farmer’s Market (Changed from a use by right to a specific use permit in the Planning & Zoning Commission’s motion) o Meeting/Banquet/Reception Facility o Private or Parochial School o Restaurant, Drive-In o Restaurant, Drive Through Page 501 Item 19. Page 5 of 7  Uses That Would Be Eliminated: o Accessory Buildings o Assisted Living Facilities o Auto Laundries/Car Wash Facilities (Incidental to Primary Business Use) o Auto Parts Sales – No Outdoor Storage/Display o Automobile Parking Lots and Parking Garages o Automobile Repairs – Excluding Paint and Body Work o Bed and Breakfast o Civic Convention Center o Concrete Batching Plants (Temporary and Incidental to On-Site Construction) o Construction and Field Offices (Temporary) o Convalescence Homes o Dinner Theatres o Equipment and Machinery Sales and Rental, Minor o Frozen Food Lockers (Incidental to Primary Business Use) o Golf Course and/or Country Club o Governmental and Utility Agencies, Offices, Facilities and Service Yards o Guard and Patrol Services o Homebuilder o Hospital o Independent Living Facilities o Indoor Storage Facilities o Marketing Center o Mass Commuter/Transit Stations o Meat Markets (No Slaughterhouses or Packing Plants) o Municipal Buildings and Facilities o Museums, Libraries, Art Schools and Art Galleries o Nursing Homes o Parks, Playgrounds, Recreational Facilities and Community Centers o Post Office Facilities o Private Club Facilities o Radio and Television Microwave Antennae/Towers (Incidental to Primary Use) o Radio and Television Studios and Broadcasting Facilities o Recycling Collection Centers o Single Family Residential o Small Engine Repairs (Under Roof and Enclosed) o Telephone Exchange o Temporary Buildings (Incidental to Primary Business Use) o Theaters – Indoors o Theatrical Centers o Tire Dealers (No Outdoor Storage) o Tool and Equipment Rental Stores (No Outdoor Storage Unless Screened) o Utility Distribution Systems and Facilities o Warehousing Facilities (Incidental to Primary Business Use) o Water Treatment Facilities Page 502 Item 19. Page 6 of 7 Landscaping: The landscaping regulations within the Planned Development compared to the regulations in the previously approved Planned Development (PD-14) are shown below. Previous Regulations (Planned Development-14) Proposed Regulations (Development Standards) Adjacent to Thoroughfares Easement: 30’ (Legacy Drive) 25’ (First Street) Plantings: One large tree, three-inch caliper minimum, every 30 linear feet. Fifteen shrubs, five-gallon minimum, every 30 linear feet. Easement: 30’ (Legacy Drive) 25’ (First Street) Plantings: One large tree, three-inch caliper minimum, every 30 linear feet. Fifteen shrubs, five-gallon minimum, every 30 linear feet. Adjacent to Commercial Development Buffer: 5’ Plantings: One small tree every 15 linear feet. One shrub, five-gallon minimum, every 15 linear feet. Buffer: 5’ Plantings: One small tree every 15 linear feet. One shrub, five-gallon minimum, every 15 linear feet. Adjacent to Residential Development Buffer: 15’ Plantings: One large tree, three-inch caliper minimum, every 30 linear feet. Buffer: 15’ Plantings: One large tree, three-inch caliper minimum, every 30 linear feet. Architectural Standards: The architectural standards within this Planned Development are shown below.  Permitted Building Materials: o Clay Fired Brick o Granite o Marble o Stone (Natural, Precast, or Manufactured) o Stucco (Three-Coat) o Non-Masonry Materials (Max. of 20%) o Other Materials as Approved by Director of Development Services Screening and Fencing: The screening and fencing standards within this Planned Development require a six-foot masonry wall to be installed adjacent to residential development. Page 503 Item 19. Page 7 of 7 Town Staff Recommendation: The proposed zoning request is compliant with the Future Land Use Plan designation of this area as Retail & Neighborhood Services. Additionally, the proposed zoning request eliminates a multitude of undesirable uses from an outdated Planned Development, adds the stipulation of a Specific Use Permit for multiple uses that were previously permitted by right, and allows for a development agreement that ensures the building materials that will be used to construct the proposed development. For these reasons, Town Staff recommends approval of the request to rezone 18.7± acres Planned Development-14 (Retail) to Planned Development-Retail on Netherly Survey, Abstract 962, Tract 7, located on the northwest corner of Legacy Drive and First Street. Planning & Zoning Recommendation: The Planning & Zoning Commission unanimously recommended approval of this item by a vote of 7-0 at their meeting on July 15, 2025, subject to the following conditions:  Requiring “Farmers Market” Use to be permitted by Specific Use Permit rather than by right.  Requiring a minimum of ten percent (10%) of the entire development to be usable open space.  Requiring a minimum of three of the five listed amenities be provided in the development. o Gazebos or Pergolas o Public Art Installations o Seating Areas with Shade Structures o Stone Terracing and Low Masonry Seating Walls o Water Features (Fountains or Naturalized Stream Banks) Applicant Request: The applicant is requesting that the Town Council amend the recommendation made by the Planning & Zoning Commission regarding the following items:  Each individual lot having a minimum of seven to ten percent (7% - 10%) open space instead of ten percent (10%) of the entire development being usable open space.  Each individual lot providing one of the listed amenities instead of a minimum of three being provided throughout the entire development. Proposed Motion: I move to approve/deny the request to rezone 18.7± acres Planned Development-14 (Retail) to Planned Development-Retail on Netherly Survey, Abstract 962, Tract 7, located on the northwest corner of Legacy Drive and First Street. Page 504 Item 19. Page 505 Item 19. Page 506 Item 19. Future Land Use Exhibit Page 507 Item 19. Page 508 Item 19. Page 509 Item 19. OF SHEETDATEREVISIONSDRAWN BYPROJ. MGR.: DRAWN BY: ISSUE DATE: SCALE: SURVEY DATE:TM505 Pecan Street, Suite 201, Fort Worth, TX 76102 ph:817.865.5344 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTexas Board of Professional Engineers & Land Surveyors Reg. No. F-10194754 (Surv), F-21732 (Eng)LEGACY DRIVE & 1ST STREET ZONINGL. NETHERLY SURVEY, ABSTRACT NO. 962TOWN OF PROSPER, DENTON COUNTY, TEXAS1 1 ”“”” ” ” ” ” ” ” ” ” ” ” ” ” · Page 510 Item 19. Planning division Town of Prosper Letter of Intent First Legacy Shopping Center Prosper, Texas June 11, 2025 PURPOSE AND INTENT: I am writing to formally submit a request to revise the Planned Development zoning for First Legacy Shopping Center located at the northwest corner of West First Street and Legacy Drive. This letter serves as our official Letter of Intent to revise Planned Development zoning as outlined in the attached proposed planned development documents. The goal is to permit a convenience store with gas pumps at intersection of major and minor thoroughfares and additional uses as listed in the attached PD. Key Details: • Zoning Information: The current zoning for the tract is R – (PD-14) Retail / Commercial. • Site Area: 18.685 acres • Proposed Use: Retail / Commercial to include a convenience store with gas pumps. We have conducted preliminary assessments; we are committed to ensuring that the project meets all necessary requirements and standards. Please find the following documents attached for your review: 1. Exhibit A-1 2. Exhibit A-2 3. Exhibit B, C, D, E, F & G We look forward to working closely with your team to address any questions or concerns you may have. Please do not hesitate to contact me to discuss this submission further. Thank you for your time and consideration. Sincerely, Hector Leon, PE. Project Manager Westwood Professional Services, Inc. Page 511 Item 19. ZONE-25-0004 Exhibit “C” Development Standards This tract shall develop under the regulation of the Retail (R) District as outlined in the Town’s Zoning Ordinance as it exists or may be amended with the following conditions: 1.0 Permitted Uses 1.1 The permitted uses within this Planned Development District are as follows: • Administrative/Medical and Professional Office • Antique Shop and Used Furniture • Art and Music Studio • Artisan’s Workshop • Bank/Savings and Loan/Credit Union • Beauty Salon/Barber Shop • Child Care Center, Licensed S • Commercial Amusement, Indoor • Convenience Store w/ Gas Pumps S o Permitted on Intersecting Major and Minor Thoroughfares • Diagnostic Lab or Urgent Care Center • Dry Cleaning, Minor • Farmer’s Market • Fraternal Organization/Lodge/Civic Club/Fraternity or Sorority • Full-Service Hotel C • Furniture Store • Gymnastics/Dance Studio • Health/Fitness Center • Home Furnishings and Appliance Store • House of Worship • Meeting/Banquet/Reception Facility S • Nursery, Minor • Pet Day Care C • Print Shop, Minor • Private or Parochial School S • Public School • Restaurant C • Restaurant, Drive-In S • Restaurant, Drive Through S • Retail Stores and Shops • Swim School Page 512 Item 19. • Tanning Salon • Veterinarian Clinic and/or Kennel, Indoor • Wine Bar 2.0 District Regulations 2.1 The district regulation requirements within this Planned Development District are as follows: • Size of Yards o Front Setback – 30’ • Front setbacks shall be applied to both streets when lots have double frontage. o Side Setback – 15’ • Adjacent to Residential Development (One-Story) – 30’ • Adjacent to Residential Development (Two-Story) – 60’ o Rear Setback – 15’ • Adjacent to Residential Development (One-Story) – 30’ • Adjacent to Residential Development (Two-Story) – 60’ • Size of Lots o Minimum Lot Area – 10,000 SF o Minimum Lot Width – 50’ o Minimum Lot Depth – 100’ • Maximum Height o Two stories, no greater than 40’. • Maximum Lot Coverage o Forty Percent (40%) 3.0 Landscaping 3.1 The landscaping requirements within this Planned Development District are as follows: Page 513 Item 19. • Adjacent to Thoroughfares o Legacy Drive – 30’ Landscape Easement • One large tree, three-inch caliper minimum, every 30 linear feet. • Fifteen shrubs, five-gallon minimum, every 30 linear feet. o First Street – 25’ Landscape Easement • One large tree, three-inch caliper minimum, every 30 linear feet. • Fifteen shrubs, five-gallon minimum, every 30 linear feet. • Adjacent to Commercial Development o Five-Foot (5’) Landscape Buffer • One small tree every 15 linear feet. • One shrub, five-gallon minimum, every 15 linear feet. • This shall not apply where the common lot line is in a common drive or fire lane. • Adjacent to Residential Development o Fifteen-Foot (15’) Landscape Buffer • One large tree, three-inch caliper minimum, every 30 linear feet. 4.0 Screening 4.1 The screening requirements within this Planned Development District are as follows: • Six-foot (6’) masonry wall adjacent to residential development. 5.0 Architectural Standards 5.1 The architectural standards within this Planned Development District are as follows: • Buildings shall consist of masonry materials including clay fired brick, natural, precast, and manufactured stone, granite, three-step stucco, and marble. • Secondary materials, or non-masonry materials, shall not exceed twenty percent (20%) on each elevation. • Other materials to be approved by the Director of Development Services. Page 514 Item 19. FUTUR E 36 " DR AI NAGE LI NE I N F ISH TRA PROAD , SE GEME NT 5 C ONS TRU CI TONPLAN FUTUR E 24 " WAT ER L IN E IN F I SHT RAPROAD , SE GEME NT 5 C ONS TRU CI TON PLAN 58 5 59 0 595 59 5 581581 5 8 258258358 4 586 5 8 7 58 8 58 9 59 1 5 9 2 59 3 594 594 596 5 9 6597597598 598 599 599585 590 590590595600 583584586 587588589 59159 1 59 1 591 591592 592592593594594594596597 598599601 590 595 589 589 591 592 593 594 596 597 598 599 24.0'24'FIRE LANE, ACCESS & 10' SIDEWALK 15.0' LANDSCAPE UTILITY ESMT.FIRE LANE , ACCESS & UTIL ITY ESMT . 30.0' LANDSCAPE AND PEDESTRTIAN ACCESS ESMT. 35' O.S LOT L9 PROPOSED RESTAURANT ±3,000 SF 1-STORY L9 PROPOSED INLINE RETAIL ±10,700 SF 1-STORY L9 PROPOSED RESTAURANT ±3,000 SF 1-STORY L8 PROPOSED RESTAURANT ±2,400 SF 1-STORY L8 PROPOSED INLINE RETAIL ±9,120 SF 1-STORY L6 PROPOSED GROCER ±40,001 SF 1-STORY L7 PROPOSED MOB ±20,017 SF 1-STORY L4 PROPOSED C-STORE 1-STORY L3 PROPOSED QSR 1-STORY L2 PROPO S E D RETAIL ±6,000 - S F 1-STO R Y L2 PROP O S E D RESTA U R A N T ±3,000 - S F 1-STO R Y L1 PROPO S E D RESTA U R A N T ±3,000 - S F 1-STO R Y L1 PROPO S E D RETAIL ±6,000 - S F 1-STO R Y W FIRS T S T.LEGACY DR.5 5 3 6 9 10 11 6 10 6 7 10 4 7 3 7 7 7 7 7 8 5 5 6 7 4 10 10 10 10 10 9 10 18 19 13 18 18 7 7 10 7 87 8 4 6 5 10 4 8 6 8 9 4 9 5 5 2 7 6 8 10 10 10 6 10 10 5 8 6 7 8 6 10 7 10 7 10 3 10 L8 PROPOSED RESTAURANT ±2,400 SF 1-STORY 8 11 7 7 7 8 7 7 10 5 10 2 L5 PROPOSED RETAIL/RESTAURANT 1-STORY 8 4 L5 PROPOSED RETAIL/RESTAURANT 1-STORY 6' MASONRY SCREEN WALL ALONG NORTHERN AND WESTERN BOUNDARIES PROPOSED MAJOR CONTOUR EXISTING MAJOR CONTOUR 535 520 EXISTING MINOR CONTOUR PROPOSED MINOR CONTOUR534 519 LEGEND PROPOSED FIRE HYDRANT 0 60'120' SCALE: 1" = 60' D EXHIBIT D: CONCEPTUAL PLAN ZONE-25-0004 Drawing: N:\0057857.00\06 CAD\DWG\Site Design C3D\Exhibits\PD SIte Exhibit 04.11.2025\UTILITY EXHIBITLast Saved by: HAlAloosiLast Saved: 6/27/2025 10:07 AMPlot Date/Time: 6/27/2025 10:08 AMFIRST SUBMITTALPROJECT #DATE SHEET AAB VENTURE CAPITAL PROSPER, DENTON COUNTY, TEXAS JUNE 2025 AAB VENTURE CAPITAL0057857REVIEWER:HA DESIGNED:HA DRAWN:GD Phone (469) 213-1800 11000 Frisco Street, Suite 400 Toll Free (888) 937-5150 Frisco, TX 75033 TBPE FIRM REGISTRATION NO. F-11756 TBPLS FIRM REGISTRATION NO. 10074301 PS01 PRELIMINARY SITE PLAN PROSPER-LEGACY-FISHTRAP LP LOT 7A(1) 18.685 ACRES LOCATED IN THE TOWN OF PROSPER, TEXAS ABSTRACT No. 962 DENTON COUNTY, TEXAS VICINITY MAP N.T.S NOTE: ·ALL DEVELOPMENT STANDARDS SHALL FOLLOW TOWN STANDARDS. ·ALL DRIVES , AS SOWN IN GRAY WOULD BE CONSIDERED FIRE LANES. ·LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN OF PROSPER. ·ALL DEVELOPMENT STANDARDS SHALL FOLLOW FIRE REQUIREMENTS PER THE TOWN OF PROSPER. ·HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT (ADA) AND WITH THE REQUIREMENTS OF THE CURRENT, ADOPTED BUILDING CODE. ·ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL. ·IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE CLASSIFICATION(S) IDENTIFIED ON THE SITE DATA SUMMARY TABLE; HOWEVER, CHANGES TO THE PROPOSED LAND USE AT THE TIME OF CONSTRUCTION AND/OR FINISH-OUT PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING REQUIREMENTS. ·THE APPROVAL OF A PRELIMINARY SITE PLAN SHALL BE EFFECTIVE FOR A PERIOD OF TWO (2) YEARS FROM THE DATE THAT THE PRELIMINARY SITE PLAN IS APPROVED BY THE PLANNING & ZONING COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE SUBMITTED AND RECEIVED THE APPROVAL OF A SITE PLAN BY THE PLANNING & ZONING COMMISSION. IF A SITE PLAN IS NOT APPROVED WITHIN SUCH TWO (2) YEAR PERIOD, THE PRELIMINARY SITE PLAN APPROVAL IS NULL AND VOID. IF SITE PLAN APPROVAL IS ONLY FOR A PORTION OF THE PROPERTY, THE APPROVAL OF THE PRELIMINARY SITE PLAN FOR THE REMAINING PROPERTY SHALL BE NULL AND VOID. ·OPEN SPACE REQUIREMENTS SHALL FOLLOW THE ZONING ORDINANCE, PER TRACT. OPEN SPACE SHALL NOT INCLUDE VEHICULAR PAVING, REQUIRED PARKING LOT LANDSCAPE ISLANDS, BUILDING FOOTPRINT, UTILITY YARDS, REQUIRED LANDSCAPE SETBACKS, SIDEWALKS*, AND DETENTION POND * SITE W FIRST STLEGACY DR380 380 W FIRST ST PRAIRIE DR PRAIRIE D R DALLAS PKWYN 0 80'160' SCALE: 1" = 80' GENERAL NOTE : THE CONCEPT LAYOUT PROVIDE REFLECT THE GENERAL INTENT; HOWEVER, THE FINAL LAYOUT WILL BE DETERMINED DURING THE PRELIMINARY SITE PLAN STAGE AND MUST COMPLY WITH ALL THE TOWN REQUIREMENTS. THIS INCLUDES, BUT NOT LIMITED TO, ADHERENCE TO ALL FIRE CODE REGULATIONS, ENGINEERING DESIGN STANDARDS CONCERNING DRIVEWAY SPACING, THROAT DEPTH, AND TURN LANE REQUIREMENTS, AND THE TOWN' STANDARD LANDSCAPE requirments, unless specified otherwise EXHIBIT C ( PLANNED DEVELOPMENT STANDARDS). ADDITIONALLY, ALLDEVELOPMENT STANDARDS OUTLINED IN THE TOWN ZOING ORDINACE, UNL,ESS OTHERWISE DEFINED IN EXHIBIT C, MUST BE FOLLOWED AS WELL AS COMPLIANCE WITH ALL APPLICABLE LOCAL , SATE, AND FEDERAL REGULATIONS, PARTICULARLY THOSE CONCERNING FLOODPLAINS AND WATERS OF THE U.S. THE APPROVAL OF LAYOUT DEPICTED IN EXHIBIT D DOES NOT CONFER VESTED RIGHTS IN THIS ZONING CASE. FIRE ZONING NOTES : ZONING DOES NOT INCLUDE COMPLIANCE WITH TOWN FIRE CODE, NOR DOES IT INCLUDE FIRE HYDRANTS, AND FIRE LANE ARRANGEMENTS . REVIEW OF THE ZONING DOES NOT GRAND OR OTHERWISE PROVIDE SAID APPROVAL TO THE TOWN FIRE CODE , FULL COMPLIANCE WILL BE REVIEWED DURING PSP AND SP SUBMITTAL AND MAY REQUIRE THE SITE IS RECONFIGURED AND MODIFIED FROM THAT SHOWN IN THE CONCEPT PLAN AND/OR ZONING EXHIBIT. Page 515 Item 19. ZONE-25-0004 Exhibit E – Development Schedule TIMEFRAME (months) July August September October November December January February March April Month 1 Month 2 Zoning Change 3 Infrastructure construction (period TBD) Preliminary Plat 2 Civil Plan* 4 Infrastructure Construction 1 Final Plat 1 Building Permit • Follow the standard submission and review for the town of Prosper non-residential development. Page 516 Item 19. FUTUR E 36 " DR AI NAGE LI NE I N F ISH TRA PROAD , SE GEME NT 5 C ONS TRU CI TONPLAN FUTUR E 24 " WAT ER L IN E IN F I SHT RAPROAD , SE GEME NT 5 C ONS TRU CI TON PLAN L9PROPOSEDRESTAURANT±3,000 SF1-STORYL9PROPOSEDINLINE RETAIL±10,700 SF1-STORYL9PROPOSEDRESTAURANT±3,000 SF1-STORYL8PROPOSEDRESTAURANT±2,400 SF 1-STORYL8PROPOSEDINLINE RETAIL±9,120 SF1-STORYL6PROPOSED GROCER±40,001 SF1-STORYL7PROPOSED MOB±20,017 SF1-STORYL4PROPOSEDC-STORE1-STORYL3PROPOSEDQSR1-STORYL2PROPOSEDRETAIL±6,000 - SF1-STORYL2PROPOSEDRESTAURANT±3,000 - SF1-STORYL1PROPOSEDRESTAURANT±3,000 - SF1-STORYL1PROPOSEDRETAIL±6,000 - SF1-STORYW FIRST ST.LEGACY DR.55369101161067104737777785567410101010109101819131818771078784651048689495527681010106101058678610710710310L8PROPOSEDRESTAURANT±2,400 SF 1-STORY811777877105102L5PROPOSEDRETAIL/RESTAURANT1-STORY84L5PROPOSEDRETAIL/RESTAURANT1-STORYD Drawing: N:\0057857.00\06 CAD\DWG\Site Design C3D\Exhibits\PD SIte Exhibit 04.11.2025\UTILITY EXHIBIT - ELEVATIONS EXHIBITLast Saved by: HAlAloosiLast Saved: 7/8/2025 12:24 PMPlot Date/Time: 7/8/2025 12:25 PMFIRST SUBMITTALPROJECT #DATE SHEET AAB VENTURE CAPITAL PROSPER, DENTON COUNTY, TEXAS JUNE 2025 AAB VENTURE CAPITAL0057857REVIEWER:HA DESIGNED:HA DRAWN:GD Phone (469) 213-1800 11000 Frisco Street, Suite 400 Toll Free (888) 937-5150 Frisco, TX 75033 TBPE FIRM REGISTRATION NO. F-11756 TBPLS FIRM REGISTRATION NO. 10074301 PS01 PRELIMINARY SITE PLAN PROSPER-LEGACY-FISHTRAP LP LOT 7A(1) 18.685 ACRES LOCATED IN THE TOWN OF PROSPER, TEXAS ABSTRACT No. 962 DENTON COUNTY, TEXAS VICINITY MAP N.T.S SITEN080'160' SCALE: 1" = 60' W FIRST STLEGACY DR380 380 W FIRST ST PRAIRIE DR PRAIRIE D R DALLAS PKWYPROPOSED LANDSCAPED AREA LEGEND EXHIBIT F : ELEVATION EXHIBIT ZONE-25-0004 NOTE: ELEVATIONS SHOWN IN THIS DOCUMENT ARE FOR CONCEPTUAL PURPOSES ONLY. ALL ELEVATIONS AND MATERIALS WILL MEET SPECS AND REQUIREMENTS AS DESCRIBED IN EXHIBIT C OF THIS PLANNED DEVELOPMENT. Page 517 Item 19. FUTUR E 36 " DR AI NAGE LI NE I N F ISH TRA PROAD , SE GEME NT 5 C ONS TRU CI TONPLAN FUTUR E 24 " WAT ER L IN E IN F I SHT RAPROAD , SE GEME NT 5 C ONS TRU CI TON PLAN 24.0'24'FIRE LANE, ACCESS & 10' SIDEWALK 15.0' LANDSCAPE FUTURE 36" DRAINAGE LINE IN FISHTRAPROAD, SEGEMENT 5 CONSTRUCITONPLANUTILITY ESMT.FIRE LANE , ACCESS & UTIL ITY ESMT . 30.0' LANDSCAPE AND PEDESTRTIAN ACCESS ESMT. 35' O.S LOT FUTURE 24" WATER LINE IN FISHTRAPROAD, SEGEMENT 5 CONSTRUCITONPLANL9 PROPOSED RESTAURANT ±3,000 SF 1-STORY L9 PROPOSED INLINE RETAIL ±10,700 SF 1-STORY L9 PROPOSED RESTAURANT ±3,000 SF 1-STORY L8 PROPOSED RESTAURANT ±2,400 SF 1-STORY L8 PROPOSED INLINE RETAIL ±9,120 SF 1-STORY L6 PROPOSED GROCER ±40,001 SF 1-STORY L7 PROPOSED MOB ±20,017 SF 1-STORY L4 PROPOSED C-STORE 1-STORY L3 PROPOSED QSR 1-STORY L2 PROPO S E D RETAIL ±6,000 - S F 1-STO R Y L2 PROP O S E D RESTA U R A N T ±3,000 - S F 1-STO R Y L1 PROPO S E D RESTA U R A N T ±3,000 - S F 1-STO R Y L1 PROPO S E D RETAIL ±6,000 - S F 1-STO R Y W FIRS T S T.LEGACY DR.5 5 3 6 9 10 11 6 10 6 7 10 4 7 3 7 7 7 7 7 8 5 5 6 7 4 10 10 10 10 10 9 10 18 19 13 18 18 7 7 10 7 87 8 4 6 5 10 4 8 6 8 9 4 9 5 5 2 7 6 8 10 10 10 6 10 10 5 8 6 7 8 6 10 7 10 7 10 3 10 L8 PROPOSED RESTAURANT ±2,400 SF 1-STORY 8 11 7 7 7 8 7 7 10 5 10 2 L5 PROPOSED RETAIL/RESTAURANT 1-STORY 8 4 L5 PROPOSED RETAIL/RESTAURANT 1-STORY 6' MASONRY SCREEN WALL ALONG NORTHERN AND WESTERN BOUNDARIES D Drawing: N:\0057857.00\06 CAD\DWG\Site Design C3D\Exhibits\PD SIte Exhibit 04.11.2025\UTILITY EXHIBITLast Saved by: HAlAloosiLast Saved: 6/30/2025 5:29 PMPlot Date/Time: 6/30/2025 5:30 PMFIRST SUBMITTALPROJECT #DATE SHEET AAB VENTURE CAPITAL PROSPER, DENTON COUNTY, TEXAS JUNE 2025 AAB VENTURE CAPITAL0057857REVIEWER:HA DESIGNED:HA DRAWN:GD Phone (469) 213-1800 11000 Frisco Street, Suite 400 Toll Free (888) 937-5150 Frisco, TX 75033 TBPE FIRM REGISTRATION NO. F-11756 TBPLS FIRM REGISTRATION NO. 10074301 PS01 PRELIMINARY SITE PLAN PROSPER-LEGACY-FISHTRAP LP LOT 7A(1) 18.685 ACRES LOCATED IN THE TOWN OF PROSPER, TEXAS ABSTRACT No. 962 DENTON COUNTY, TEXAS VICINITY MAP N.T.S ·ALL DEVELOPMENT STANDARDS SHALL FOLLOW TOWN STANDARDS. ·LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN OF PROSPER. ·ALL DEVELOPMENT STANDARDS SHALL FOLLOW FIRE REQUIREMENTS PER THE TOWN OF PROSPER. ·HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT (ADA) AND WITH THE REQUIREMENTS OF THE CURRENT, ADOPTED BUILDING CODE. ·ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL. ·IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE CLASSIFICATION(S) IDENTIFIED ON THE SITE DATA SUMMARY TABLE; HOWEVER, CHANGES TO THE PROPOSED LAND USE AT THE TIME OF CONSTRUCTION AND/OR FINISH-OUT PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING REQUIREMENTS. ·THE APPROVAL OF A PRELIMINARY SITE PLAN SHALL BE EFFECTIVE FOR A PERIOD OF TWO (2) YEARS FROM THE DATE THAT THE PRELIMINARY SITE PLAN IS APPROVED BY THE PLANNING & ZONING COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE SUBMITTED AND RECEIVED THE APPROVAL OF A SITE PLAN BY THE PLANNING & ZONING COMMISSION. IF A SITE PLAN IS NOT APPROVED WITHIN SUCH TWO (2) YEAR PERIOD, THE PRELIMINARY SITE PLAN APPROVAL IS NULL AND VOID. IF SITE PLAN APPROVAL IS ONLY FOR A PORTION OF THE PROPERTY, THE APPROVAL OF THE PRELIMINARY SITE PLAN FOR THE REMAINING PROPERTY SHALL BE NULL AND VOID. ·OPEN SPACE REQUIREMENTS SHALL FOLLOW THE ZONING ORDINANCE, PER TRACT. OPEN SPACE SHALL NOT INCLUDE VEHICULAR PAVING, REQUIRED PARKING LOT LANDSCAPE ISLANDS, BUILDING FOOTPRINT, UTILITY YARDS, REQUIRED LANDSCAPE SETBACKS, SIDEWALKS*, AND DETENTION POND * SITE N 0 80'160' SCALE: 1" = 80' W FIRST STLEGACY DR380 380 W FIRST ST PRAIRIE DR PRAIRIE D R DALLAS PKWYPROPOSED LANDSCAPED AREA LEGEND LANDSCAPE AND CONCEPTUAL PLAN EXHIBIT IS FOR REFERENCE PURPOSES ONLY. A LANDSCAPE PLAN AND SITE PLAN THAT MEET ALL CITY REGULATIONS IN THE PD WILL BE REQUIRED. GENERAL NOTE : THE CONCEPT LAYOUT PROVIDE REFLECT THE GENERAL INTENT; HOWEVER, THE FINAL LAYOUT WILL BE DETERMINED DURING THE PRELIMINARY SITE PLAN STAGE AND MUST COMPLY WITH ALL THE TOWN REQUIREMENTS. THIS INCLUDES, BUT NOT LIMITED TO, ADHERENCE TO ALL FIRE CODE REGULATIONS, ENGINEERING DESIGN STANDARDS CONCERNING DRIVEWAY SPACING, THROAT DEPTH, AND TURN LANE REQUIREMENTS, AND THE TOWN' STANDARD LANDSCAPE requirments, unless specified otherwise EXHIBIT C ( PLANNED DEVELOPMENT STANDARDS). ADDITIONALLY, ALLDEVELOPMENT STANDARDS OUTLINED IN THE TOWN ZOING ORDINACE, UNL,ESS OTHERWISE DEFINED IN EXHIBIT C, MUST BE FOLLOWED AS WELL AS COMPLIANCE WITH ALL APPLICABLE LOCAL , SATE, AND FEDERAL REGULATIONS, PARTICULARLY THOSE CONCERNING FLOODPLAINS AND WATERS OF THE U.S. THE APPROVAL OF LAYOUT DEPICTED IN EXHIBIT D DOES NOT CONFER VESTED RIGHTS IN THIS ZONING CASE. FIRE ZONING NOTES : ZONING DOES NOT INCLUDE COMPLIANCE WITH TOWN FIRE CODE, NOR DOES IT INCLUDE FIRE HYDRANTS, AND FIRE LANE ARRANGEMENTS . REVIEW OF THE ZONING DOES NOT GRAND OR OTHERWISE PROVIDE SAID APPROVAL TO THE TOWN FIRE CODE , FULL COMPLIANCE WILL BE REVIEWED DURING PSP AND SP SUBMITTAL AND MAY REQUIRE THE SITE IS RECONFIGURED AND MODIFIED FROM THAT SHOWN IN THE CONCEPT PLAN AND/OR ZONING EXHIBIT. EXHIBNgggggggffSCAPE PLAN ZONE-25-0004 Page 518 Item 19. Page 1 of 11 FIRST LEGACY SHOPPING CENTER DEVELOPMENT AGREEMENT THIS FIRST LEGACY SHOPPING CENTER DEVELOPMENT AGREEMENT (“Agreement”) is entered into by and between the Town of Prosper, Texas (“Town”), and Prosper-Legacy-Fishtrap, LP (“Developer”), individually, a “Party” and collectively, the “Parties,” to be effective (the “Effective Date”) on the latest date executed by a Party. WHEREAS, the Town is a home-rule municipal corporation, located in Collin County and Denton County, Texas, organized and existing under the laws of the State of Texas; and WHEREAS, Developer is developing a project in the Town known as First Legacy Shopping Center (“Property”), a legal description of which Property is attached hereto as Exhibit A and incorporated by reference; and WHEREAS, the Property was rezoned by the Town Council on or about _______, 2025, and this Agreement seeks to incorporate, in part, the negotiated and agreed upon development standards contained in the underlying zoning ordinance, as may be amended, and/or this Development Agreement, to recognize Developer’s reasonable investment-backed expectations in said development, as may be amended, and as more fully described herein. NOW, THEREFORE, in consideration of the foregoing premises, and for other good and valuable consideration the receipt and adequacy of which are hereby acknowledged, the Parties to this Agreement agree as follows: 1. Development Standards. For any structure built on the Property following the Effective Date, it shall comply with the requirements contained in Exhibit B, “Building Materials,” attached hereto and incorporated herein. The Parties agree and acknowledge that the provisions of this Paragraph shall apply to any structure constructed subsequent to the execution of this Agreement. Nothing in this Agreement shall be deemed to modify or otherwise amend any zoning regulation duly adopted by the Town, previously or in the future. 2. Maintenance of Landscape Areas. A. Developer agrees to maintain all Landscape Areas (including all vegetation) on the Property, as referenced and/or depicted in the applicable zoning ordinance, as amended, free of weeds, tall grass, rubbish, brush and other objectionable, unsightly or unsanitary matter, as defined in Article 6.03 of Chapter 6 of the Town’s Code of Ordinances, as amended. Further, Developer agrees that landscape maintenance obligations referenced herein include mulching of Landscape Areas, prompt replacement of dead or dying vegetation with new vegetation, mowing of Page 519 Item 19. Page 2 of 11 Landscape Areas, where required, and other routine and regular maintenance of plants and other vegetation. B. In the event that any Landscape Area or plants or vegetation is/are not properly maintained in accordance with this Agreement, the Town may give written notice to Developer of such failure to maintain and Developer shall promptly address such failure, taking into account the type(s) and species of such plants and vegetatio n and applicable planting cycles of same. After such notice, and Developer’s failure to address same, Developer agrees and acknowledges that the Town shall have the right to go onto Developer’s property and replace, replant or otherwise address such failu re to maintain any Landscape Area or plants or vegetation, with an invoice of costs incurred by the Town being promptly provided by the Town to Developer. In the event Developer does not pay such invoice within thirty (30) days of receipt by Developer, the Town may file a lien on the Property for the costs it incurred for the work done, including a reasonable administrative fee. Any failure to maintain any Landscape Area, plants or vegetation shall not be considered a default in accordance with Paragraph 7 of this Agreement, and any obligations referenced in said Paragraph shall not be applicable to this Paragraph 2. C. Notwithstanding any provision in this Paragraph to the contrary, the Town specifically reserves the right to take enforcement action and/or file a complaint against Developer in the Town’s municipal court (or other appropriate forum) relative to weeds, tall grass, rubbish, brush and other objectionable, unsightly or unsanitary matter on the Property, in accordance with Article 6.03 of Chapter 6 of the Town’s Code of Ordinances, as amended. 3. Certain Business Establishments Prohibited. Developer agrees and acknowledges that it will not lease, sell or otherwise permit or authorize on the Property any of the following business establishments: (1) credit access businesses, as defined in Texas Finance Code § 393.601, as amended, including but not limited to payday lending businesses, “cash for title” lenders, and credit services businesses, as defined in Texas Finance Code § 393.001, as amended); (2) body art facilities; (3) smoke or vape shops; (4) any business entity that sells drug para phernalia; (5) any business establishment offering gaming or slot machines; (6) sex shops, including but not limited to business entities whose primary purpose is the sale of lewd merchandise; (7) pawn shops; and (8) business entities which primarily utilize outdoor storage or displays. Additionally, Developer agrees and acknowledges that it will not lease, sell or otherwise permit or authorize on the Property a package liquor store, which for purposes of this Agreement is defined as any business entity th at is required to obtain a Package Store Permit (P) from the Texas Alcoholic Beverage Commission for the off -premises consumption of alcohol. 4. Covenant Running with the Land. The terms, conditions, rights, obligations, benefits, covenants and restrictions of the provisions of this Agreement shall Page 520 Item 19. Page 3 of 11 be deemed covenants running with the land, and shall be binding upon and inure to the benefit of the Developer and its heirs, representatives, successors and assigns. This Agreement shall be deemed to be incorporated into each deed and conveyance of the Property or any portion thereof hereafter made by any other Developers of the Property, regardless of whether this Agreement is expressly referenced therein. 5. Applicability of Town Ordinances. Developer shall develop the Property, and construct all structures on the Property, in accordance with all applicable Town ordinances and building/construction codes. 6. Default. No Party shall be in default under this Agreement until notice of the alleged failure of such Party to perform has been given (which notice shall set forth in reasonable detail the nature of the alleged failure) and until such Party has been given a reasonable time to cure the alleged failure (such reasonable time determined based on the nature of the alleged failure, but in no event less than thirty (30) days after written notice of the alleged failure has been given). In addition, no Party s hall be in default under this Agreement if, within the applicable cure period, the Party to whom the notice was given begins performance and thereafter diligently and continuously pursues performance until the alleged failure has been cured. If either Par ty is in default under this Agreement, the other Party shall have the right to enforce the Agreement in accordance with applicable law, provided, however, in no event shall any Party be liable for consequential or punitive damages 7. Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of Texas, and all obligations of the parties created hereunder are performable in Denton County, Texas. Exclusive venue for any action arising under this Agreement shall lie in Denton County, Texas. 8. Notice. Any notices required or permitted to be given hereunder (each, a “Notice”) shall be given by certified or registered mail, return receipt requested, to the addresses set forth below or to such other single address as either party hereto shall notify the other: If to the Town: The Town of Prosper 250 W. First Street Prosper, Texas 75078 Attention: Town Manager If to Developer: Hub 380 P II, LLC 5746 NW 75th Way Parkland, Florida 33067 Attention: Jaya S. Donepudi 9. Prevailing Party. In the event any person initiates or defends any legal action or proceeding to enforce or interpret any of the terms of this Agreement, the Page 521 Item 19. Page 4 of 11 prevailing party in any such action or proceeding shall be entitled to recover its reasonable costs and attorney’s fees (including its reasonable costs and attorney’s fees on any appeal). 10. Entire Agreement. This Agreement contains the entire agreement between the Parties hereto with respect to development of the Property and supersedes all prior agreements, oral or written, with respect to the subject matter hereof. The provisions of this Agreement shall be construed as a whole and not strictly for or against any Party. 11. Savings/Severability. In the event any provision of this Agreement shall be determined by any court of competent jurisdiction to be invalid or unenforceable, the Agreement shall, to the extent reasonably possible, remain in force as to the balance of its provisions as if such invalid provision were not a part hereof. 12. Binding Agreement. A telecopied facsimile of a duly executed counterpart of this Agreement shall be sufficient to evidence the binding agreement of each party to the terms herein, including without limitation a scanned copy sent via electronic mail by either Party. 13. Authority to Execute. This Agreement shall become a binding obligation on the Parties upon execution by all Parties hereto. The Town warrants and represents that the individual executing this Agreement on behalf of the Town has full authority to execute this Agreement and bind the Town to the same. Developer warrants and represents that the individual executing this Agreement on behalf of Developer has full authority to execute this Agreement and bind Developer to the same. The Town Council hereby authorizes the Town Manager of the Town to execute this Agreement on behalf of the Town. 14. Filing in Deed Records. This Agreement, and any and all subsequent amendments to this Agreement, shall be filed in the deed records of Denton County, Texas. 15. Mediation. In the event of any disagreement or conflict concerning the interpretation of this Agreement, and such disagreement cannot be resolved by the signatories hereto, the signatories agree to submit such disagreement to nonbinding mediation. 16. Notification of Sale or Transfer; Assignment of Agreement. Developer shall notify the Town in writing of any sale or transfer of all or any portion of the Property, within ten (10) business days of such sale or transfer. Developer has the right (from time to time without the consent of the Town, but upon written notice to the Town) to assign this Agreement, in whole or in part, and including any obligation, right, title, or interest of Developer under this Agreement, to any person or entity (an “Assignee”) that is or will Page 522 Item 19. Page 5 of 11 become a Developer of any portion of the Property or that is an entity that is controlled by or under common control with Developer. Each assignment shall be in writing executed by Developer and the Assignee and shall obligate the Assignee to be bound by this Agreement. A copy of each assignment shall be provided to the Town within ten (10) business days after execution. Provided that the successor Developer assumes the liabilities, responsibilities, and obligations of the assignor under this Agreement, the assigning party will be released from any rights and obligations under this Agreement as to the Property that is the subject of such assignment, effective upon receipt of the assignment by the Town. No assignment by Developer shall release Developer f rom any liability that resulted from an act or omission by Developer that occurred prior to the effective date of the assignment. Developer shall maintain true and correct copies of all assignments made by Developer to Assignees, including a copy of each executed assignment and the Assignee’s Notice information. 17. Sovereign Immunity. The Parties agree that the Town has not waived its sovereign immunity from suit by entering into and performing its obligations under this Agreement. 18. Effect of Recitals. The recitals contained in this Agreement: (a) are true and correct as of the Effective Date; (b) form the basis upon which the Parties negotiated and entered into this Agreement; (c) are legislative findings of the Town Council; and (d) reflect the final intent of the Parties with regard to the subject matter of this Agreement. In the event it becomes necessary to interpret any provision of this Agreement, the intent of the Parties, as evidenced by the recitals, shall be taken into consideration and, to the maximum extent possible, given full effect. The Parties have relied upon the recitals as part of the consideration for entering into this Agreement and, but for the intent of the Parties reflected by the recitals, would not have entered into this Agreement. 19. Consideration. This Agreement is executed by the Parties hereto without coercion or duress and for substantial consideration, the sufficiency of which is forever confessed. 20. Counterparts. This Agreement may be executed in a number of identical counterparts, each of which shall be deemed an original for all purposes. A facsimile signature will also be deemed to constitute an original. 21. Amendment. This Agreement shall not be modified or amended except in writing signed by the Parties. A copy of each amendment to this Agreement, when fully executed and recorded, shall be provided to each Party, Assignee and successor Developer of all or any part of the Property; however, the failure to provide such copies shall not affect the validity of any amendment. 22. Miscellaneous Drafting Provisions. This Agreement shall be deemed drafted equally by all Parties hereto. The language of all parts of this Agreement shall Page 523 Item 19. Page 6 of 11 be construed as a whole according to its fair meaning, and any presumption or principle that the language herein is to be construed against any Party shall not apply. 23. Waiver of Texas Government Code § 3000.001 et seq. With respect to any and all Structures to be constructed on the Property pursuant to this Agreement, Developer hereby waives any right, requirement or enforcement of Texas Government Code §§ 3000.001-3000.005, as amended. 24. Third-Party Beneficiaries. Nothing in this Agreement shall be construed to create any right in any Third-Party not a signatory to this Agreement, and the Parties do not intend to create any third-party beneficiaries by entering into this Agreement. 25. Rough Proportionality. Developer hereby agrees that any land or property donated and/or dedicated pursuant to this Agreement, whether in fee simple or otherwise, to the Town relative to any development on the Property is roughly proportional to the need for such land and Developer hereby waives any claim therefor that it may have. Developer further acknowledges and agrees that all prerequisites to such a determination of rough proportionality have been met, and that any costs incurred relative to said donation are related both in nature and extent to the impact of the development referenced herein. Both Developer and the Town further agree to waive and release all claims one may have against the other related to any and all rough proportionality and individual determination requirements mandated by the United States Supreme Court in Dolan v. City of Tigard, 512 U.S. 374 (1994), and its progeny, as well as any other requirements of a nexus between development conditions and the provision of roadway services to the Property. 26. Exactions/Infrastructure Costs. Developer has been represented by legal counsel in the negotiation of this Agreement and been advised or has had the opportunity to have legal counsel review this Agreement and advise Developer, regarding Developer’s rights under Texas and federal law. Developer hereby waives any requirement that the Town retain a professional engineer, licensed pursuant to Chapter 1001 of the Texas Occupations Code, to review and determine that the exactions required by the Town are roughly proportional or roughly proportionate to the proposed development’s anticipated impact. Developer specifically reserves its right to appeal the apportionment of municipal infrastructure costs in accordance with § 212.904 of the Texas Local Government Code; however, notwithstanding the foregoing, Developer hereby releases the Town from any and all liability under § 212.904 of the Texas Local Government Code, as amended, regarding or related to the cost of those municipal infrastructure requirements imposed by this Agreement. IN WITNESS WHEREOF, the parties hereto have caused this document to be executed as of the date referenced herein. Page 524 Item 19. Page 7 of 11 TOWN: THE TOWN OF PROSPER, TEXAS By: ___________________________ Name: Mario Canizares Title: Town Manager, Town of Prosper STATE OF TEXAS ) ) COUNTY OF DENTON ) This instrument was acknowledged before me on the ___ day of ______________, 2025, by Mario Canizares, Town Manager of the Town of Prosper, Texas, on behalf of the Town of Prosper, Texas. ____________________________________ Notary Public, State of Texas My Commission Expires: _________________ Page 525 Item 19. Page 8 of 11 DEVELOPER: PROSPER-LEGACY-FISHTRAP, LP By: _____________________________ Name: Kiran Mysore Title: ____________________________ STATE OF TEXAS ) ) COUNTY OF DENTON ) This instrument was acknowledged before me on the ___ day of _______________, 2025, by Kiran Mysore on behalf of Prosper-Legacy-Fishtrap, LP, known to be the person whose name is subscribed to the foregoing instrument, and that he executed the same on behalf of and as the act of Developer. ____________________________________ Notary Public, State of Texas My Commission Expires: _________________ Page 526 Item 19. Page 9 of 11 EXHIBIT A (Property Description & Depiction) Page 527 Item 19. Page 10 of 11 EXHIBIT B (Building Materials) Architectural and Material Standards. i. Review and Approval Process. 1. The conceptual elevations are intended to evoke a general look and feel of the architecture. Changes to materials and architectural elements are permitted so long as the building elevations adhere to the regulations outlined in the Design Guidelines of this Exhibit B. ii. Design Guidelines. 1. Buildings shall consist of masonry materials including clay fired brick, natural, precast, and manufactured stone, granite, three -step stucco, and marble. 2. Secondary materials, or non-masonry materials, shall not exceed twenty percent (20%) on each elevation. 3. Other materials to be approved by the Director of Development Services. Page 528 Item 19. Page 11 of 11 Page 529 Item 19. TBPLS Firm No. 10074301 July 31, 2025 TOWN OF PROSPER 250 W. First St Prosper, Texas Re:ZONE-25-0004 Town of Prosper, Texas Dear City Council: Following the feedback received at the Planning & Zoning meeting on Tuesday, July 15, Westwood collaborated with the Town of Prosper’s staff to develop an approach that integrates the commissioners' insights, the Town’s vision, and the development's objectives. In the meeting held with the Town’s staff on Friday, July 25, both the developer and staff concurred that incorporating the following language into the PD package aligns with the commissioners' intent and the Town’s vision: -Each individual lot will include 7%-10% open space and feature one of the amenities specified by the Planning and Zoning Commission. Developers will be responsible for meeting these criteria for each lot, subject to review and approval by the Town at the time of the Final Site Plan. We extend our gratitude to the Town of Prosper’s staff and officials for their collaboration and support in making this development a success to meet the community's needs as the Town of Prosper continues to grow. Sincerely, Hector Leon, P.E. Page 530 Item 19. Planned Development First Legacy Shopping Center (ZONE-25-0004) Page 531 Item 19. Agenda Item Conduct a Public Hearing and consider and act upon a request to rezone 18.7±acres from Planned Development-14 (Retail) to Planned Development-Retail on Netherly Survey, Abstract 962, Tract 7, located on the northwest corner of Legacy Drive and First Street. (ZONE-25-0004) Page 532 Item 19. Proposal Purpose: •Construct a convenience store with gas pumps and other commercial buildings on an intersection of a major and minor thoroughfare. Background: •Planned Development-14 allows for convenience stores with gas pumps by right. •The Town’s Zoning Ordinance requires convenience stores with gas pumps to be located on the intersection of major thoroughfares. •Per the Master Thoroughfare Plan, First Street is considered a minor thoroughfare. •Proposal would allow for a convenience store on the intersection of Legacy Drive and First Street.Page 533 Item 19. Page 534 Item 19. Future Land Use Plan Retail & Neighborhood Services: •Recommends retail establishments that provide merchandise for retail sales, banks, neighborhood offices, and small medical offices. Page 535 Item 19. Page 536 Item 19. Zoning Zoning Current Land Use Future Land Use Plan Subject Property Planned Development-14 (Retail)Vacant Retail & Neighborhood Services North Planned Development-66 (Single Family-10) Single-Family Residential (Star Trail)High Density Residential East Planned Development-66 (Single Family-10) Single-Family Residential (Star Trail) Medium Density Residential South Planned Development-65 (Single-Family)Vacant Parks West Planned Development-66 (Single Family-10) Single-Family Residential (Star Trail) Medium Density Residential Page 537 Item 19. Page 538 Item 19. District Regulations Previous Regulations (Planned Development-14) Proposed Regulations (Development Standards) Size of Yards Front: 25’ Side: 0’ 12’(Vehicular Access Req.) 24’(Fire Lane Access Req.) 50’(Adj.to Residential) Rear: 0’ 12’(Vehicular Access Req.) 24’(Fire Lane Access Req.) 50’(Adj.to Residential) Front: 30’ Side: 15’ 30’(One-Story Adj.to Res.) 60’(Two-Story Adj.to Res.) Rear: 15’ 30’(One-Story Adj.to Res.) 60’(Two-Story Adj.to Res.) Size of Lots Minimum Area: 10,000 SF Minimum Lot Width: 50’ Minimum Lot Depth: 90’ Minimum Area: 10,000 SF Minimum Lot Width: 50’ Minimum Lot Depth: 100’ Maximum Height Stories: Two Stories or 40’ Stories: Two Stories or 40’ Maximum Lot Coverage Lot Coverage: 40 Percent Lot Coverage: 40 Percent Floor Area Ratio Maximum: 0.4:1 Ratio: 0.4:1 Page 539 Item 19. Permitted Uses By Right: •Administrative/Medical and Professional Office •Antique Shop and Used Furniture •Art and Music Studio •Artisan’s Workshop •Bank/Savings and Loan/Credit Union •Beauty Salon/Barber Shop •Commercial Amusement, Indoor •Diagnostic Lab or Urgent Care Center •Dry Cleaning, Minor Page 540 Item 19. Permitted Uses Cont. By Right: •Fraternal Organization/Lodge/Civic Club/Fraternity or Sorority •Full-Service Hotel C •Furniture Store •Gymnastics/Dance Studio •Health/Fitness Center •Home Furnishings and Appliance Store •House of Worship •Nursery, Minor •Pet Day Care C •Print Shop, Minor Page 541 Item 19. Permitted Uses Cont. By Right: •Public School •Restaurant C •Retail Stores and Shops •Swim School •Tanning Salon •Veterinarian Clinic and/or Kennel, Indoor •Wine Bar Page 542 Item 19. Permitted Uses Cont. By Specific Use Permit: •Child Care Center, Licensed •Convenience Store w/ Gas Pumps (On Intersecting Major and Minor Thoroughfares) •Farmer’s Market (Changed from a use by right to a specific use permit per the Planning & Zoning Commission’s motion) •Meeting/Banquet/Reception Facility •Private or Parochial School •Restaurant, Drive-In •Restaurant, Drive Through Page 543 Item 19. Uses That Would Be Eliminated •Accessory Buildings •Assisted Living Facilities •Auto Laundries/Car Wash Facilities (Incidental to Primary Business Use) •Auto Parts Sales –No Outdoor Storage/Display •Automobile Parking Lots and Parking Garages •Automobile Repairs –Excluding Paint and Body Work •Bed and Breakfast •Civic Convention Center •Concrete Batching Plants (Temporary and Incidental to On-Site Construction) •Construction and Field Offices (Temporary) Page 544 Item 19. Uses That Would Be Eliminated Cont. •Convalescence Homes •Dinner Theatres •Equipment and Machinery Sales and Rental, Minor •Frozen Food Lockers (Incidental to Primary Business Use) •Golf Course and/or Country Club •Governmental and Utility Agencies, Offices, Facilities and Service Yards •Guard and Patrol Services •Homebuilder •Hospital •Independent Living Facilities Page 545 Item 19. Uses That Would Be Eliminated Cont. •Indoor Storage Facilities •Marketing Center •Mass Commuter/Transit Stations •Meat Markets (No Slaughterhouses or Packing Plants) •Municipal Buildings and Facilities •Museums, Libraries, Art Schools and Art Galleries •Nursing Homes •Parks, Playgrounds, Recreational Facilities and Community Centers •Post Office Facilities •Private Club Facilities Page 546 Item 19. Uses That Would Be Eliminated Cont. •Radio and Television Microwave Antennae/Towers (Incidental to Primary Use) •Radio and Television Studios and Broadcasting Facilities •Recycling Collection Centers •Single Family Residential •Small Engine Repairs (Under Roof and Enclosed) •Telephone Exchange •Temporary Buildings (Incidental to Primary Business Use) •Theaters –Indoors •Theatrical Centers •Tire Dealers (No Outdoor Storage) Page 547 Item 19. Uses That Would Be Eliminated Cont. •Tool and Equipment Rental Stores (No Outdoor Storage Unless Screened) •Utility Distribution Systems and Facilities •Warehousing Facilities (Incidental to Primary Business Use) •Water Treatment Facilities Page 548 Item 19. Page 549 Item 19. Architectural Standards Building Materials: •Clay Fired Brick •Granite •Marble •Stone (Natural, Precast, or Manufactured) •Stucco (Three-Coat) •Non-Masonry Materials (Max. of 20%) •Other Materials as Approved by Director of Development Services Page 550 Item 19. Page 551 Item 19. Landscaping Previous Regulations (Planned Development-14) Proposed Regulations (Development Standards) Adjacent to Thoroughfares Easement: 30’(Legacy Drive) 25’(First Street) Plantings: One large tree,three-inch caliper minimum,every 30 linear feet. Fifteen shrubs,five-gallon minimum,every 30 linear feet. Easement: 30’(Legacy Drive) 25’(First Street) Plantings: One large tree,three-inch caliper minimum,every 30 linear feet. Fifteen shrubs,five-gallon minimum,every 30 linear feet. Adjacent to Commercial Development Buffer: 5’ Plantings: One small tree every 15 linear feet. One shrub,five-gallon minimum,every 15 linear feet. Buffer: 5’ Plantings: One small tree every 15 linear feet. One shrub,five-gallon minimum,every 15 linear feet. Adjacent to Residential Development Buffer: 15’ Plantings: One large tree,three-inch caliper minimum,every 30 linear feet. Buffer: 15’ Plantings: One large tree,three-inch caliper minimum,every 30 linear feet. Page 552 Item 19. Screening Residential Adjacency: •Six-foot (6’) masonry wall required adjacent to residential development. Page 553 Item 19. Page 554 Item 19. Noticing Notices: •Friday, July 25th Citizen Response: •None Page 555 Item 19. Staff Recommendation Recommendation: •Approval •Elimination of many undesirable uses by right. •Requirement of some uses previously allowed by right to be by Specific Use Permit. •Development Agreement that ensures building materials. Page 556 Item 19. P&Z Recommendation Motion: •Approval (7-0) subject to the following conditions: •“Farmer’s Market” use permitted by Specific Use Permit rather than by right. •A minimum of ten percent (10%) of the entire development to be usable open space. •A minimum of three of the five listed amenities to be provided in the development. •Gazebos or Pergolas •Public Art Installations •Seating Areas with Shade Structures •Stone Terracing and Low Masonry Seating Walls •Water Features (Fountains or Naturalized Stream Banks) Page 557 Item 19. Applicant Request Amend the recommendations made by the Planning & Zoning Commission regarding the following items: •Recommendation: A minimum of ten percent (10%) of the entire development to be usable open space. •Request: Each individual lot to have a minimum of seven to ten percent (7% –10%) of open space. •Recommendation: A minimum of three of the five listed amenities to be provided in the development. •Request: Each individual lot to provide one of the listed amenities. Page 558 Item 19.