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Home My WebLink About11-04-24 - Community Development Board - Agendas & Packet MaterialsA. Call to Order - 6:00 pm B. Disclosures C. Changes to the Agenda D. Public Service Announcements E. Approval of Minutes E.1 Approval of Minutes(Sagstetter) F. Consent Items F.1 Turnrow Subdivision Preliminary Plat application to subdivide three lots zoned REMU into a THE COMMUNITY DEVELOPMENT BOARD OF BOZEMAN, MONTANA CDB AGENDA Monday, November 4, 2024 General information about the Community Development Board is available in our Laserfiche repository. If you are interested in commenting in writing on items on the agenda please send an email to comments@bozeman.net or by visiting the Public Comment Page prior to 12:00pm on the day of the meeting. At the direction of the City Commission, anonymous public comments are not distributed to the Board or staff. Public comments will also be accepted in-person and through video conference during the appropriate agenda items. As always, the meeting will be streamed through the Commission's video page and available in the City on cable channel 190. For more information please contact Chris Saunders, csaunders@bozeman.net This meeting will be held both in-person and also using an online video conferencing system. You can join this meeting: Via Video Conference: Click the Register link, enter the required information, and click submit. Click Join Now to enter the meeting. Via Phone: This is for listening only if you cannot watch the stream, channel 190, or attend in- person United States Toll +1 346 248 7799 Access code: 954 6079 2484 Approve. 1 major subdivision for residential, commercial, park, and open space uses. 146 buildable lots along the east side of the property are proposed with the phase 1 development that totals 15.22 acres. 20 restricted development lots will require additional subdivision review to west of Phase 1 and total 83.53 acres. Generally located southwest of the corner of East Valley Center Road and Davis Lane. Â Application 23366 (Quasi-Judicial)(Garber) G. Public Comments on Non-agenda Items Falling within the Purview and Jurisdiction of the Board H. Action Items H.1 FY26-30 Transportation Impact Fee Capital Improvement Plan (Ross) H.2 Staff Recommendations for Water and Wastewater Impact Fee Capital Improvement Projects (CIP) for Fiscal Years 2026-2030(Kohtz) H.3 Recommend approval of the 2024 Wastewater Collection System Facility Plan Update â€“ Public Hearing(Kohtz) I. FYI/Discussions I.1 Upcoming scheduled events for the update to the Unified Development Code, Chapter 38, Bozeman Municipal Code(Saunders) I.2 Upcoming Items for the November 18, 2024, Community Development Board Meeting.(Saunders) J. Adjournment This is the time to comment on any non-agenda matter falling within the scope of the Community Development Board. There will also be time in conjunction with each agenda item for public comment relating to that item but you may only speak once per topic. Please note, the Community Development Board cannot take action on any item which does not appear on the agenda. All persons addressing the Community Development Board shall speak in a civil and courteous manner and members of the audience shall be respectful of others. Please state your name, and state whether you are a resident of the city or a property owner within the city in an audible tone of voice for the record and limit your comments to three minutes. General public comments to the Board can be found in their Laserfiche repository folder. Information only, no action required. Information only, no action required. This board generally meets the first and third Monday of the month from 6:00 pm to 8:00 pm. City Board meetings are open to all members of the public. If you have a disability that requires assistance, please contact our ADA Coordinator, David Arnado, at 406.582.3232. 2 Memorandum REPORT TO:Community Development Board FROM:Sam Sagstetter - Community Development Technician III SUBJECT:Approval of Minutes MEETING DATE:November 4, 2024 AGENDA ITEM TYPE:Community Development - Legislative RECOMMENDATION:Approve. STRATEGIC PLAN:1.1 Outreach: Continue to strengthen and innovate in how we deliver information to the community and our partners. BACKGROUND:None. UNRESOLVED ISSUES:None. ALTERNATIVES:Approve with corrections. FISCAL EFFECTS:None. Attachments: 102124 CDB Minutes.pdf Report compiled on: October 23, 2024 3 Bozeman Community Development Meeting Minutes, 10/21/24 Page 1 of 3 THE COMMUNITY DEVELOPMENT MEETING OF BOZEMAN, MONTANA MINUTES October 21, 2024 Present: Nicole Olmstead, Henry Happel, Jennifer Madgic, Jason Delmue, Mark Egge Excused: Padden Guy Murphy, Chris Egnatz, Ben Lloyd 00:01:26 General information about the Community Development Board is available in our Laserfiche repository. A) 00:02:09 Call to Order - 6:00 pm B) 00:02:58 Disclosures C) 00:03:06 Changes to the Agenda D) 00:03:10 Approval of Minutes D.1 00:03:10 Approval of September 9th, 2024 and October 7th, 2024 Community Development Board Meeting minutes. 09092024 CDB Minutes.pdf 100724 CDB Mintues.pdf 00:03:31 Motion to approve Approve. Jennifer Madgic: Motion Mark Egge: 2nd 00:04:12 Vote on the Motion to approve Approve. The Motion carried 5 - 0. Approve: Nicole Olmstead Henry Happel Jennifer Madgic 4 Bozeman Community Development Meeting Minutes, 10/21/24 Page 2 of 3 Jason Delmue Mark Egge Disapprove: None E) 00:04:25 Action Items E.1 00:04:28 Bozeman Landmark Project, application 22388, Work Session on Initial Guidance Report Bozeman Initial Guidance Report_100824.pdf 00:05:35 Planner Sarah Rosenberg presents to the board. 02:36:00 Emily Talago provides public comment. 02:42:10 Alison Sweeny provides public comment. 02:45:37 Daniel Cardy provides public comment. 02:48:50 Marcia Kaveney provides public comment. E.2 03:05:47 Recommendation to City Commission Regarding Fire/EMS Impact Fees Annual Capital Improvement Program for FY 26-30 FD Impact Fees FY26-30.pdf 03:11:27 Motion to approve I move to recommend approval of the Fire/EMS impact fee capital improvement program as presented. Mark Egge: Motion Jennifer Madgic: 2nd 03:11:42 Vote on the Motion to approve I move to recommend approval of the Fire/EMS impact fee capital improvement program as presented. The Motion carried 5 - 0. Approve: Nicole Olmstead Henry Happel Jennifer Madgic Jason Delmue Mark Egge Disapprove: None 03:05:55 Fire Chief Josh Waldo presents to the board. F) 03:11:47 Special Presentations F.1 03:12:42 2024 Wastewater Collection System Facility Plan Update Introductory Overview 5 Bozeman Community Development Meeting Minutes, 10/21/24 Page 3 of 3 Wastewater Facility Plan Executive Summary 03:12:51 Engineer Lance Lehigh presents to the board. G) 04:04:51 Public Comments on Non-agenda Items Falling within the Purview and Jurisdiction of the Board 04:05:01 Alison Sweeny provides public comment. H) 04:08:27 FYI/Discussions H.1 04:08:41 Upcoming Items for the November 4, 2024, Community Development Board Meeting. I) 04:10:12 Adjournment This board generally meets the first and third Monday of the month from 6:00 pm to 8:00 pm. 6 Memorandum REPORT TO:Community Development Board FROM:Danielle Garber, Associate Planner Brian Krueger, Development Review Manager Erin George, Interim Community Development Director SUBJECT:Turnrow Subdivision Preliminary Plat application to subdivide three lots zoned REMU into a major subdivision for residential, commercial, park, and open space uses. 146 buildable lots along the east side of the property are proposed with the phase 1 development that totals 15.22 acres. 20 restricted development lots will require additional subdivision review to west of Phase 1 and total 83.53 acres. Generally located southwest of the corner of East Valley Center Road and Davis Lane. Application 23366 (Quasi-Judicial) MEETING DATE:November 4, 2024 AGENDA ITEM TYPE:Community Development - Quasi-Judicial RECOMMENDATION:Having reviewed and considered the application materials, public comment, and all the information presented, I hereby adopt the findings presented in the staff report for application 23366 and move for the Community Development Board in its capacity as the Planning Board to recommend approval of the subdivision with conditions and subject to all applicable code provisions. STRATEGIC PLAN:4.2 High Quality Urban Approach: Continue to support high-quality planning, ranging from building design to neighborhood layouts, while pursuing urban approaches to issues such as multimodal transportation, infill, density, connected trails and parks, and walkable neighborhoods. BACKGROUND: The Department of Community Development received a Preliminary Plat Application on February 8, 2024 requesting to subdivide 114.68 acres to create 146 buildable lots and 20 restricted development lots, 16 open space lots, and 2 city park lots with easements and associated right of way. The subject property is zoned REMU (Residential Emphasis Mixed Use), On September 17, 2024 the Development Review Committee (DRC) found 7 the application sufficient for continued review and recommends the conditions and code provisions identified in this report. No waivers were granted with the pre-application plan review on September 28, 2023. Please see the staff report for analysis of the review criteria. This subdivision meets the criteria for review under 76-3-616 Montana Code Annotated (MCA) - Exemption for Certain Subdivisions. This statute exempts this subdivision from the public hearing requirement. Per BMC 38.240.100 the final decision for this preliminary plat must be made within 80 working days from sufficiency, or by January 15, 2025. The City Commission meeting regarding this subdivision is scheduled for November 19, 2024. Materials in the submittal relevant to the Planning Board’s duties include: Application Documents Application Drawings The application documents folder will contain the infrastructure reports including water, sewer, stormwater, and traffic impacts, as well as documentation to demonstrate compliance with Chapter 38 including compliance with adopted standards required in BMC 38.220.060. The application drawings folder will contain the full plat set sheets 1-12, as well as the overall site plan, proposed landscaping plans, proposed utility and stormwater designs, and proposed street plans. UNRESOLVED ISSUES:None ALTERNATIVES:As recommended by the board FISCAL EFFECTS:Fiscal impacts are undetermined at this time, but will include increased property tax revenues from new development, along with increased costs to deliver municipal services to the property. Impact fees will be collected at the time of building permit issuance for individual buildings along with City sewer and water connection fees. Attachments: 23366 CDB Staff Report.pdf Report compiled on: October 30, 2024 8 23366 Staff Report for Turnrow Subdivision Page 1 of 35 23366 Turnrow Subdivision Preliminary Plat Public Meeting/Hearing Dates: Planning Board meeting will be held - Monday, November 4, 2024 at 6:00 pm. City Commission meeting will be held Tuesday, November 19, 2024 at 6:00 pm Project Description: A preliminary plat requesting to subdivide three lots zoned REMU into a major subdivision for residential, commercial, park, and open space uses. 146 buildable lots along the east side of the property are proposed with the phase 1 development that totals 15.22 acres. 20 restricted development lots will require additional subdivision review to west of Phase 1 and total 83.53 acres. Project Location: Situated in the NE ¼ of Section 27, Township 1 South, Range 5 East, Principal Meridian, City of Bozeman, Gallatin County, Montana. Addresses TBD, southwest of the corner of East Valley Center Road and Davis Lane. Northwest of the corner of Westlake Road and Davis Lane. Staff Finding: The application conforms to standards and is sufficient for approval with conditions and code provisions. Recommended Planning Board Motion: Having reviewed and considered the application materials, public comment, and all the information presented, I hereby adopt the findings presented in the staff report for application 23366 and move for the Community Development Board in its capacity as the Planning Board to recommend approval of the subdivision with conditions and subject to all applicable code provisions. Recommended City Commission Motion: Having reviewed and considered the application materials, public comment, and all the information presented, I hereby adopt the findings presented in the staff report for application 23366 and move to approve the subdivision with conditions and subject to all applicable code provisions. Report Date: October 30, 2024 Staff Contact: Danielle Garber, Senior Planner Mikaela Schultz, Project Engineer Agenda Item Type: Consent (Quasi-judicial) EXECUTIVE SUMMARY This report is based on the application materials submitted and public comment received to date. The application materials are available in the City’s Laserfiche archive and may be accessed through the Community Development viewer. 9 23366 Staff Report for Turnrow Subdivision Page 2 of 35 Unresolved Issues. There are no unresolved issues with this application. Project Summary The Department of Community Development received a Preliminary Plat Application on February 8, 2024 requesting to subdivide 114.68 acres to create 146 buildable lots and 20 restricted development lots, 16 open space lots, and 2 city park lots with easements and associated right of way. The subject property is zoned REMU (Residential Emphasis Mixed Use), Proposed land uses for the subdivision are primarily residential in the form of 1-4 household (single detached, duplex, triplex, and four-plexes) on individual lots, townhouses and rowhouses, and multi-household (multi-family). Exhibit 7 below shows proposed uses over the entire subdivision. Block 1 is intended for mixed use and commercial development and is included in phase 1. Blocks 7, 14, and 20 along Valley Center Road are proposed as multi-household and are currently restricted development lots subject to further subdivision review. 1-4 household and townhouse/rowhouse development is proposed in blocks 2, 3, 4, 5, 6, 9, and 10 with phase 1. Future phases in restricted development lots to the west of phase 1 are currently proposed as single household detached and attached (1-4 household). Development of lots within the subdivision will be subject to Bozeman Municipal Code (BMC) provisions at the time of development for REMU Zoning. Seven city park lots are proposed within the overall subdivision, with two parks proposed to be constructed with phase 1. Park 1 in phase 1 totals 2.50 acres, and Park 2 totals 1.02 acres. The sixteen (16) open space lots in phase 1 are proposed to facilitate stormwater retention, pedestrian right-of-way, block frontage, guest parking, utilities, and watercourse and wetland buffers. A park master plan is included under application document 004. Five local streets are proposed within phase 1 of the subdivision. Quicksilver Road and Gunsmoke Avenue are two north-south running local streets proposed with the subdivision. Turnrow Trail, Durango Lane, and Westlake Road are the proposed east-west running local streets. Westlake Road at the far south end and Davis Lane along the eastern boundary of the subject property are proposed as modified or custom street sections to accommodate adjacent unannexed property and the Cattail Creek watercourse. This design process was reviewed under the authority of the Director of Transportation and Engineering per BMC 38.200.010.F for modifications to the City’s street improvement standards in BMC 38.400.010. Improvements to Davis Lane and East Valley Center Road are also required and proposed with the subdivision as off-site improvements. East Valley Center Road is a Montana Department of Transportation (MDT) urban route. Design of the East Valley Center Road improvements including the phase 1 proposed approaches, future approaches, a new traffic signal at the intersection with Davis Lane, and a shared use path have been designed with input and preliminary approval from MDT which can be found under application document 011.06. This preliminary approval letter requires final 10 23366 Staff Report for Turnrow Subdivision Page 3 of 35 design and traffic mitigations prior to final approval. MDT local agency guidelines requires preliminary design approval and permitting from MDT prior to installation and final plat approval. Four (4) sub phases are proposed within the phase 1 subdivision. Exhibit 4 contains the phasing exhibit, which may also be viewed in application drawing 013. All phases, as indicated in the exhibits, depict the proposed road, alley, stormwater, utility and the on and off-site infrastructure shown in the plans to be phased. Sub phase 1.1 contains onsite and offsite infrastructure, and development of blocks 1, 3, and 6 including the block 3 park, Turnrow Trail, and portions of Gunsmoke Avenue and Quicksilver Road. Sub phase 1.2 contains block 2 and a portion of block 4, as well as portions of Gunsmoke Avenue and Durango Lane. Sub phase 1.3 includes the reminder of block 4 and portions of Durango Lane. Sub phase 1.4 is the final sub phase in phase 1 and includes the remainders of Quicksilver Road, Durango Lane, and Gunsmoke Avenue, as well as Westlake Road, and blocks 5, 9, and 10, and the remainder of block 4. Park 2 is also included in sub phase 1.4. The applicant has requested concurrent construction. All improvements must be installed prior to the issuance of a building permit for any lot within a subdivision, except when concurrent construction is an identified purpose of the initial project review and approved pursuant to the criteria established in subsection D of BMC 38.270.030. Subsection D allows lots subject to site plan review to commence with vertical construction prior to installation of required infrastructure with concurrent construction approval. Code provision 8 requires a no build restriction on any single household lots in phase 1.1 subject to sketch plan review with final plat. Lots subject to site plan review may receive building permits with a concurrent construction approval, following final site plan approval. The lot restrictions for lots subject to sketch plan review may be lifted when the subdivision infrastructure has been completed and accepted by the City per BMC 38.270.030.D.1. Two jurisdictional watercourses and their associated wetlands and irrigation facilities are impacted by the proposed subdivision. Cattail Creek crosses the northeast corner of the subject property along Valley Center Road and Davis Lane, and an unnamed tributary to Buster Gulch is in the southwest corner. A wetland delineation report is located in application documents under document 012. Because these watercourses have downstream agricultural water users, and can be classified as stream-ditches, code provision 16 requires that agricultural water user easements meeting the requirements of BMC 38.410.060.D.1 be dedicated for the Cattail Creek ditch and the southwest watercourse prior to final plat approval. Code provision 10 is also related to agricultural water user facilities and provides conditions required to be satisfied prior to culverting and other infrastructure installation. Per BMC 38.220.060.A.8 final approval of the proposed use or discontinuance of each of the ditches shown on the preliminary plat from the users must be submitted to the review engineer prior to infrastructure approval. In the accompanying infrastructure set, there are two culverts serving an irrigation ditch that crosses Davis Lane and Valley Center Road near the intersection of those two roads. The improvements over the existing culvert in Davis lane and extension of the existing culvert in Valley Center 11 23366 Staff Report for Turnrow Subdivision Page 4 of 35 Road must be approved by the ditch users. The applicant must contact the Gallatin County Conservation District, Montana Department of Environmental Quality, and U.S. Army Corps of Engineers regarding the proposed project and any required permits needed for impacting watercourses and wetlands (i.e., 310, 404, Turbidity exemption, etc.). Any required permits must be obtained by the applicant and provided to the Community Development Department prior to construction and final plat approval. The City’s wetlands consultant reviewed the aquatic resources delineation and functional assessment and found the reports to be sound with a recommended code provisions for the application to obtain the required permits prior to commencing any construction. Watercourse plantings as trees, shrubs, and native grass seed will be provided for restoration where impacts are proposed for necessary infrastructure construction. Further analysis of the is located below in the staff analysis section for Surface Water. On September 17, 2024 the Development Review Committee (DRC) found the application sufficient for continued review and recommends the conditions and code provisions identified in this report. The subdivider did not request any waivers or variances with this application. The City did not receive any written public comment on the application as of the writing of this report. The final decision for this preliminary plat must be made by January 15, 2025 or 80 working days from the sufficiency date per BMC 38.240.100 and MCA 76-3-616 for exempt subdivisions. Alternatives 1. Approve the application with the recommended conditions; 2. Approve the application with modifications to the recommended conditions; 3. Deny the application based on the Commission’s findings of non-compliance with the applicable criteria contained within the staff report; or 4. Continue the public meeting on the application, with specific direction to staff or the subdivider to supply additional information or to address specific items. 12 23366 Staff Report for Turnrow Subdivision Page 5 of 35 TABLE OF CONTENTS EXECUTIVE SUMMARY .........................................................................................................1 Unresolved Issues. ...........................................................................................................2 Project Summary .............................................................................................................2 Alternatives .....................................................................................................................4 SECTION 1 – MAP SERIES ......................................................................................................6 SECTION 2 – REQUESTED VARIANCES ............................................................................. 12 SECTION 3 – RECOMMENDED CONDITIONS OF APPROVAL ......................................... 13 SECTION 4 – CODE REQUIREMENTS ................................................................................. 13 SECTION 5 – RECOMMENDATION AND FUTURE ACTIONS ........................................... 19 SECTION 6 – STAFF ANALYSIS and findings ....................................................................... 20 Applicable Subdivision Review Criteria, Section 38.240.150.B, BMC. .......................... 20 Documentation of compliance with adopted standards 38.220.060 ................................. 25 APPENDIX A – PROJECT SITE ZONING AND GROWTH POLICY .................................... 31 APPENDIX B – DETAILED PROJECT DESCRIPTION ......................................................... 34 APPENDIX C – NOTICING AND PUBLIC COMMENT ........................................................ 35 APPENDIX D – OWNER INFORMATION AND REVIEWING STAFF ................................ 35 FISCAL EFFECTS ................................................................................................................... 35 ATTACHMENTS ..................................................................................................................... 35 13 23366 Staff Report for Turnrow Subdivision Page 6 of 35 SECTION 1 – MAP SERIES Exhibit 1 – Zoning 14 23366 Staff Report for Turnrow Subdivision Page 7 of 35 Exhibit 2 – Future Land Use Map 15 23366 Staff Report for Turnrow Subdivision Page 8 of 35 Exhibit 3 – Phase 1 Preliminary Plat (see all sheets in file) 16 23366 Staff Report for Turnrow Subdivision Page 9 of 35 Exhibit 4 – Phasing Exhibit (see all sheets in file 17 23366 Staff Report for Turnrow Subdivision Page 10 of 35 Exhibit 5 – Landscaping Plan (see all sheets in file) 18 23366 Staff Report for Turnrow Subdivision Page 11 of 35 Exhibit 6 – Parks and Open Space 19 23366 Staff Report for Turnrow Subdivision Page 12 of 35 Exhibit 7 – Land Use Plan 20 23366 Staff Report for Turnrow Subdivision Page 13 of 35 SECTION 2 – REQUESTED VARIANCES No variances are requested with this application. SECTION 3 – RECOMMENDED CONDITIONS OF APPROVAL Please note that these conditions are in addition to any required code provisions identified in this report. These conditions are specific to this project. Recommended Conditions of Approval: 1. The plat shall conform to all requirements of the Bozeman Municipal Code and the Uniform Standards for Subdivision Plats (Uniform Standards for Certificates of Survey and Subdivision Plats (24.183.1104 ARM) and shall be accompanied by all required documents, including certification from the City Engineer that as-built drawings for public improvements were received, a platting certificate, and all required and corrected certificates. The Final Plat application shall include one (1) signed reproducible copy on a 3 mil or heavier stable base polyester film (or equivalent). The Gallatin County Clerk & Recorders office has elected to continue the existing medium requirements of 1 mylar with a 1 binding margin on one side for both plats and COSs. The Clerk and Recorder will file the new Conditions of Approval sheet as the last same sized mylar sheet in the plat set 2. The applicant shall submit with the application for Final Plat review and approval, a written narrative stating how each of the conditions of preliminary plat approval and noted code provisions have been satisfactorily addressed. This narrative shall be in sufficient detail to direct the reviewer to the appropriate plat, plan, sheet, note, covenant, etc. in the submittal. SECTION 4 – CODE REQUIREMENTS 1. Sec. 38.100.080 – Compliance with regulations required. The applicant is advised that unmet code provisions, or code provisions that are not specifically listed as conditions of approval, does not, in any way, create a waiver or other relaxation of the lawful requirements of the Bozeman Municipal Code or state law. 2. Sec. 38.220.020.A – Streambed, Streambank, and/or Wetlands Permits. The applicant must contact the Gallatin County Conservation District, Montana Department of Environmental Quality, and U.S. Army Corps of Engineers regarding the proposed project and any required permits (i.e., 310, 404, Turbidity exemption, etc.). Any required permits must be obtained by the applicant and provided to the Community Development Department prior to construction and final plat approval. 3. Sec. 38.220.070.A.3 – Noxious Weeds. Prior to final plat approval, a memorandum of understanding must be entered into by the weed control district and the developer. The memorandum of understanding must be signed by the district and the developer prior to final plat approval, and a copy of the signed document must be submitted to the community development department with the application for final plat approval. 21 23366 Staff Report for Turnrow Subdivision Page 14 of 35 4. Sec. 38.220.300, 310, and 320. Property Owners’ Association. Final Property owners’ association (POA) documents including covenants must be provided with the final plat prior to being finalized and recorded. The POA documents must include the requirements of BMC 38.220.300, 310, and 320 where applicable. Additionally based on the provided documents revise and add the following. a. Any section that requires construction of sidewalks needs to match the City's one year requirement for financially guaranteeing sidewalks in BMC 38.270.060.D.2. b. Page 22 states "All building heights, encroachments, etc. are governed by the BMC and Turnrow Subdivision. Bozeman regulations in Sec. 38.530.404" this code section does not exist and must be revised. c. Pages 33 states “All landscaping must be maintained to the minimum standard stated in The City of Bozeman ordinance (36.28.100)" this code section does not exist and must be revised. d. A section addressing agricultural uses of neighboring properties must be included in the following form: "Lot owners and residents of the subdivision are informed that adjacent uses may be agricultural. Lot owners accept and are aware that standard agricultural and farming practices can result in dust, animal odors and noise, smoke, flies, and machinery noise. Standard agricultural practices feature the use of heavy equipment, chemical sprays and the use of machinery early in the morning and sometimes late into the evening." e. The applicant must provide a permanent funding source, such as the levying of assessments against all properties within the development, for alley maintenance where alleys in the development are designed to accommodate public utility lines and other infrastructure. The alleys in the proposed subdivision functioning as privately maintained public streets for the purposes of utility conveyance must provide the required documentation detailed BMC 38.400.020.A.2 prior to final plat approval. 5. Sec. 38.240.410 through 38.240.540 – Plat Certificates. The language contained in the certificates on the final plat must follow the language in the corresponding certificates in this code section. 6. Sec. 38.240.530 – Certificate of Water Related Improvements. Any well, including equipment and associated permitting, used for public irrigation must be transferred to the City or POA as applicable. A certificate of water related improvements is required per Section 38.240.530. Any financially guaranteed water related improvements agreements must include a warranty of workmanship. 7. Sec. 38.270.030.B & Sec. 38.270.030.D – Concurrent Construction. All improvements must be installed prior to the issuance of a building permit for any lot within a subdivision, except when concurrent construction is an identified purpose of the initial project review and approved pursuant to the criteria established in subsection D of this section. Concurrent construction approval is required prior to final plat approval. a. Sec. 38.270.030.D - Prior to final plat approval the concurrent construction phasing plan must be updated to include the Final Striping for East Valley Center 22 23366 Staff Report for Turnrow Subdivision Page 15 of 35 Road and the final activation of the traffic signal at the Davis Lane and Valley Center Road intersection with phase 1.1 required subdivision infrastructure. 8. Sec. 38.270.080.B – Nonfinancial securities. Lots shown on the plat that are subject to sketch plan review (building permit only) in phase 1.1 are subject to an active no build restriction. The lot restrictions may be lifted, only once the required subdivision infrastructure for each phase has been completed and accepted by the City per BMC 38.270.030.D.1.A. The city will provide a no build restriction prior to final plat approval 9. Sec. 38.270.090 – Development or Maintenance of Common Areas and Facilities by Developer and Property Owners’ Association. a. The subdivisions stormwater maintenance plan must clearly state the following condition. "The property owners association (Insert Final Property Owners Association Name as recorded in the CC&Rs) shall be responsible for the maintenance of all stormwater management facilities located outside of the public right-of-way." The approved stormwater plan must be incorporated into the property owners’ association documents and a copy of the documents demonstrating the inclusion of the stormwater maintenance plan must be provided prior to final plat approval. b. The applicant must provide a maintenance plan for the dewatering system including the maintenance plan in the property owners’ association documents prior to final plat approval. The plan must include the long-term maintenance instructions for the Properties Owners’ Association. 10. Sec. 38.360.280 – Agricultural water user facilities. Alterations to agricultural water user facilities must be approved by all owners of the facility as required under MCA 70- 17-112. Documentation of the approval must be provided for the alterations of the agricultural water user facilities prior to City infrastructure approval for the widening of Davis Lane. Additionally, with the infrastructure submittal please identify the party responsible for the maintenance of the culvert and provide a maintenance plan for the pipe. If an entity other than the Owner/POA will be responsible, written approval for the design and maintenance plan must be provided prior to scheduling of the pre-construction conference. 11. Sec. 38.400.060 and Sec. 38.400.090 – Street Improvement Standards. Access Level of Service Standards. Prior to final plat approval, the applicant must provide MDT approval for all improvements within MDT right-of-way. This includes, but not limited to, the proposed access at East Valley Center Road and Quicksilver Road, the proposed intersection improvements at East Valley Center Road and Quicksilver Road, and the proposed intersection improvements at East Valley Center Road and Davis Lane. 12. Sec. 38.400.110.A and 38.270.020.B.2.c – Transportation Pathways. The applicant must construct the Valley Center Multimodal trail with phase 1.1 improvements. The applicant may draft and submit for review, a payback agreement for the scope of work associated with the trail improvement as requested. The applicant is advised that private payback agreements that include City infrastructure must be submitted for transportation 23 23366 Staff Report for Turnrow Subdivision Page 16 of 35 and engineering department review and be presented to the City Commission for approval. 13. Sec. 38.400.070 – Street Lighting. Subdivision lighting special improvement lighting district (SILD) information shall be submitted to the City and the district formed after preliminary plat approval in hard copy and digital form. Any final plat application will not be deemed complete until the resolution to create the SILD has been approved by the City Commission. The initial adoption of the special improvement lighting district shall include the entire area of the Phase 1 preliminary plat. The approval to create or annex to an existing SILD must be granted prior to Final Plat Approval. 14. Sec. 38.400.090 - Access and Sec. 38.410.040 – Blocks. All pedestrian access easements and open space lots used to mitigate block length and provide greenway corridor lot frontage must be developed with landscaping and walkways prior to final plat approval and cannot be deferred to adjacent property owners. 15. Sec. 38.410.060. - Easements. All Easements indicated below must be provided on city standard easements templates. Drafts must be prepared for review and approval by the city. Signed hard copies of the easements must be submitted to the City prior final plat approval. The applicant may contact the review engineer to receive standard templates. a. The final plat must provide all necessary utility easements and they must be described, dimensioned and shown on each subdivision block of the final plat in their true and correct location. b. The applicant must submit for review and approval all easements which designate space for public or private utilities that are not in the designated pubic right of way, including but not limited to, the Water and Sewer pipeline easements designated in the commercial space of Block 1, and Storm Water detention system U-1 storm drainage easement. All such easements applicable to the spatial orientation of utilities on the plat, which are not in public right of way, must be reviewed, approved, executed by applicable owners and the City Commission, and filed with the County Clerk and Recorders office prior to final plat approval. c. A public right of way utility occupancy permit must be executed for the 15-storm drain conveyance pipe connected to storm drain detention facility U-2 that crosses the public water and sewer pipeline easement in the common open space. The encroachment permit agreement must be approved and executed prior to final plat approval. d. All roads on the preliminary plat showing as future right of way must be dedicated as easements and must be reviewed, approved, executed by applicable owners, and the City Commission, and filed with the County Clerk and Recorders office prior to phase 1.1 final plat approval. e. The applicant must establish easements or another perpetual control (agreement) to prevent encroachment or disruption of drainage ways or facilities. Please provide reference to an access easement on the preliminary plat for maintenance of storm drainage detention facility U-2 as summarized in the Storm Water Design Report. The facility U-2 will be maintained by the POA and access must be ensured as well as encroachment avoided for this facility by means of an easement. 24 23366 Staff Report for Turnrow Subdivision Page 17 of 35 16. Sec. 38.410.060.D – Easements for agricultural water user facilities. An agricultural water user easement meeting the requirement of 38.410.060.D.1. must be dedicated for Cattail Creek and the un-named tributary of Buster Gulch prior to final plat approval and notice stating that the easements are subject to the requirements of Section 70-17-112, MCA restricting interference with canal or ditch easements and that irrigation works are subject to Section 85-7-2211 and 85-7-2212, MCA regarding duties and liability, per 38.410.060.D.6. The notice must include language to assure the duties are binding upon all successors in interest and remain in effect until such time that the agricultural water user facility is abandoned in accordance with the requirements of Montana Law or alternative requirements are agreed to in writing by all applicable parties. The easements must be prepared as documents separate from the final plat but may be referenced on a final plat. a. The developer's professional engineer must certify, prior to infrastructure approval for the widening of Davis Lane and provide the certification with the final plat application materials, that the water entering and exiting the realigned or relocated agricultural water user facility is the same quality and amount of water that entered or exited the facility 17. Sec. 38.410.070.A. – Municipal Water, Sanitary Sewer, and Storm Sewer System. a. The HDR valley center lift station design report defines the need for the installation of a section of sewer force main in Block 1 for the Valley Center lift station. Approval of the final plat for phase 1.1 is contingent on the installation of a section of the force main for the Valley Center lift station as shown in the concurrent construction phasing plan. b. Prior to the approval of future phases of the Turnrow preliminary plat, the Valley Center Lift Station improvements must be complete and operational to service all lots that are not in the Phase 1.1-1.4 gravity drainage footprint. 18. Sec. 38.410.130 - Water Adequacy. Per section 6 of the Annexation Agreement for the subject property, any useful water rights including 41H-30153494 and Farmers Canal shares, must be transferred to the City. The transferred rights will be used to offset the development's estimated demand. A water rights transfer agreement will need to be finalized and executed prior to final plat approval. a. The applicant is advised that since the issuance of the pre-determination letter, the DNRC has changed its policy and applicants may no longer rely on pre- determination. The DNRC will analyze projects to determine whether they may be permitted at the time of filing of the Notice of Completion of Groundwater Development (DNRC 602 Form). Establishment of the water right for wells servicing public lands must be demonstrated and transfer completed prior to full acceptance by the City. 19. Sec. 38.420.020 – Park area requirements, Sec. 38.420.030 – Cash donation in-lieu of land dedication, and Sec. 38.420.080 – Park Development. a. Cash-in-lieu of land dedication value is currently $2.65/sf. Final cash-in-lieu value established at time of final plat approval. The applicant must update the 25 23366 Staff Report for Turnrow Subdivision Page 18 of 35 parkland tracking table to reflect the appraisal value in effect at the time of final plat application. b. A final park master plan and construction drawings are required prior to requesting a preconstruction meeting and commencing park construction. c. A preconstruction meeting with the Park Division is required prior to any site work. Applicants must provide the most recent park plans with revisions red-lined and request meeting at least 30 days prior to commencement of parkland construction. d. The following note must be added the final plat: Snow removal from sidewalks within parks that serve as primary egress from private lots is the responsibility of the property owners’ association e. Easements for trails within open space parcels must include agreement to utilize citywide wayfinding and allow parks staff to install and/or repair wayfinding. f. To ensure coordination when parks are being created by a multiphase development, the entire parkland dedication must be accomplished at the time of the initial phase of the development. If necessary, this may be accomplished through the grant of public access easements during later phases. 20. Sec. 38.550.060 – Landscaping and irrigation performance and design standards. Compliance with the most recent version of the City of Bozeman Landscape and Irrigation Performance and Design Standards Manual is required pursuant to this division and chapter 40, article 2 of this Code. The applicant must demonstrate compliance with final landscaping drawings per Sec. 38.220.070. a. “City of Bozeman Landscape and Irrigation Performance and Design Standards Manual" -3.2.2 - "Required Elements of the Landscape Design Plan for Preliminary Plat" - Item 6) AND 3.2.1 - "Parking Lot Requirements" AND 3.2.1 - "Tree Requirements Outside of Parking Lots and Boulevards" -Item 7) d) L000 contains a table showing the required and proposed number of trees. Boulevards and parking lots, such as the one in O.S. 10, must follow parking lot tree requirements instead of the manual's tree requirements. Trees in boulevards and parking lots do not count towards the manual's required number of trees. Boulevards and parking lot areas are exempt from the square footage used to calculate the number of required trees. Update the table to show the required and provided number of trees in applicable open spaces at the final plat or prior to installation (whichever occurs first) submittal. b. "City of Bozeman Landscape and Irrigation Performance and Design Standards Manual" - 3.3.1 - "Sprinklers/Overhead Irrigation" - Item 6). Overhead spray irrigation is prohibited in areas less than eight feet wide. Open Spaces 6-10 and 12-15 all have areas under 8' wide that are irrigated by overhead spray. Remove overhead irrigation from these areas and propose an alternative irrigation method or adjust the site layout to accommodate overhead irrigation at the final plat or prior to installation (whichever occurs first) submittal. 26 23366 Staff Report for Turnrow Subdivision Page 19 of 35 c. "City of Bozeman Landscape and Irrigation Performance and Design Standards Manual" -3.3.2 - "Required Elements of the Irrigation System Design Plan for Preliminary Plat" - Item 6) i). L602 - Note 10 calls out a weather/moisture sensor. This information is missing on the plan. Include the sensor location on the plan at the final plat or prior to installation (whichever occurs first) submittal. d. "City of Bozeman Landscape and Irrigation Performance and Design Standards Manual" -3.3.2 - "Required Elements of the Irrigation System Design Plan for Preliminary Plat" - Item 3). Include assumed static pressure of wells at the final plat or prior to installation (whichever occurs first) submittal. e. "City of Bozeman Landscape and Irrigation Performance and Design Standards Manual" - 3.1.3. Prior to commencing any work, the applicant must contact the Water Conservation Division to schedule a pre-installation meeting. f. "City of Bozeman Landscape and Irrigation Performance and Design Standards Manual" - 3.2.2 - "Required Elements of the Landscape Design Plan for Final Plat and Site Plan" - and 3.3.3 - "Required Elements of the Irrigation System Design Plan for Final Plat or Site Plan". A landscape and irrigation plan(s) following the requirements of these sections must be submitted and approved by the Water Conservation Division at final plat or prior to installation (whichever occurs first). 21. Sec. 38.550.070 – Landscaping of Public Lands. The developer must at the time of initial development install landscaping, boulevard trees and an irrigation system in city rights-of-way boulevard strips and medians along all collector or arterial streets and all streets adjacent to parks or open space areas prior to final plat approval. Prior to installing landscaping in these areas, the developer must submit a landscaping and irrigation plan to the city for review and approval. The landscape and irrigation plan must be prepared by a qualified landscaping professional meeting the requirements of this division 38.550. a. State rights-of-way. Landscaping must be installed along state rights-of-way, in the same manner described in this section prior to final plat approval, provided that the state department of transportation has reviewed and approved the proposed landscaping plan. Maintenance of landscaping installed within the boulevard portion of the state right-of-way is the responsibility of adjacent property owners unless a different responsibility is established by the encroachment permit. 22. Sec. 38.600.150 – Floodplain analysis. The Flood Hazard Evaluation must be provided with the infrastructure plan submittal, and updated as needed to reflect changes or refinements to the proposed subdivision and infrastructure grading to ensure compliance with the BMC 38.600 prior to final plat approval. SECTION 5 – RECOMMENDATION AND FUTURE ACTIONS The Development Review Committee (DRC) determined the application was sufficient for continued review and recommended approval with conditions on September 17, 2024. Planning Board meeting will be held - Monday, November 4, 2024 at 6:00 pm. 27 23366 Staff Report for Turnrow Subdivision Page 20 of 35 City Commission meeting will be held Tuesday, November 19, 2024 at 6:00 pm SECTION 6 – STAFF ANALYSIS AND FINDINGS Analysis and resulting recommendations are based on the entirety of the application materials, municipal codes, standards, plans, public comment, and all other materials available during the review period. Collectively this information is the record of the review. The analysis in this report is a summary of the completed review. Applicable Subdivision Review Criteria, Section 38.240.150.B, BMC. In considering applications for subdivision approval under this title, the advisory boards and City Commission shall consider the following: 1) Compliance with the survey requirements of Part 4 of the Montana Subdivision and Platting Act The preliminary plat was prepared in accordance with the surveying and monumentation requirements of the Montana Subdivision and Platting Act by a Professional Engineer registered in the State of Montana. As noted in the code requirements, the final plat must comply with State statute, Administrative Rules of Montana, and the Bozeman Municipal Code. 2) Compliance with the local subdivision regulations provided for in Part 5 of the Montana Subdivision and Platting Act The final plat must comply with the standards identified and referenced in the Bozeman Municipal Code. The subdivider is advised that unmet code provisions, or code provisions not specifically listed as a condition of approval, do not, in any way, create a waiver or other relaxation of the lawful requirements of the Bozeman Municipal Code or State law. Sections 3 and 4 of this report identify conditions and code provisions necessary to meet all municipal standards. The listed code requirements address necessary documentation and compliance with standards. Therefore, upon satisfaction of all conditions and code corrections the subdivision will comply with the subdivision regulations. 3) Compliance with the local subdivision review procedures provided for in Part 6 of the Montana Subdivision and Platting Act The Bozeman Planning Board public meeting and City Commission public hearings were properly noticed in accordance with the Bozeman Municipal Code. Based on the recommendation of the Development Review Committee (DRC) and other applicable review agencies, as well as any public testimony received on the matter, the City Commission will make the final decision on the subdivider’s request. Review of this subdivision was conducted under the terms of 76-3-616 MCA as authorized in 38.240.100. The Department of Community Development received a preliminary plat application on February 8, 2024. The DRC reviewed the preliminary plat application and determined the 28 23366 Staff Report for Turnrow Subdivision Page 21 of 35 submittal did not contained detailed, supporting information that was sufficient to allow for the continued review of the proposed subdivision. A revised application was received on May 13, 2024. The DRC determined the application was still not adequate for continued review. A revised application was received on August 16, 2024. The DRC determined the application was adequate for continued review September 17, 2024 and recommended conditions of approval and the code corrections for the staff report. The applicant posted public notice on the subject property on October 9, 2024. The applicant sent public notice to all landowners of record within 200-feet of the subject property via first class mail, on October 9, 2024. Per notes included the applicants public notice declaration form, contact information was not able to be obtained for the adjacent Valley Center Subdivision Park parcel since the property owners’ association is not currently active. The applicant provided details for three individuals that reside or own property in the Valley Center Subdivision and outreach was conducted in lieu of mailing a notice for the park space. The individual responsible for maintenance of the park on a volunteer basis will be provided a public notice. No public comment had been received on this application as of the writing of this report. On October 30, 2024 a major subdivision staff report was completed and forwarded with a recommendation of conditional approval for consideration to the Planning Board. 4) Compliance with Chapter 38, BMC and other relevant regulations Community Development staff and the DRC reviewed the preliminary plat against all applicable regulations and the application complies with the BMC and all other relevant regulations with conditions and code corrections. This report includes Conditions of Approval and required code provisions as recommended by the DRC for consideration by the City Commission to complete the application processing for final plat approval. All municipal water and sewer facilities will conform to the regulations outlined by the Montana Department of Environmental Quality and the requirements of the Design Standards and Specifications Policy (DSSP) and the City of Bozeman Modifications to Montana Public Works Standard Specifications. Water/sewer – The subdivision will not significantly burden city water and sewer infrastructure with the recommended conditions of approval and code provisions. Document 016 contains the preliminary design report for water systems improvements in the proposed subdivision, stamped by a professional engineer licensed in the State of Montana. This report was reviewed by the Engineering Division for compliance with state and local Public Works Standard Specifications, the City’s design standards, the City of Bozeman Water Facility Plan, and the City of Bozeman Fire Service Line Standard and found to meet with code provisions the City’s review requirements. Per the design report, “there is adequate volume and pressure to supply domestic and fire service for all buildings in the proposed development.” Final plans and specifications will be prepared and reviewed after action on the preliminary plat. The proposed design will tie into a single existing water main in Davis Lane to create a looped distribution system within the 29 23366 Staff Report for Turnrow Subdivision Page 22 of 35 development. The water design report contains an analysis for phased improvements starting with phase 1.1 through phase 1.4 to ensure adequate service with phased construction. Through the subdivision review process the applicant has proposed several alley sections that will contain either a single public utility or both water and sewer mains. Due to the requirement for a utility line to be no more than 9 feet from the edge of the easement or less than 10 feet from a parallel utility line, the alley widths fluctuate from 20 and 30 feet to accommodate the presence this utility infrastructure. Code provision 4e requires funding and maintenance of all alleys that contain public utilities by the property owners’ association. Since the alleys are functioning as local streets for the purposes of utility conveyance, this code provision also requires a hold harmless and indemnification agreement and a perpetual legal instrument, acknowledging that the city will not assume dedication and maintenance of the alleys due to the presence of the private utilities per BMC 38.400.020.A.2. Code provision 17 contains requirements for the water and sanitary sewer systems including the construction of a force main through block 1 for the Valley Center Lift Station and general lift station improvements required prior to final plat. Code provision 18 requires the applicant offset estimated water demand prior to final plat approval per subsection D of BMC 38.410.130. Per this section, the application may either transfer water rights into city ownership that are appurtenant to the land being developed or as acceptable to the city, provide payment of cash-in-lieu of water rights at a rate established by the most recent City Commission resolution, or a combination of both. This project was annexed into City limits in 2022 under the Silo Annexation and Zone Map Amendment, application 21442. The annexation agreement for the subject property located in the City’s online document repository here, states “the Landowner must transfer any water rights that exist for this property to the City of Bozeman prior to development that the City of Bozeman determines are useful for City purposes. If insufficient water rights exist, the Landowner must pay cash in lieu of water rights, in any amount determined by the Director of Public Service, prior to development. Easements - The final plat must provide and depict all necessary utilities and required utility easements. Code provision 15 requires that all easements, existing and proposed, must be accurately depicted and addressed on the final plat and in the final plat application. Public utilities will be located within dedicated street right of ways and within alleys. The applicant must submit for review and approval all easements, which designate space for public or private utilities that are not in the designated pubic right of way. Additional required easements include public drainage easements for all stormwater facilities located on private property, and an agricultural water user’s easement to ensure maintenance access for all downstream agricultural water users. All easements must be provided using the City’s standard language. Ten-foot front yard utility easements are depicted on the preliminary plat and are proposed to be granted with the final plat in accordance with standards. An existing public access easement, recorded under document 2791403 with the Gallatin County Clerk and Recorder, provides the necessary right-of-way for the public to utilize the Valley Center multimodal trail required in code provision 12 to be constructed with phase 1.1 improvements. Copies of additional existing easements are required to be provided with the final plat application. 30 23366 Staff Report for Turnrow Subdivision Page 23 of 35 Parks – The applicant proposes to meet Park and Recreation requirements through a combination of parkland dedication and improvements-in-lieu (ILLP) of dedication. Park and Recreation requirements using a net residential land area of 9.79 acres and maximum dedication of 12 dwelling units per acre (8 du as land dedication and 4 du as CILP/ILLP) result in an initial requirement of 2.35 acres of land dedication with an additional 1.18 acres of land equivalent as cash-in-lieu/improvements-in-lieu. The appplicant proposes 2.56 acres of parkland dedication with 0.97 acres of adjusted land equivalent as improvements-in-lieu. Phase 1 parkland dedication consists of two parkland areas, as shown in application drawing 046 for the Sheet L 000 – Site Plan and the Turnrow Subdivision Park Master Plan. Park 1 improvements include a pavilion for neighborhood events and performances, lawn and picnic space, two pickle ball and two half- basketball courts, and pathways. Park 2 will feature picnic areas and a recreational trail. There are code provisions, listed as code provisions 19(a)-(f). Provision 19a requires the applicant to update the cash-in-lieu (CILP) value accordingly at final plat application. This provision ensures the CILP values used to determine IILP improvement values is based on the most recent up to date evaluation. 19b requires a final park master plan and construction drawings prior to requesting a preconstruction meeting. 19c requires a preconstruction meeting with the Parks Division prior to commencement of parkland construction. These two provisions will help the applicant to follow the correct construction process with the City. Provision 19d requires a note on the plat that the property owners’ association is responsible for snow removal where lots will front on the park and primary egress from private lots will be within the park. This provision ensures maintenance of lot frontage sidewalks does not become a burden to the Parks Department. Provision 19e requires that easements for trails located within open space parcels must include the citywide wayfinding signage and allow Parks staff to install and/or repair wayfinding signs. This provision will help connect the proposed trails to citywide park infrastructure with consistent signage and directions for users. Provision 19f allows the department to coordinate overall parkland dedication for multiphase developments. Future park areas currently located in restricted lots 1-20 are depicted in Exhibit 6. The proposed park master plan meets the required parkland dedication and improvement standards with conditions and code provisions. The Parks Department reviewed the parkland proposal for consistency with the park master plan for Turnrow Subdivision, adjacent park master plans, and area sub-plans. Stormwater – A preliminary stormwater design report was prepared by a professional engineer with Morrison Maierle and is located under application document 018. The subdivision will construct stormwater control facilities to conform to municipal code and design standards Code provision 9 details required development or maintenance of common areas and facilities to be maintained by the property owners’ association. 9a requires the property owners’ association to maintain all stormwater facilities outside of the public right-of-way and incorporate a maintenance plan into the association documents prior to final plat approval. This will ensure the proper maintenance of necessary stormwater infrastructure as the subdivision is developed and occupied. An associated plat note is provided on preliminary pat sheet 012 to notify future 31 23366 Staff Report for Turnrow Subdivision Page 24 of 35 property owners of the property owners’ association requirements for ongoing maintenance of these stormwater facilities. Agricultural water user facility – The applicant provided documentation of downstream agricultural water users and notification, in accordance with BMC 38.360.280, was provided to those users with this preliminary plat application. There are two surface water facilities, which are classified as both natural streams and ditches used to convey water for agricultural uses, or “stream-ditches,” that cross the subject property. Cattail Creek has an adjacent irrigation ditch at the northeast corner of the proposed subdivision and is the primary facility to be impacted with this application that is linked to agricultural water use, due to the development of block 1 in phase 1 and the required expansion of Davis Lane and associated intersection and pedestrian infrastructure. The facility at the southwest corner of the development, known as an un-named tributary of Buster Gulch, is to be placed within park and open space areas and no relocation or changes to that facility are proposed at this time. Any impacts to the southwest facility are required to be identified with subsequent subdivision review required to develop the restricted lots adjacent to that stream-ditch. Individual users, as well as the Board of Directors for Farmers Canal were provided notification of the proposed impacts to both stream/ditches including the expansion of Davis Lane along Cattail Creek. An agricultural water user’s easement must be provided per code provision 16. The easements must be prepared as documents separate from the final plat but may be referenced on the final plat. Per code provision 10, Alterations to agricultural water user facilities must be approved by all owners of the facility as required under MCA 70-17-112. Documentation of the approval must be provided for the alterations of the agricultural water user facilities prior to City infrastructure approval for the widening of Davis Lane. Additionally, with the infrastructure submittal the applicant must identify the party responsible for the maintenance of the culvert and provide a maintenance plan for the pipe. If an entity other than the Owner/POA will be responsible, written approval for the design and maintenance plan must be provided prior to scheduling of the pre-construction conference for infrastructure improvements. The developer's professional engineer must certify, prior to final plat approval, that the water entering and exiting the realigned or relocated agricultural water user facility is the same quality and amount of water that entered or exited the facility prior to realignment or relocation. These code provisions are required to ensure that downstream agricultural water users are not impacted, and appropriate access for maintenance is provided per state law. Police/Fire – The City of Bozeman’s Police and Fire emergency response area includes this subject property. The subdivision does not impact the City’s ability to provide emergency services to the subject property. The necessary addresses will be provided to enable 911 response to individual parcels prior to recording of the final plat. For lots subject to site plan review, addressing will be provided following the plan review process, and are dependent on the design and arrangement of buildings. Fire protection standards require installation of fire hydrants at designated spacing to ensure adequate protection. 32 23366 Staff Report for Turnrow Subdivision Page 25 of 35 5) The provision of easements to and within the subdivision for the location and installation of any necessary utilities The final plat will provide and depict all necessary utilities and required utility easements. Code requirement 16 requires that all easements, existing and proposed, must be accurately depicted and addressed on the final plat and in the final plat application. Public utilities are generally located within dedicated street and alley right of ways. Easements for future roadways and parks within restricted lot areas are required prior to final plat approval. 6) The provision of legal and physical access to each parcel within the subdivision and the notation of that access on the applicable plat and any instrument transferring the parcel The final plat will provide legal and physical access to each parcel within the subdivision. All of the proposed lots in phase 1 will have frontage on public streets, or frontage on an improved alley and a greenway corridor or trail corridor with public access, as allowed in BMC 38.400.090. Application document 03.01 depicts how alley and greenway frontage will function. Restricted lots 1-20 located beyond phase 1, that are not yet provided legal and physical access, are subject to further subdivision review prior to building permit issuance. Documentation of compliance with adopted standards 38.220.060 The Development Review Committee (DRC) completed a subdivision pre-application plan review on September 28, 2023 and no variances were requested. No waivers were granted during pre-application review. Staff offers the following summary comments on the documents required with Article 38.220.060, BMC. 38.220.060.A.1 – Surface water The subject property is bound to northeast by Cattail Creek and an unnamed stream-ditch along the southwest and west boundary, as classified by the Gallatin County Conservation District, and their associated wetlands. Both surface water features contain water year-round. Cattail Creek, its adjacent irrigation ditch, and associated wetlands are proposed for alterations to accommodate the Davis Lane road expansion, expansion of the Davis Lane and East Valley Center Road intersection, stormwater treatment and maintenance access, and required bike and pedestrian infrastructure. A wetland delineation report dated November 9, 2023 was provided by Morrison- Maierle and reviewed by the city’s wetland consultant TerraQuatic. Per the wetland delineation, the subject property contains 2,480 linear feet of waterway and 0.39 acres of palustrine emergent wetlands. 1,010 linear feet of Cattail creek “traverses the northeast corner of the project area” and contains 0.09 acres of fringe wetlands. The unnamed tributary of Buster Gulch is in the southwest corner of the property and has historically been used for irrigation of the subject property. This unnamed tributary contains 0.30 acres of fringe wetlands. No alterations to the southwest stream-ditch are proposed at this time. TerraQuatic provided a list of corrections for their aquatic resources analysis of the wetland and watercourse information presented in letters provided to the applicant dated January 10, 2024, 33 23366 Staff Report for Turnrow Subdivision Page 26 of 35 February 26, 2024, June 10, 2024, and July 25, 2024 as revisions to their application were reviewed. Initial review in January and February focused on submittal requirements and required information for their wetland delineation and wildlife reports. Applicant responses to that letter are located in application document 014.01. Because final impacts to Cattail Creek, its adjacent irrigation ditch, and associated wetlands area are subject to final infrastructure review design, which will occur following the preliminary plat review, the applicant cannot provide exact impacts with this application. It is known that Cattail Creek is currently conveyed under Davis Lane “via an existing 36” culvert beneath Davis Lane at the northeast portion of the property” according to application document 015.01. After the stream crosses the northeast portion of the property, it is “conveyed into the Montana Department of Transportation’s (MDT) right-of-way (ROW) for East Valley Center Road. Once in the MDT ROW, it is channelized and runs northwest beneath an existing access approach to Valley Center Road via an existing 60” culvert. After this access approach culvert, the creek continues northwest within MDT’s ROW prior to being conveyed beneath Valley Center via two 60” diameter culverts.” Alterations to Cattail Creek and the adjacent irrigation ditch are proposed to accommodate the widening of Davis Lane to a 3-lane section, and a redesign of the Davis Lane and Valley Center Rd. intersection. The applicant proposes culverts where roads are proposed to be expanded and new drive accesses and shared use paths propose to cross the stream and the irrigation ditch. The applicant has proposed culverts with fish resting structures near the midpoints of the culverts, and an embedded design to “function more naturally for aquatic organisms per guidance from the Montana Fish, Wildlife, and Parks.” The June 10, 2024 review letter from Terraquatic identified a potential agricultural wetland swale running north-south through the subject property and originating at the south end of the property. The applicant investigated Terraquatic’s findings in a technical memo dated July 2024 from Morrison Maierle, which can be found in application document 014.03. The resulting field analysis of soils, vegetation, and ground water concluded, “The targeted investigation area does not meet USACE’s criteria to be considered a wetland.” These results were accepted in the July 25, 2024 letter from Terraquatic. The wetland impacts are under the purview of the U.S. Army Corps of Engineers. The applicant intends to submit, “Joint Application for Proposed Work in Montana’s Streams, Wetlands, Floodplains, and other Water Bodies.” Code provision 2 requires the applicant obtain required permits from the Gallatin County Conservation District, Montana Department of Environmental Quality, and the U.S. Army Corps of Engineers regarding the proposed project. These permits must be applied during infrastructure review and provided prior to construction and final plat approval. Water course plantings as trees, shrubs, and native grass seed will be provided for restoration and meet BMC 38.410.100. Per code provision 10, Alterations to agricultural water user facilities must be approved by all owners of the facility as required under MCA 70-17-112. Documentation of the approval must 34 23366 Staff Report for Turnrow Subdivision Page 27 of 35 be provided for the alterations of the agricultural water user facilities prior to City infrastructure approval for the widening of Davis Lane. An agricultural water user’s easement must be provided per code provision 16. The developer's professional engineer must certify, prior to infrastructure approval for the widening of Davis Lane and provide the certification with the final plat application materials, that the water entering and exiting the realigned or relocated agricultural water user facility is the same quality and amount of water that entered or exited the facility 38.220.060.A.2 - Floodplains A flood hazard evaluation report completed by Morrison Maierle, stamped and signed by a professional engineer, was provided in application document 015 and is dated March, 2024. The report details a study of a 100-year flood event completed for Cattail Creek due to the proximity to the proposed phase 1 subdivision and the proposed alterations to accommodate transportation infrastructure. Simulation models for a flood event were provided for existing and proposed conditions, with only existing conditions considered for the southwest stream-ditch known as an unnamed tributary of Buster Gulch. The resulting flood hazards were evaluated by the Engineering Division against code requirements contained in BMC 38.600. The resulting hazard was found to meet BMC 38.600.050. No land deemed to be subject to flooding is proposed to be developed for new buildings, and no additional flood mitigation is required or proposed for the phase 1 subdivision. The applicant is required to update the flood hazard evaluation report as needed to reflect changes or refinements to the proposed subdivision and infrastructure grading to ensure compliance with the BMC 38.600 prior to final plat approval. 38.220.060.A.3 - Groundwater A groundwater investigation was completed May 2021 to August 2021 and provided in the Preliminary Stormwater Design Report by Morrison Maierle and was stamped and signed by a professional engineer. This is located in application document 018. The report found that groundwater levels “experience seasonal variations but are generally relatively deep.” Storm treatment structures were designed to be located above seasonal high ground water levels which will ensure adequate “treatment volumes as required.” This report was evaluated by the Engineering Division against code requirements in Chapter 38 and engineering design manuals and was found to meet standards. No groundwater hazards to future residents or structures was identified by staff, and no code provisions related to groundwater have been provided. 38.220.060.A.4 - Geology, Soils and Slopes This subdivision will not significantly impact the geology, soils or slopes. No significant geological features or slopes exist on the site. A geotechnical investigation report was provided by Rawhide Engineering Inc. and has been stamped and signed by a professional engineer registered in the State of Montana and reviewed by the Engineering Division for compliance with City standards. 35 23366 Staff Report for Turnrow Subdivision Page 28 of 35 38.220.060.A.5 - Vegetation This subdivision will not significantly impact vegetation. No critical plant communities identified on site. 38.220.060.A.6 - Wildlife This subdivision will not significantly impact wildlife. There are no known critical habitats on the property or observed or mapped threatened or endangered species. The property is bound by East Valley Center Road, Interstate 90, and industrial development to the north, agricultural uses to the south, subdivided residential development to the west, and mixed residential and commercial development to the east. The aquatic resources on the property have been impacted by agricultural crop production and are used for irrigation water supply. The applicant provided a technical memo from Morrison Maierle, prepared environmental by scientists originally dated February 8, 2023, and updated October 2023 and July 2024. 38.220.060.A.7 - Agriculture This subdivision will not impact agriculture. The site is historically used for irrigated crops and most recently planted with malt barley per the applicant’s submittal. No continuance of agricultural activities is proposed as the subdivision is developed through current and future phasing. The subject property is designated as urban neighborhood according to the 2020 Bozeman Community Plan. The area is zoned for residential, commercial, and mixed uses under the REMU zoning designation. The subject property is surrounding by unannexed residential development to the west and state highways to the north. Adjacent agricultural uses to the south require the applicant to include a section in future property owner’s association documents addressing agricultural uses of neighboring properties in the following form: "Lot owners and residents of the subdivision are informed that adjacent uses may be agricultural. Lot owners accept and are aware that standard agricultural and farming practices can result in dust, animal odors and noise, smoke, flies, and machinery noise. Standard agricultural practices feature the use of heavy equipment, chemical sprays and the use of machinery early in the morning and sometimes late into the evening." 38.220.060.A.8 - Agricultural Water User Facilities See discussion above under primary review criteria. 38.220.060.A.9 - Water and Sewer The subdivision will not significantly impact city water and sewer infrastructure. Water and sewer improvements will be designed to meet City of Bozeman Standards and State Department of Environmental Quality Standards and Regulations. Also see discussion above. 38.220.060.A.10 - Stormwater Management The subdivision will not significantly impact stormwater infrastructure. See discussion above under primary review criteria. 36 23366 Staff Report for Turnrow Subdivision Page 29 of 35 38.220.060.A.11 - Streets, Roads and Alleys The subdivision will not significantly impact the City’s street infrastructure and will provide adequate improvements to support the proposed development and nearby areas by improving adjacent principal and minor arterial streets, enhancing multi-modal transportation, and providing local street access to proposed developable lots. Five local streets are proposed within phase 1 of the subdivision. Quicksilver Road and Gunsmoke Avenue are two north-south running local streets proposed with the subdivision. Turnrow Trail, Durango Lane, and Westlake Road are the proposed east-west running local streets. Westlake Road at the far south end and Davis Lane along the eastern boundary of the subject property are proposed as modified or custom street sections to accommodate adjacent unannexed property and the Cattail Creek watercourse. This design process was reviewed under the authority of the Director of Transportation and Engineering per BMC 38.200.010.F for modifications to the City’s street improvement standards in BMC 38.400.010. Improvements to Davis Lane and East Valley Center Road are also required and proposed with the subdivision as off-site improvements. East Valley Center Road is a Montana Department of Transportation (MDT) urban route. Design of the East Valley Center Road improvements including the phase 1 proposed approaches, future approaches, a new traffic signal at the intersection with Davis Lane, and a shared use path have been designed with input and preliminary approval from MDT which can be found under application document 011.06. This preliminary approval letter requires final design and traffic mitigations prior to final approval. Code provision 11 requires final approval and permitting from MDT prior to installation and final plat approval. Phasing of infrastructure is detailed in the project narrative located under application document 001 beginning on page 9. Phase 1.1 lists required street and road improvements for concurrent construction, and required improvements prior to final plat approval that may be financially guaranteed. The narrative also lists street and road extensions required for phases 1.2-1.4. No concurrent construction infrastructure is proposed with phases 1.2-1.4 and all improvements listed will be completed prior to final plat approval except where sidewalks are located adjacent to individual lots and are the responsibility of the individual property owner at the time of purchase, and landscaping of public lands to accommodate seasonality. A Traffic Impact Study (TIS) dated April 2023, stamped and signed by a professional engineer, was provided and evaluated by the reviewing engineer for compliance with adopted design standards and code requirements. 38.220.060.A.12 – Non-Municipal Utilities The applicant has received confirmation of future service connections from Northwestern Energy, Charter, CenturyLink, and Yellowstone Fiber for the proposed subdivision. These responses are provided under application document 037.01. 37 23366 Staff Report for Turnrow Subdivision Page 30 of 35 38.220.060.A.13 - Land Use The application has provided future land use data consistent with the REMU zoning district. Proposed land uses for the subdivision are primarily residential in the form of 1-4 household (single detached, duplex, triplex, and four-plexes) on individual lots, townhouses and rowhouses, and multi-household (multi-family). Exhibit 7 shows proposed uses over the entire subdivision. Block 1 is intended for mixed use and commercial development and is included in phase 1. Blocks 7, 14, and 20 along Valley Center Road are proposed as multi-household and are currently restricted development lots subject to further subdivision review. 1-4 household and townhouse/rowhouse development is proposed in blocks 2, 3, 4, 5, 6, 9, and 10 with phase 1. Future phases in restricted development lots to the west of phase 1 are currently proposed as single household detached and attached (1-4 household). Development of lots within the subdivision will be subject to Bozeman Municipal Code (BMC) provisions at the time of development for REMU Zoning. 38.220.060.A.14 - Parks and Recreation Facilities The proposed subdivision will provide new parkland, and cash or improvements-in-lieu of parkland dedication. The proposal meets the required park dedication and improvement standards with conditions and code provisions. The Parks Department reviewed the parkland proposal also see the discussion above. 38.220.060.A.15 - Neighborhood Center Plan To provide a neighborhood focal point, all residential subdivisions that are ten net acres in size or greater, must have a neighborhood center. The neighborhood center proposed for the phase 1 subdivision is the park located in block 3 on the plat. This park is located within 600 feet from the geographic center point of the phase 1 development. Future phases of the subdivision currently platted as restricted lots will develop additional neighborhood centers with future subdivision applications. The park is proposed with street frontage on 3 sides which meets the 50-100% frontage requirement. Direct pedestrian access to the park is available via the street and sidewalk network proposed with the subdivision layout. The neighborhood center is also located adjacent to block 1 proposed with mixed and commercial uses, which may further enhance neighborhood identify with the availability of goods and services in close proximity to a public space. 38.220.060.A.16 - Lighting Plan Subdivision or street lighting is required pursuant to BMC 38.570.030. All street lights installed must use LED light heads and must conform to the City’s requirement for cut-off shields as required by the City’s specifications. A Special Improvement Lighting District (SILD) must be created prior to final plat application. Code provision 13 is related to this issue. 38 23366 Staff Report for Turnrow Subdivision Page 31 of 35 38.220.060.A.17 - Miscellaneous The proposed subdivision is not located within 200 feet of any public land access or within a delineated Wildland Urban Interface area. No health or safety hazards on-site or off-site will be created with this development. 38.220.060.A.19 - Affordable Housing This application does not rely on incentives authorized in 38.380. Therefore, no analysis is required. APPENDIX A – PROJECT SITE ZONING AND GROWTH POLICY Zoning Designation and Land Uses: The subject property is zoned REMU, Residential Emphasis Mixed Use. The intent of the REMU district is to establish areas within Bozeman that are mixed-use in character and to provide options for a variety of housing, employment, retail and neighborhood service opportunities within a new or existing neighborhood. These purposes are accomplished by: 1. Emphasizing residential as the primary use, including single household dwellings, two to four household dwellings, townhouses, and apartments. 2. Providing for a diverse array of neighborhood-scaled commercial and civic uses supporting residential. 3. Emphasizing a vertical and horizontal mix of uses in a compact and walkable neighborhood setting. 4. Promoting neighborhoods that: a. Create self-sustaining neighborhoods that will lay the foundation for healthy lifestyles; b. Support compact, walkable developments that promote balanced transportation options; c. Have residential as the majority use with a range of densities; d. Provide for a diverse array of commercial and civic uses supporting residential; e. Have residential and commercial uses mixed vertically and/or horizontally; f. Locate commercial uses within walking distance; g. Incorporate a wider range of housing types; and h. Encourage developments that exhibit the physical design characteristics of vibrant, urban, and pedestrian-oriented complete streets. 5. Providing standards and guidelines that emphasize a sense of place: a. Support or add to an existing neighborhood context; b. Enhance an existing neighborhood's sense of place and strive to make it more self-sustainable; c. Encourage a new neighborhood commercial center(s) with a unique identity and strong sense of place; 39 23366 Staff Report for Turnrow Subdivision Page 32 of 35 d. Develop commercial and mixed-use areas that are safe, comfortable, and attractive to pedestrians; and e. Reinforce the principle of streets as public places that encourage pedestrian and bicycle travel, transit, on-street parking and physical elements of complete streets. 6. Providing standards and guidelines that emphasize natural amenities: a. Preserve and integrate the natural amenities into the development; and b. Appropriately balance a hierarchy of both parks and public spaces that are within the neighborhood. 7. Providing standards and guidelines that emphasize the development of centers: a. Group uses of property to create vibrant centers; b. Where appropriate create a center within an existing neighborhood; c. Facilitate proven, market driven projects to ensure both long and short-term financial viability; d. Allow an appropriate blend of complementary mixed land uses including, but not limited to, retail, offices, commercial services, restaurants, bars, hotels, recreation and civic uses, and housing, to create economic and social vitality; e. Foster the master plan development into a mix of feasible, market driven uses; f. Emphasize the need to serve the adjacent, local neighborhood and as well as the greater Bozeman area; and g. Maximize land use efficiency by encouraging shared use parking. 8. Promoting the integration of action: a. Support existing infrastructure that is within and adjacent to REMU zones; b. Encourage thoughtfully developed master planned communities; c. Provide flexibility in the placement and design of new developments and redevelopment to anticipate changes in the marketplace; d. Provide flexibility in phasing to help ensure both long and short term financial viability for the project as a whole; 9. Providing standards and guidelines that promote sustainable design Use of this zone is appropriate for sites at least five acres in size and areas located adjacent to an existing or planned residential area to help sustain commercial uses within walking distance and a wider range of housing types. The proposed subdivision is appropriate for this zone because of the proposed pedestrian amenities, enhancement of the natural environment within parks and open spaces, and the development of a variety of lot sizes that will allow for varying densities and uses. A neighborhood commercial center is planned adjacent to a public park, which will enhance the neighborhood sense of plac. Per BMC 38.310.060.B a master site plan is required for REMU zoned properties greater than or equal to five acres in size prior to development. A master site plan application, under application number 23341 is in review with the Department of Community Development. REMU zoned properties will be required to meet all zoning criteria for this district intended to achieve the 40 23366 Staff Report for Turnrow Subdivision Page 33 of 35 purpose of the district described above including but not limited to BMC 38.310.060 – Supplemental use provisions, and BMC 38.330.020 – REMU district special standards. Adopted Growth Policy Designation: Table 4 of the Bozeman Community Plan 2020 shows the correlation between future land use map designations and implementing zoning districts. (See below for the Table) The subject property is designated as Urban Neighborhood. This category primarily includes urban density homes in a variety of types, shapes, sizes, and intensities. Large areas of any single 41 23366 Staff Report for Turnrow Subdivision Page 34 of 35 type of housing are discouraged. In limited instances, an area may develop at a lower gross density due to site constraints and/or natural features such as floodplains or steep slopes. Complementary uses such as parks, home-based occupations, fire stations, churches, schools, and some neighborhood-serving commerce provide activity centers for community gathering and services. The Urban Neighborhood designation indicates that development is expected to occur within municipal boundaries. This may require annexation prior to development. Applying a zoning district to specific parcels sets the required and allowed density. Higher density residential areas are encouraged to be, but are not required or restricted to, proximity to commercial mixed-use areas to facilitate the provision of services and employment opportunities without requiring the use of a car. This proposed subdivision is well suited to implement the Urban Neighborhood designation by providing residential and commercial development in varying building forms and intensities along two busy arterial corridors. The proposed subdivision is also planning pedestrian amenities across the park, trail, and open space system that will allow access to planned neighborhood commercial uses, and the park neighborhood center. The greater area to the east of the subdivision, within a half mile to a mile, contains a regional commercial center with access to medical treatment, shopping, groceries, and other services. Density and individual uses will be evaluated at the time of development against the REMU zoning requirements. The proposed subdivision meets the following Bozeman Community Plan 2020 goals: N-1 Support well-planned, walkable neighborhoods. N-1.5 Encourage neighborhood focal point development with functions, activities, and facilities that can be sustained over time. Maintain standards for placement of community focal points and services with new development. N-1.9 Ensure multimodal connections between adjacent developments. N-1.10 Increase connectivity between parks and neighborhoods through continued trail and sidewalk development. Prioritize closing gaps within the network. DCD-1.9 Promote mixed-use developments with access to parks, open space, and transit options. DCD 2.2 Support higher density development along main corridors and at high visibility street corners to accommodate population growth and support businesses. APPENDIX B – DETAILED PROJECT DESCRIPTION Project Background and Description A preliminary plat application by the applicant, Intrinsik Architecture, 106 E. Babcock Suite IA, Bozeman, MT 59715, representing owner Virga Capital, PO Box 1070, Bozeman, MT 59715. 42 23366 Staff Report for Turnrow Subdivision Page 35 of 35 APPENDIX C – NOTICING AND PUBLIC COMMENT Notice was provided at least 15 and not more than 45 days prior to the City Commission public meeting per BMC 38.220.420, The City scheduled public notice for this application on October 11, 2024. The applicant posted public notice on the subject property on October 9, 2024. The City sent public notice to physically adjacent landowners of record within 200-feet of the subject property via first class mail on October 10, 2024. The City did not receive any written public comment on the application as of the writing of this report. APPENDIX D – OWNER INFORMATION AND REVIEWING STAFF Owner: Virga Capital, PO Box 1070, Bozeman, MT 59715 Applicant: Intrinsik Architecture, 106 E. Babcock Suite IA, Bozeman, MT 59715 Representative: Intrinsik Architecture, 106 E. Babcock Suite IA, Bozeman, MT 59715 Report By: Danielle Garber, Associate Planner FISCAL EFFECTS Fiscal impacts are undetermined at this time, but will include increased property tax revenues from new development, along with increased costs to deliver municipal services to the property. Impact fees will be collected at the time of building permit issuance for individual buildings along with City sewer and water connection fees. ATTACHMENTS The full application and file of record can be viewed digitally at the Community Development Department at 20 E. Olive Street, Bozeman, MT 59715, as well as digitally at https://www.bozeman.net/departments/community-development/planning/project-information- portal, select the “Project Documents Folder” link and navigate to application 23366. Project documents are available at this direct link to the public Laserfiche archive for application 23366. The following documents and drawings are available in the online public archive:  Turnrow Subdivision Preliminary Plat sheets 1-12 combined (individual sheets located in the drawings folder linked above)  Phasing exhibit  Overall landscaping plan  Overall park landscaping plan  Plat Narrative  Land use  Park master plan  Overall subdivision green plan 43 Memorandum REPORT TO:Community Development Board FROM:Nicholas Ross, Director of Transportation and Engineering SUBJECT:FY26-30 Transportation Impact Fee Capital Improvement Plan MEETING DATE:November 4, 2024 AGENDA ITEM TYPE:Citizen Advisory Board/Commission RECOMMENDATION:Perform duties of the Impact Fee Advisory Committee. STRATEGIC PLAN:2.2 Infrastructure Investments: Strategically invest in infrastructure as a mechanism to encourage economic development. BACKGROUND:The city of Bozeman is required by charter to maintain an annual 5-yr Capital Improvement Plan (CIP) for all Impact Fee funds, including Transportation (Streets). The Department of Transportation and Engineering, in collaboration with the Impact Fee Manager and Finance Department, are responsible for drafting the annual plan. The Community Development Board, in their role as Impact Fee Advisory Committee, oversees the annual plan for compliance to Bozeman Municipal Code and recommends the plan for approval. Street Impact Fees are collected by the city at the time a building permit is issued and calculated such that the fees are proportional to the additional trip demand a development induces. Fees may only be used on capacity expanding street infrastructure and cannot fund any maintenance or reconstruction of existing infrastructure. The city typically pairs each Impact Fee project with a "local share" contribution from the Arterial & Collector District in order to maintain statutory compliance. Staff held a work session with the Board on August 19, 2024 to discuss policy direction for selection of Street Impact Fee projects. Staff has aligned projects with goals of infill connectivity, support of housing creation, and multimodal safety and capacity. The proposed FY26-30 Street Impact Fee CIP totals approximately $29.3 million impact fee projects. This represents an overall reduction of $47.6 million from the FY25-29 CIP. This substantial reduction is due to receiving approximately $25 million in grant funding for the Kagy Boulevard Reconstruction project and the decision not to schedule any Impact Fee projects in 2030 at this time. 44 New projects added to the CIP include completing the final portion of Oak St from 27th to 19th including signal modifications (FY29) and utilizing Impact Fees to improve capacity and safety at the intersection of Oak and Ferguson (FY26) by adding dedicated left turn lanes and protected signal phasing. One project, Babcock from 11th to 15th, has been removed from the CIP while alternative funding is sought. Conceptual design and public engagement for the current Babcock project from 15th to 19th indicates that lane addition is unlikely from 11th to 15th, therefor, the project will not have capacity-adding elements for which Impact Fees can be used. CIP Project Pages for all transportation funds have been provided for contextual review, however, the Board's review authority will be limited to Impact Fee projects. UNRESOLVED ISSUES:None ALTERNATIVES:None identified or recommended. FISCAL EFFECTS:None, funding is not obligated until annual budget approval. Attachments: FY26-30_CIP_TranspoProjectPages_CDB.pdf Report compiled on: October 22, 2024 45 DRAFT FY26-30 CIP FOR REVIEW ONLY 1 DRAFT FY26-30 CIP FOR REVIEW Street Maintenance 46 DRAFT FY26-30 CIP FOR REVIEW ONLY 2 Street Maintenance Scheduled Projects Project CodeProject Name FY26 FY27 FY28 FY29 FY30 5-Year Total STR71 Street Improvement Mill and Overlay 1,136,100$ 1,240,600$ 1,354,700$ 1,479,400$ 1,597,000$ 6,807,800$ STR40 Dump Truck W/ Plow Sander 297,400 - - - - 297,400 STR93 Snow Blower 220,000 - - - - 220,000 STR162 Routing Software 216,200 - - - - 216,200 STR139 Mini Excavator 200,000 - - - - 200,000 STR155 Flanders Mill Shared Use Path 182,300 - - - - 182,300 STR20 Annual Multimodal Improvements 158,200 150,000 150,000 150,000 150,000 758,200 STR30 Annual Median & Boulevard 125,000 125,000 125,000 125,000 125,000 625,000 STR75 Annual Pedestrian Ramp Repair 120,000 125,000 130,000 135,000 140,000 650,000 STR159 Road Weather Information System (RWIS) Stations 110,000 - - - - 110,000 STR161 Automatic Vehicle Location (AVL) Update With Dash Cams 99,200 - - - - 99,200 STR123 Light Duty Fleet Addition 80,000 - 80,000 - 170,000 330,000 STR129 Light Duty Replace 3345 80,000 - - - - 80,000 STR157 Wing Plows for Existing Trucks 60,000 60,000 - - - 120,000 STR145 Smart Paving Technology Attachment 55,000 - - - - 55,000 STR117 Annual Sidewalk Improvements 50,000 50,000 50,000 50,000 50,000 250,000 STR49 Sander Replacement 40,000 40,000 40,000 50,000 50,000 220,000 STR135 Diesel Fuel Tank & Kiosk 32,000 32,000 - - - 64,000 STR111 Paint Truck - 550,000 - - - 550,000 STR149 Loader Mounted Mill - 250,000 - - - 250,000 STR119 Tractor Truck For Trailer - 210,000 - - - 210,000 STR146 Single Drum Roller - 200,000 - - - 200,000 STR120 Side Dump Trailer - 120,000 - - - 120,000 STR130 Light Duty Replacements - 80,000 - - - 80,000 STR58 Tandem Axle Dump Trucks (2) - - 700,000 - - 700,000 STR92 Oak St Median Landscaping - - 300,000 - - 300,000 STR126 Loader - - 275,000 - - 275,000 STR136 Path Tractor with Attachments - - 230,000 - 250,000 480,000 STR142 Lift Truck for Street Lights - - - 225,000 - 225,000 STR151 Mini Loader - - - 120,000 - 120,000 STR148 Replace Sign Printer - - - 65,000 - 65,000 STR158 Trailer Mounted Vacuum Unit - - - - 45,000 45,000 Total 3,261,400$ 3,232,600$ 3,434,700$ 2,399,400$ 2,577,000$ 14,905,100$ 47 DRAFT FY26-30 CIP FOR REVIEW ONLY 3 Street Maintenance Unscheduled Projects 48 DRAFT FY26-30 CIP FOR REVIEW ONLY 4 Street Improvement Mill and Overlay (STR71) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Street Maintenance Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS None Class 4 FUNDING SOURCE(S) AMOUNT Assessment Revenue & Other $6,807,800 Total Scheduled Project Cost $6,807,800 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project represents the City’s annual funding for the mill and overlay phase of asphalt pavement maintenance. Mill and overlays are a critical component to the City’s pavement preservation program. Mill & Overlay is planned for 1.9 miles of City streets in FY26. This includes Highland from Pinecrest to Curtiss, Ferguson from Durston to Oak, and several local streets in and adjacent to the downtown core. Final locations and limits of work will be adjusted to maximize the annual allocation in each given year. These and future projects are selected based on the 2020 Pavement Condition Assessment and site visits by Streets Division and Engineering staff. All routes will be evaluated for potential low-cost Complete Streets improvements prior to completion of design. CONSEQUENCES OF DELAYING PROJECT Delays will create deferred maintenance of City street pavement assets resulting in significantly higher pavement rehabilitation costs in the future. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET FY30 estimate has been scheduled. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $1,040,400 $1,136,100 $1,240,600 $1,354,700 $1,479,400 $1,597,000 49 DRAFT FY26-30 CIP FOR REVIEW ONLY 5 Dump Truck W/ Plow Sander (STR40) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Vehicle OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $297,400 Total Scheduled Project Cost $297,400 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item funds a single axle dump truck outfitted with plow and sander. Dump trucks with plow/sander attachments are used for plowing snow and sanding intersection approaches in the winter and hauling materials to job sites the rest of the year. The Streets Division currently operates eight tandem axle plow trucks when all are in working order. The addition of this truck to the Streets Division fleet will improve all-season maintenance capacity to keep pace with growth of City infrastructure assets and will be available for use by other departments. The City will explore the possibility of an electric or hybrid unit. CONSEQUENCES OF DELAYING PROJECT Delay would risk decreased level of service to the community. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $297,400 $0 $0 $0 $0 50 DRAFT FY26-30 CIP FOR REVIEW ONLY 6 Snow Blower (STR93) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $220,000 Total Scheduled Project Cost $220,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item funds the replacement of a 10 year old large snow blower used by the Streets Division. Snow blowers are used in hauling operations of routes that do not have snow storage capacity such as Main Street and downtown alleys. Snow blowers are also required at the City’s snow storage sites in order to maximize available space. The City’s only existing snow blower is reaching the end of its useful life and must be replaced. The existing snow blower will be kept as backup capacity for situations in which this budget item is down or in use. CONSEQUENCES OF DELAYING PROJECT Without a snow blower, City staff would need to remove berms on Main Street and other high traffic areas using loaders and hand tools adding a significant amount of labor hours to clear snow after each storm. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $220,000 $0 $0 $0 $0 51 DRAFT FY26-30 CIP FOR REVIEW ONLY 7 Routing Software (STR162) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Software as a Service OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $216,200 Total Scheduled Project Cost $216,200 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item funds routing software with driver focus technology for Streets Division plow trucks and graders. Recent hiring trends have staffed the Streets Division with operators who have less experience with City infrastructure. As the City grows, operations have become more complex and it is increasingly important to have clear and accurate routes with step by step navigation. This technology will provide navigation, driver, and task-focused tracking software to drastically improve our efficiency with employees of all skill levels. In addition, this technology will improve understanding our operational completion of tasks and improve status updates to better serve our community. CONSEQUENCES OF DELAYING PROJECT Delays would force City to continue to issue paper route maps and operators to use flashlights to track where they’re at on route. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET New project added. Additional costs in FY26 will be absorbed using 2025 biennium budget savings if available, otherwise a budget amendment may be requested at a later date. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $216,200 $0 $0 $0 $0 52 DRAFT FY26-30 CIP FOR REVIEW ONLY 8 Mini Excavator (STR139) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $200,000 Total Scheduled Project Cost $200,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item funds a mini excavator for the Streets Division. The Streets Division currently shares a mini excavator with the Water and Sewer Departments. The City’s existing excavator is in use almost every day which results in scheduling issues and frequent need to rent equipment. This budget item would procure a larger unit that would be more useful for Streets Division needs and allows Water and Sewer to use the smaller unit for maneuverability in tight work areas. CONSEQUENCES OF DELAYING PROJECT Delay would force the City to continue sharing equipment, potentially leading to delays in work and/or increased operating costs from renting equipment. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET This item has been moved from FY27 to FY26 due to increased Streets Department in-house construction work requiring the additional equipment capacity. Additional costs will be absorbed using 2025 biennium budget savings if available, otherwise a budget amendment may be requested at a later date. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $200,000 $0 $0 $0 $0 53 DRAFT FY26-30 CIP FOR REVIEW ONLY 9 Flanders Mill Shared Use Path (STR155) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Street Maintenance Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 5 FUNDING SOURCE(S) AMOUNT Grant(s) & Assessment Revenue $182,300 Total Scheduled Project Cost $182,300 STRATEGIC PLAN, IF APPLICABLE 4.5 a) Enhance Non-motorized Transportation DESCRIPTION OF PROJECT This project will design and construct a missing section of 10' shared use path along the east side of Flanders Mill from Durston Rd north to Sunstone St . City has been awarded a Transportation Alternatives grant for this project with a local match of $28,410 required from the Street Maintenance Fund. Engineering is being completed in-house with Engineering Division staff and began in the summer of 2024. Construction is anticipated in FY26. The total cost of this project including prior year actuals and FY25 budget is anticipated to be $227,200. CONSEQUENCES OF DELAYING PROJECT Delay to this project would require grant funding to be returned and the project to be Unscheduled. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $44,900 $182,300 $0 $0 $0 $0 54 DRAFT FY26-30 CIP FOR REVIEW ONLY 10 Annual Multimodal Improvements (STR20) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Minimal N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $758,200 Total Scheduled Project Cost $758,200 STRATEGIC PLAN, IF APPLICABLE 4.5 Housing and Transportation Choices DESCRIPTION OF PROJECT This project provides annual funding for multimodal improvements intended to increase connectivity throughout the City and promote active transportation travel modes. Multimodal improvements completed with this funding include things like bike racks, signs, striping, crack & fog sealing, asphalt overlay, curb cuts, shared use pathways, and traffic calming. Individual improvements will be selected by City staff based on synergies with other projects, the 2017 Transportation Master Plan, and public feedback throughout the year. CONSEQUENCES OF DELAYING PROJECT Delay would remove funding for these improvements causing the City to defer critical multimodal safety improvements. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Annual funding has been increased by approximately $50,000 as requested by the Bozeman City Commission during adoption of the 2025 Biennium Budget. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $154,000 $158,200 $150,000 $150,000 $150,000 $150,000 55 DRAFT FY26-30 CIP FOR REVIEW ONLY 11 Annual Median & Boulevard (STR30) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS None Class 5 FUNDING SOURCE(S) AMOUNT Assessment Revenue $625,000 Total Scheduled Project Cost $625,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This item funds annual contractor services to assist the Streets Division with maintenance of medians and boulevards in public right-of-way. Typical work includes irrigation installation and maintenance, mowing, landscaping, and general maintenance items. CONSEQUENCES OF DELAYING PROJECT Delay in funding this item would leave the Streets Division understaffed to assume maintenance of all medians and boulevards in the public right-of-way leading to overgrown vegetation. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Annual funding estimates have been revised upward to $125,000 to account for increases in contractor pricing, growth of the City’s use of landscaping in the right-of-way, and addition of roundabouts added to list of contracted services. Additional costs in FY26 will be absorbed using 2025 biennium budget savings if available, otherwise a budget amendment may be requested at a later date. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $88,400 $125,000 $125,000 $125,000 $125,000 $125,000 56 DRAFT FY26-30 CIP FOR REVIEW ONLY 12 Annual Pedestrian Ramp Repair (STR75) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS None Class 4 FUNDING SOURCE(S) AMOUNT Assessment Revenue $650,000 Total Scheduled Project Cost $650,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project funds an annual program to continue upgrading pedestrian facilities to ADA compliance. Upgrading pedestrian facilities will allow the City to continue towards compliance with the Americans with Disabilities Act of 1990 and Section 504 of the Rehabilitation Act of 1973. CONSEQUENCES OF DELAYING PROJECT Delays will reduce the pace of coming into compliance with the Americans with Disabilities Act requirements for pedestrian ramps. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Annual funding added in FY30 reflecting an $5,000 increase to the prior-year amount to keep pace with inflation. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $115,000 $120,000 $125,000 $130,000 $135,000 $140,000 57 DRAFT FY26-30 CIP FOR REVIEW ONLY 13 Road Weather Information System (RWIS) Stations (STR159) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $110,000 Total Scheduled Project Cost $110,000 STRATEGIC PLAN, IF APPLICABLE 7.3 Best Practices, Creativity & Foresight DESCRIPTION OF PROJECT This project would fund four Road Weather Information Systems (RWIS) stations placed at the intersections of 1.) Highland and Ellis 2.) Griffin and Manley 3.) Cottonwood and Durston 4.) S.19th and Graf. RWIS technology will give Streets Division Management the ability to remotely access information on road conditions, road temperatures, and pavement surface friction. Advanced notice of weather conditions before they lead to travel impacts will allow us to be proactive in deploying Streets Division staff instead of reactive. CONSEQUENCES OF DELAYING PROJECT Delay to this project would force staff to remain dependent on dispatch for maintenance needs across City. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET New. This project is added due to challenges in recent snow years with prioritizing clearing of snow and will help optimize street safety after snow events. Additional costs will be absorbed using 2025 biennium budget savings if available, otherwise a budget amendment may be required. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $110,000 $0 $0 $0 $0 58 DRAFT FY26-30 CIP FOR REVIEW ONLY 14 Automatic Vehicle Location (AVL) Update With Dash Cams (STR161) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Software as a Service OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $99,200 Total Scheduled Project Cost $99,200 STRATEGIC PLAN, IF APPLICABLE 7.3 Best Practices, Creativity & Foresight DESCRIPTION OF PROJECT This item funds updating and increasing Streets Division Automatic Vehicle Locators from 31 vehicles and equipment to 63 units. In addition, this funding would add 43 front facing cameras to safety-critical equipment such as trucks, plows, graders, and sweepers. As our fleet grows it becomes more and more necessary to have tracking technology to optimize our operations, ensure accountability of operators, and validate our operator safety in the public right of way. Exterior facing dash cameras provide an additional amount of validation and confirmation of actions and a new ability to remotely diagnose issues that occur in our line of duty. CONSEQUENCES OF DELAYING PROJECT Delay would continue to only track half of Streets Division vehicles without video capability. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET New project added. Additional costs in FY26 will be absorbed using 2025 biennium budget savings if available, otherwise a budget amendment may be requested at a later date. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $99,200 $0 $0 $0 $0 59 DRAFT FY26-30 CIP FOR REVIEW ONLY 15 Light Duty Fleet Addition (STR123) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Vehicle OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $330,000 Total Scheduled Project Cost $330,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item funds additions to the Streets Division light duty pickup truck fleet. The current estimated cost of one vehicle is $80,000. Ability to respond to requests by citizens and transportation staff to and from jobsites requires increased mobility. Light duty trucks are easier and more efficient to drive around town than a full-size dump truck. Streets Division, including Signs & Signals, is projected to have 30 FTEs by the end of the FY25-27 staffing plan and targets one light duty vehicle per two to four FTE for purposes of efficient transport to various work sites across the city each shift. Four additions are scheduled in this Capital Plan. Total light duty fleet is projected to be 13 vehicles by FY30 including four additions in this plan. These trucks will typically require towing capacity and may not be appropriate for electric engines due to reduced payload. CONSEQUENCES OF DELAYING PROJECT Delays force City to continue to operating older, less-efficient vehicles and risks inability to serve all requests in a timely manner as City expands. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Added two additional trucks totalling $170k to FY30; no change to amounts in FY26 and FY28. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $80,000 $80,000 $0 $80,000 $0 $170,000 60 DRAFT FY26-30 CIP FOR REVIEW ONLY 16 Light Duty Replacements (STR129, STR130) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Vehicle OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $160,000 Total Scheduled Project Cost $160,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item funds replacements to the Streets Division light duty pickup truck fleet. Currently each light duty repalcement is estimated to cost $80,000. Ability to respond to requests by citizens and transportation staff to and from jobsites requires increased mobility. Light duty trucks are easier and more efficient to drive around town than a full-size dump truck. Streets Division, including Signs & Signals, is projected to have 30 FTEs by the end of the FY25-27 staffing plan and targets one light duty vehicle per two to four FTE for purposes of efficient transport to various work sites across the City each shift. Two replacements are scheduled in this Capital Plan for existing assets #3345 (2006 model) and #3666 (2013 model). Total light duty fleet is projected to be 13 vehicles by FY30 including four additions in this plan. These trucks will typically require towing capacity and may not be appropriate for electric engines due to reduced payload. CONSEQUENCES OF DELAYING PROJECT Delay would force City to continue use of less-efficient truck. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $80,000 $80,000 $0 $0 $0 61 DRAFT FY26-30 CIP FOR REVIEW ONLY 17 Wing Plows for Existing Trucks (STR157) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $120,000 Total Scheduled Project Cost $120,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item would add wing attachments to the eight Plow Trucks currently used by the Streets Division. This addition will allow an additional 6 feet of snow removal on each pass reducing the number of passes needed to clear a street. CONSEQUENCES OF DELAYING PROJECT Delays would risk inability to clear routes in a timely manner. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET New project added. Additional costs in FY26 will be absorbed using 2025 biennium budget savings if available, otherwise a budget amendment may be requested at a later date. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $60,000 $60,000 $0 $0 $0 62 DRAFT FY26-30 CIP FOR REVIEW ONLY 18 Smart Paving Technology Attachment (STR145) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $55,000 Total Scheduled Project Cost $55,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item funds technology to improve Streets Division asphalt paving ability. Streets Division staff will improve quality and efficiency of paving operations by adding this technology commonly used in industry practice. Local streets often present the challenge of slope and drainage while trying to keep a smooth surface for all forms of transportation. This item will serve to build internal paving capacity that can reduce reliance on contractors and increase service to our residents. CONSEQUENCES OF DELAYING PROJECT Delay of this item will require manual adjustments and calculations during paving operations. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $55,000 $0 $0 $0 $0 63 DRAFT FY26-30 CIP FOR REVIEW ONLY 19 Annual Sidewalk Improvements (STR117) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Unknown Class 4 FUNDING SOURCE(S) AMOUNT Assessment Revenue $250,000 Total Scheduled Project Cost $250,000 STRATEGIC PLAN, IF APPLICABLE 4.5 a) Enhance Non-motorized Transportation DESCRIPTION OF PROJECT This project funds annual sidewalk improvements to public right of way allowing for broader sidewalk repair & construction. Priority projects will be established by City staff working with the Transportation Advisory Board and public comment. This funding may also be used to supplement the City ordering in property-owner sidewalk improvements or combined with street reconstruction projects to reconstruct sidewalks at the same time. CONSEQUENCES OF DELAYING PROJECT Delay will remove the City’s only Capital funding for missing sidewalk gaps and repair needs leading to ADA compliance risk and reduced pedestrian safety. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Annual estimates added in FY26-FY30 to serve Bozeman City Commission goals addressed in the City’s ongoing Bicycle and Pedestrian Gap Analysis. Additional costs in FY26 will be absorbed using 2025 biennium budget savings if available, otherwise a budget amendment may be requested at a later date. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $50,000 $50,000 $50,000 $50,000 $50,000 64 DRAFT FY26-30 CIP FOR REVIEW ONLY 20 Sander Replacement (STR49) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $220,000 Total Scheduled Project Cost $220,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item funds street sanders on plow trucks required for adequate winter maintenance. Current City strategy is to replace each Sander on an 8-year cycle. Vehicle Maintenance rebuilds the conveyor & hydraulic system in the first four years and experience has shown that more significant structural components start to fail by the 7th year. The City currently has eight sanders, which are typically all out on the street during winter storms. Mid-winter repairs are unlikely due to time required for parts delivery and overall winter maintenance workloads. By replacing the sander every eight years we can avoid failure to one of our plow/sander units. CONSEQUENCES OF DELAYING PROJECT Failing to replace sanders on a regular basis could result in significant downtime due to maintenance and an inability to respond in a timely manner for icy conditions, which has significant safety risks. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $40,000 $40,000 $40,000 $40,000 $50,000 $50,000 65 DRAFT FY26-30 CIP FOR REVIEW ONLY 21 Diesel Fuel Tank & Kiosk (STR135) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $64,000 Total Scheduled Project Cost $64,000 STRATEGIC PLAN, IF APPLICABLE 7.3 Best Practices, Creativity & Foresight DESCRIPTION OF PROJECT This item funds facility improvements at the City shops complex. The City currently has 1500 gallons of fuel storage capacity at the City shops complex. Fuel consumption by department is currently tracked by manual data collection. Operations staff often run out of fuel and then have to fuel large equipment at retail stations which is not safe. This station would increase fuel capacity and be placed in the same location of the current tank at the Shops. This item is funded as a four-year lease with City ownership coming at the end of the 4th year. The total cost of this project including prior year actuals and FY25 budget is anticipated to be $128,000. CONSEQUENCES OF DELAYING PROJECT Delay risks running out of fuel during snowstorms. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $32,000 $32,000 $32,000 $0 $0 $0 66 DRAFT FY26-30 CIP FOR REVIEW ONLY 22 Paint Truck (STR111) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Vehicle OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Debt proceeds $550,000 Total Scheduled Project Cost $550,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This item would add a line painting truck to the Streets Division fleet. Pavement marking services are limited statewide due to contractor availability. City currently depends on the Montana Department of Transportation (MDT) for refreshment of long-line pavement markings on City streets through a shared maintenance agreement. This agreement requires City needs to be fit into MDT scheduling and Sign & Signal Divison staff are still required to assist with traffic control. MDT staffing and equipment shortages have led to reduced quality and quantity of work. This funding will allow Sign & Signal Division to perform line painting on schedule and increase capacity of work without requiring staff augmentation. CONSEQUENCES OF DELAYING PROJECT Delay would risk inability to keep pace with line painting needs resulting in reduced safety to the traveling public. Contracting these services as an alternative would significantly increase Streets Division operating costs. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Anticipated cost has increased from $250,000 to $550,000 based on latest known pricing. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $0 $550,000 $0 $0 $0 67 DRAFT FY26-30 CIP FOR REVIEW ONLY 23 Loader Mounted Mill (STR149) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $250,000 Total Scheduled Project Cost $250,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item replaces the Streets Division’s 20-year-old milling machine used for pavement maintenance. Milling machine technology has made great improvements over that time and the Streets Division is due to replace the existing mill for improved operations. CONSEQUENCES OF DELAYING PROJECT Delay would decrease level of service to the community. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $0 $250,000 $0 $0 $0 68 DRAFT FY26-30 CIP FOR REVIEW ONLY 24 Tractor Truck For Trailer (STR119) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Vehicle OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $210,000 Total Scheduled Project Cost $210,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item funds a second tractor truck to be used by the Streets Division for pulling a lowboy or side dump trailer. The tractor truck addition provides the Divison with the ability to haul three times the amount of materials and equipment leading to less trips.This increases efficiency of operations and decreases emissions. CONSEQUENCES OF DELAYING PROJECT Delays would require inefficient labor by making more trips than necessary to transport materials and equipment. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $0 $210,000 $0 $0 $0 69 DRAFT FY26-30 CIP FOR REVIEW ONLY 25 Single Drum Roller (STR146) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $200,000 Total Scheduled Project Cost $200,000 STRATEGIC PLAN, IF APPLICABLE 7.5 a) Enhance Non-motorized Transportation DESCRIPTION OF PROJECT This item funds the addition of a single drum roller to our asphalt fleet for constructing transportation paths and facilities. Base course compaction is critical to the longevity of asphalt pavements. This item will serve to build internal paving capacity that can reduce reliance on contractors and increase service to our residents. CONSEQUENCES OF DELAYING PROJECT Delay would force staff to rent equipment or fail to obtain maximum compaction before paving. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $0 $200,000 $0 $0 $0 70 DRAFT FY26-30 CIP FOR REVIEW ONLY 26 Side Dump Trailer (STR120) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $120,000 Total Scheduled Project Cost $120,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item funds a second side dump trailer to pair with STR119 Tractor Truck scheduled in FY27 for the Streets Division which will enable transportation of three times the amount of snow, materials, and sweepings compared to the current equipment. CONSEQUENCES OF DELAYING PROJECT Delays would require inefficient labor by making more trips than necessary to transport materials. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $0 $120,000 $0 $0 $0 71 DRAFT FY26-30 CIP FOR REVIEW ONLY 27 Tandem Axle Dump Trucks (2) (STR58) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Vehicle OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $700,000 Total Scheduled Project Cost $700,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item funds two new tandem axle dump trucks for all-season maintenance and construction. The Streets Division currently has eight tandem axle dump trucks which are used to plow and sand arterials & collectors, haul asphalt during paving operations, haul leaves, haul waste from camping sites, haul snow, tow equipment trailers, and perform general street maintenance. The City targets plowing and sanding by 8am after a winter storm event and can typically serve 100 miles per route. It requires eight tandem axle dump trucks to currently meet this goal. With the widening of multiple collectors & arterials and additional lane mileage added in the City, the Division has a need for larger tandem axle trucks to finish plow & sanding routines in the future. Tandem axle trucks are also able to haul twice as much asphalt as a single axle truck which cuts down on the number of trips to the asphalt plant. This truck would use renewable diesel if available CONSEQUENCES OF DELAYING PROJECT Failure to replace and increase number of tandem axle dump trucks will lead to a decline in level of service to the community. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET FY26 funding moved to FY28 to better align with timing of increases in street mileage and staff. Total anticipated expense increased by $30,000 based on latest pricing. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $0 $0 $700,000 $0 $0 72 DRAFT FY26-30 CIP FOR REVIEW ONLY 28 Oak St Median Landscaping (STR92) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Street Maintenance Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 5 FUNDING SOURCE(S) AMOUNT Assessment Revenue $300,000 Total Scheduled Project Cost $300,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will install water efficient landscaping & irrigation utilizing best management practices to reduce overall water use & maintenance associated with the median landscape. The landscaping & irrigation installed in these medians will be appropriate for harsh roadway conditions and will reduce water use, chemical weed mitigation, and maintenance associated with the landscape. These landscapes are suited to withstand drought events, reducing socio-economic impacts from the loss of outdoor landscapes. Finally, the landscape aesthetics will exemplify the beauty of drought tolerant landscapes, contribute to quality of life for Bozeman residents, and demonstrate the City's commitment to water stewardship. This project is a pertnership with the City's Water Conservation Division & Streets Division. Water efficient landscape & irrigation designs to be utilized for these medians were a deliverable from the water fund WC01 CIP project. This funding will fund only partial landscaping of Oak Str medians. Significant inflation for these services will require substantially higher funding allocation to complete work for the entirety of Oak St. CONSEQUENCES OF DELAYING PROJECT Oak Street medians will remain in their current state. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $0 $0 $300,000 $0 $0 73 DRAFT FY26-30 CIP FOR REVIEW ONLY 29 Loader (STR126) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $275,000 Total Scheduled Project Cost $275,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item funds an addition to the City’s loader fleet. Streets Division often deploys multiple crews requiring use of a loader in a given shift.This addition will give Superintendent’s more flexibility in project scheduling. CONSEQUENCES OF DELAYING PROJECT Delay would risk decreased efficiency and level of service to the community. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $250,000 $0 $0 $275,000 $0 $0 74 DRAFT FY26-30 CIP FOR REVIEW ONLY 30 Path Tractor with Attachments (STR136) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $480,000 Total Scheduled Project Cost $480,000 STRATEGIC PLAN, IF APPLICABLE 7.5 a) Enhance Non-motorized Transportation DESCRIPTION OF PROJECT This item funds two tractors sized for path and sidewalk maintenance. With the addition of many multi-modal transportation facilities and increased City Commission desire for improved maintenance, this funding would provide additional capacity to the fleet for year-round maintenance including mowing, sweeping and plowing. CONSEQUENCES OF DELAYING PROJECT Delay would risk deferring maintenance on multi-use paths. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET FY30 funding added for a second tractor in anticipation of increased path mileage. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $0 $0 $230,000 $0 $250,000 75 DRAFT FY26-30 CIP FOR REVIEW ONLY 31 Lift Truck for Street Lights (STR142) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $225,000 Total Scheduled Project Cost $225,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item funds an improved lift truck for the Sign and Signal Division. The current bucket truck in the Sign & Signal Division can't reach all luminaires in the City and is experiencing increased equipment failure. Repairs to the existing truck in FY25 took six months to complete. This new truck would include a mechanism that would also be able to stand up light and signal pole knock-downs the Division currently has to outsource to a crane company leading to delays in work in increased operational costs. CONSEQUENCES OF DELAYING PROJECT Delay would reduce level of service to the community through delayed maintenance and require the Street Division to continue contracting for crane services. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $0 $0 $0 $225,000 $0 76 DRAFT FY26-30 CIP FOR REVIEW ONLY 32 Mini Loader (STR151) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $120,000 Total Scheduled Project Cost $120,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This items funds the addition of a mini loader to the City’s equipment fleet for alternative transportation path maintenance, residential grading support, and plowing. CONSEQUENCES OF DELAYING PROJECT Delay would decrease level of service to the community. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $0 $0 $0 $120,000 $0 77 DRAFT FY26-30 CIP FOR REVIEW ONLY 33 Replace Sign Printer (STR148) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $65,000 Total Scheduled Project Cost $65,000 STRATEGIC PLAN, IF APPLICABLE 7. A High-Performance Organization DESCRIPTION OF PROJECT This item funds a replacement of the Sign & Signal Division sign printer with new technology and improved efficiency. The Division’s existing printer exceeds 10 years old and limits capacity for sign production. CONSEQUENCES OF DELAYING PROJECT Delay would risk continued down-time and inability to print signs. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $0 $0 $0 $65,000 $0 78 DRAFT FY26-30 CIP FOR REVIEW ONLY 34 Trailer Mounted Vacuum Unit (STR158) FUND DEPARTMENT PROJECT TYPE Street Maintenance Streets Equipment OPERATING IMPACT COST ESTIMATE CLASS Negligible N/A FUNDING SOURCE(S) AMOUNT Assessment Revenue $45,000 Total Scheduled Project Cost $45,000 STRATEGIC PLAN, IF APPLICABLE 7.3 Best Practices, Creativity & Foresight DESCRIPTION OF PROJECT This item funds a vacuum attachment mounted to a trailer for transport. This device will be used by the Sign & Signal Division to dig sign posts or locate utilities instead of hand digging and used by the Streets Division to clean out curb chases, remove water to prep for patching, and culvert maintenance. CONSEQUENCES OF DELAYING PROJECT Delay would decrease efficiency of service. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET New funding added in FY30. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Maintenance $0 $0 $0 $0 $0 $45,000 79 DRAFT FY26-30 CIP FOR REVIEW ONLY 35 DRAFT FY26-30 CIP FOR REVIEW Street Impact Fee 80 DRAFT FY26-30 CIP FOR REVIEW ONLY 36 Street Impact Fee Scheduled Projects Project CodeProject Name FY26 FY27 FY28 FY29 FY30 5-Year Total SIF114 Fowler Avenue Connection: Huffine to Oak 9,551,800 2,984,400 - - - 12,536,200 SIF009 Kagy: 19th to Willson 3,000,000 - - - - 3,000,000 SIF118 Babcock: 15th to 19th 2,151,100 - - - - 2,151,100 SIF112 Highland/Main Intersection Improvement 850,000 - - - - 850,000 SIF188 Oak Street Intersections 750,000 - - - - 750,000 SIF191 Stucky: 19th to Fowler - 3,225,600 3,509,600 - - 6,735,200 SIF159 Oak: 27th to 19th Widening - - - 3,250,000 - 3,250,000 Total 16,302,900$ 6,210,000$ 3,509,600$ 3,250,000$ -$ 29,272,500$ 81 DRAFT FY26-30 CIP FOR REVIEW ONLY 37 Street Impact Fee Unscheduled Projects Project Code Project Name Amount Description SIF193 Fowler: Cattail to E Valley Center $12,958,500 This project will complete construction of this section of Fowler to City standards with curb and gutter as well as sidewalks/pathways and street lighting. This project is identified in the 2017 Transportation Master Plan as MSN-11. This project is Unscheduled due to lack of funding. SIF149 Babcock: 11th to 15th 3,531,200 This project will improve Babcock from 11th to 15th. This project increases capacity directly by a left turn lane, bike lanes, and sidewalks. A payback district or Special Improvement District may be created to leverage other stakeholders. Design is planned in FY25 to align with design work on the Babcock project between 15th-19th. Right of Way acquisition and construction have been unscheduled due to funding constraints. This project is identified in the 2017 Transportation Master Plan as CMSN-9. This project has been unscheduled to consider a right-sized scope and prioritize higher needs within the Fund. SIF156 Highland/Kagy Intersection Improvement 3,260,000 This project will upgrade the intersection of Highland and Kagy. An Intersection Control Evaluation will be performed in the pre-design phase to determine feasibility of roundabout intersection control. This project is identified in the 2017 Transportation Master Plan as TSM-24. This project is Unscheduled due to lack of funding. SIF164 S 3rd: Kagy to Graf 2,445,000 This project consists of widening S 3rd from Graf to Kagy with a 3-lane urban arterial roadway. Project scope includes one travel lane in each direction, bike lanes or shared use path on each side, curb and gutter, sidewalks, and a raised median. This project also includes intersection improvements to address operational improvements for multimodal traffic. An Intersection Control Evaluation will be performed in the pre-design phase to determine feasibility of roundabout intersection control. This project is identified in the 2017 Transportation Master Plan as MSN-3 and SPOT-36. This project is Unscheduled due to lack of funding. SIF192 Fowler: Baxter to Cattail 2,300,000 This project will complete construction of this section of Fowler to City standards with curb and gutter as well as sidewalks/pathways and street lighting. This project is identified in the 2017 Transportation Master Plan as MSN-11. This project is Unscheduled due to lack of funding. SIF190 N 15th: Tschache to Baxter 1,222,500 This project will construct N 15th Avenue from the intersection with Tschache Street to the intersection with Baxter Lane to a three-lane urban collector standard. This project is identified in the 2017 Transportation Master Plan as MSN-4. This project is Unscheduled due to lack of funding. SIF169 Durston/Laurel Parkway Intersection Improvement 975,000 This project consists of operational improvements to the intersection driven by development in the vicinity. An Intersection Control Evaluation will be performed in the pre-design phase to determine feasibility of roundabout intersection control. This project is Unscheduled due to lack of funding. Total $26,692,200 82 DRAFT FY26-30 CIP FOR REVIEW ONLY 38 Fowler Avenue Connection: Huffine to Oak (SIF114) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Street Impact Fee Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Moderate Class 2 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue Assessment Revenue $12,536,200 $ 4,389,200 Total Scheduled Project Cost $16,925,400 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will complete Fowler Avenue from Huffine to Oak in four phases; North - Oak to Durston (FY26 & FY27), Middle - Durston to Babcock (FY27 & FY28), South - Babcock to Huffine (FY28), Intersection of Huffine and Fowler (Unscheduled). Project scope approved by Bozeman City Commission includes one travel lane in each direction, shared use paths, traffic signalization at Babcock, and roundabout at Durston. This project is identified in the Transportation Master Plan as MSN-13 and SPOT-39. The total cost of this project including prior year actuals and FY25 budget is anticipated to be $24,391,594. Design is now at 60%. Engineering: funded in prior fiscal years |Utilities: Sewer Wastewater Impact Fee fund|Right of Way: $8,165,358 |Construction: $14,013,474 CONSEQUENCES OF DELAYING PROJECT Delaying project will result in significant traffic on surrounding streets which is expected to continue to increase over the next five years. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Total project cost has been revised downward by approximately $2.2 million compared to the prior CIP due to unscheduling of the Huffine Intersection phase. Staff intends to work toward a cost-share agreement with Montana Department of Transportation prior to re-scheduling. The project time line has been revised to include Construction for Phase I and ROW for Phase II in FY26. Additional costs will be absorbed using 2025 biennium budget savings if available, otherwise a budget amendment may be required. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Impact Fee $5,463,600 $9,551,800 $2,984,400 $0 $0 $0 Arterial & Collector District $0 $401,700 $1,730,700 $2,256,800 $0 $0 Total $5,463,600 $9,953,500 $4,715,100 $2,256,800 $0 $0 83 DRAFT FY26-30 CIP FOR REVIEW ONLY 39 Kagy: 19th to Willson (SIF009) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Street Impact Fee Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Moderate Class 3 FUNDING SOURCE(S) AMOUNT Grant(s) & Impact Fee Revenue $3,000,000 Total Scheduled Project Cost $3,000,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will reconstruct Kagy Blvd from the intersection of S 19th to Willson including two travel lanes in each direction, turn lanes as needed, roundabouts at the intersections with S 11th S 7th, traffic signal upgrades at the intersection with Willson and 19th, a 10-foot shared-use path on both sides of the corridor, pedestrian tunnels at S 11th and S 7th, landscaping, and street lighting. This project is identified in the 2017 Transportation Master Plan as MSN-8, SPOT-1, SPOT-6, SPOT-7, and SPOT-8. The City has been awarded a $24,289,622 federal grant from the Multimodal Project Discretionary Grant (MPDG) Program. Montana Department of Transportation (MDT) will lead the project through design and construction and administer the federal grant. The City’s contribution has been reduced to $3,000,000 with payment to MDT expected in FY26. Total project cost is estimated at $31,690,000. Engineering and Inspection: $6,546,000 |Utilities: $1,306,000 |Right of Way: $2,567,000 |Construction: $20,221,000 CONSEQUENCES OF DELAYING PROJECT Kagy Boulevard is nearing vehicular capacity and does not have bike and pedestrian infrastructure on some sections of the corridor. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Budget amounts reduced to include only the City’s contribution. Timing has been revised based on updated project funding agreement with MDT after MPDG Rural grant award was received. Prior CIP assumed City would administer grant, if awarded. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Impact Fee $0 $3,000,000 $0 $0 $0 $0 84 DRAFT FY26-30 CIP FOR REVIEW ONLY 40 Babcock: 15th to 19th (SIF118) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Street Impact Fee Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 3 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue Assessment Revenue $2,151,100 $1,927,900 Total Scheduled Project Cost $4,079,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will improve Babcock from 15th to 19th including signalized intersection improvements at 19th and Babcock. This project will improve Babcock from 15th to 19th by adding a left turn lane, signal improvements at 19th, bike facilities and/or sidewalks. This project is identified in the Transportation Master Plan as CMSN-9. The total cost of this project including prior year actuals and FY25 budget is anticipated to be $6,329,600. Engineering (FY25): $690,426|Utilities (FY26): included in pipe rehab portion of utility funds|Right of Way (FY25): $1,590,000 |Construction (FY26): $4,010,500 CONSEQUENCES OF DELAYING PROJECT Increased congestion, lack of multimodal safety and connectivity. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Cost estimates have been updated based on advancement of design resulting in a $450K increase to construction cost based on recent comparable bid prices. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Impact Fee $1,967,700 $2,151,100 $0 $0 $0 $0 Arterial & Collector District $282,900 $1,927,900 $0 $0 $0 $0 Total $2,250,600 $4,079,000 $0 $0 $0 $0 85 DRAFT FY26-30 CIP FOR REVIEW ONLY 41 Highland/Main Intersection Improvement (SIF112) FUND DEPARTMENT PROJECT TYPE Street Impact Fee Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS None Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $850,000 Total Scheduled Project Cost $850,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This item is for partial reimbursement of cost for a developer-led project to install a traffic signal at Highland and Main. Bozeman City Commission approved a funding contribution of $850,000 during the Commission meeting held on November 18, 2019 and confirmed through subsequent CIP approvals. CONSEQUENCES OF DELAYING PROJECT Delay of action would take a City Commission action to undo a prior City Commission action on this item. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Impact Fee $0 $850,000 $0 $0 $0 $0 86 DRAFT FY26-30 CIP FOR REVIEW ONLY 42 Oak Street Intersections (SIF188) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Street Impact Fee Fund Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue Assessment Revenue $750,000 $150,000 Total Scheduled Project Cost $900,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT Following the completion of the Oak Street Intersections study approved in previous Capital Improvement Plans to identify, prioritize, and invest in operational improvements to intersections along the Oak St corridor west of N 27th, this item will fund construction of two specific intersection improvements recommended in the study. First, a project at the intersection of Oak and Flanders in 2025 will reduce conflicting turning movements by closing all or a portion of the Oak Street median, pending outcomes of the 2024 pilot project. Second, a project at the intersection of Oak and Ferguson in 2026 will add left turn lanes to Oak and modify the existing traffic signal for improved safety and intersection capacity. The total cost of this project including prior year actuals and FY25 budget is anticipated to be $1,050,000. CONSEQUENCES OF DELAYING PROJECT Delay operational and safety improvements to intersections in need. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Added Impact Fee contribution of $750,000 in FY26 to fund the capacity improvement at Oak and Ferguson after completion of the study phase identified the proposed solution and provided a conceptual cost estimate. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Impact Fee $0 $750,000 $0 $0 $0 $0 Arterial & Collector District $150,000 $150,000 $0 $0 $0 $0 Total $150,000 $900,000 $0 $0 $0 $0 87 DRAFT FY26-30 CIP FOR REVIEW ONLY 43 Stucky: 19th to Fowler (SIF191) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Street Impact Fee Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue Assessment Revenue $6,735,200 $2,744,700 Total Scheduled Project Cost $9,479,900 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will complete construction of Stucky Road to a City collector standard with curb and gutter as well as sidewalks/pathways and street lighting. Improvements to the signal at S 19th will be included as necessary along with widening S 19th immediately south of 19th/Stucky to complete the necessary additional traffic lane on 19th adjacent to the existing church. This project is identified in the 2017 Transportation Master Plan as MSN-16. Engineering: $2,060,600 |Utilities: water included in water fund |Right of Way: $1,500,000 |Construction: $5,849,300 CONSEQUENCES OF DELAYING PROJECT This project will support the higher capacity of vehicles, bicycles, and pedestrians anticipated due to substantial development immediately south of Stucky Road. Delaying the project could compromise safety and level of service to the community. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Total cost has been reduced by $2.5 million to account for additional right of way to be dedicated to the City as a condition of approval for new development in the area. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Impact Fee $0 $0 $3,225,600 $3,509,600 $0 $0 Arterial & Collector District $0 $0 $405,000 $2,339,700 $0 $0 Total $0 $0 $3,630,600 $5,849,300 $0 $0 88 DRAFT FY26-30 CIP FOR REVIEW ONLY 44 Oak: 27th to 19th Widening (SIF159) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Street Impact Fee Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue Assessment Revenue $3,250,000 $1,000,000 Total Scheduled Project Cost $4,250,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will widen Oak St to a 5-lane configuration that better aligns with the adjacent sections of Oak St. This project includes an eastbound lane reconfiguration & signal upgrade at N 19th. This project will create improvements to the capacity of this intersection by aligning lane configuration with the 2016 Oak St 15th to 19th project. The project will also address multimodal considerations by adding shared use path to this corner of the intersection. This project is identified in the 2017 Transportation Master Plan as TSM-16 and MSN-9. CONSEQUENCES OF DELAYING PROJECT Increased delays and reduced level-of-service at the intersection as growth continues to add demand. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET This project is combined with SIF147 Oak and 19th Intersection improvement and scheduled in five-year plan based on administrative policy to prioritize capacity and safety improvements within developed areas of the City. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Impact Fee $0 $0 $0 $0 $3,250,000 $0 Arterial & Collector District $0 $0 $0 $0 $1,000,000 $0 Total $0 $0 $0 $0 $4,250,000 $0 89 DRAFT FY26-30 CIP FOR REVIEW ONLY 45 DRAFT FY26-30 CIP FOR REVIEW Arterial & Collector District 90 DRAFT FY26-30 CIP FOR REVIEW ONLY 46 Arterial & Collector District Scheduled Projects Project CodeProject Name FY26 FY27 FY28 FY29 FY30 5-Year Total SIF157 College: 8th to 11th 2,465,800$ -$ -$ -$ -$ 2,465,800$ SIF118 Babcock: 15th to 19th 1,927,900 - - - - 1,927,900 A&C007 Shared Use Path: Valley Center Infill Sections 527,600 - - - - 527,600 A&C016 Shared Use Path: S 19th Lincoln to Kagy 432,600 - - - - 432,600 SIF114 Fowler Avenue Connection: Huffine to Oak 401,700 1,730,700 2,256,800 - - 4,389,200 SIF188 Oak Street Intersections 150,000 - - - - 150,000 A&C029 McIlhattan: Bikefill Access Improvements - 1,500,000 - - - 1,500,000 SIF191 Stucky: 19th to Fowler - 405,000 2,339,700 - - 2,744,700 SIF158 College: 11th to 19th - - 2,117,400 7,239,100 - 9,356,500 A&C001 Shared Use Paths: Citywide Improvements - - 500,000 500,000 - 1,000,000 A&C024 Shared Use Path: Frontage - - 500,000 200,000 - 700,000 SIF159 Oak: 27th to 19th Widening - - - 1,000,000 - 1,000,000 Total 5,905,600$ 3,635,700$ 7,713,900$ 8,939,100$ -$ 26,194,300$ 91 DRAFT FY26-30 CIP FOR REVIEW ONLY 47 Arterial & Collector District Unscheduled Projects Project Code Project Name Amount Description SIF195 Church: Garfield to Kagy $4,840,000 This project consists of reconstructing Church Street from the intersection with Garfield Street to Kagy Boulevard with a two-lane urban collector standard. Project scope would include one travel lane in each direction, curb and gutter, and shared use path. This project will improve the capacity of motorized vehicles as well as pedestrians and cyclists. It is possible that due to land constraints that a shared use path may not be feasible on both sides of the street. This project is identified in the 2017 Transportation Master Plan as MSN-30. This project is Unscheduled due to lack of funding. SIF194 Church: Story to Garfield 3,330,000 This project consists of reconstructing Church Street from the intersection with Story to Garfield with a two-lane urban collector standard. Project scope would include one travel lane in each direction, curb and gutter, and shared use path. This project will improve the capacity of motorized vehicles as well as pedestrians and cyclists. It is possible that due to land constraints that a shared use path may not be feasible on both sides of the street. This project is identified in the 2017 Transportation Master Plan as MSN-30. This project is Unscheduled due to lack of funding. A&C014 S 19th/Blackwood Intersection Improvement 2,445,000 This project will design and construct upgrades to the intersection of S 19th and Blackwood. Development in this area is contributing to increased demand at this intersection leading to the intersection eventually warranting traffic control. An Intersection Control Evaluation will be performed in the pre-design phase to determine feasibility of roundabout or traffic signal control. This project is Unscheduled due to lack of funding. SIF164 S 3rd: Kagy to Graf 2,445,000 This project consists of widening S 3rd from Graf to Kagy with a 3-lane urban arterial roadway. Project scope includes one travel lane in each direction, bike lanes or shared use path on each side, curb and gutter, sidewalks, and a raised median. This project also includes intersection improvements to address operational improvements for multimodal traffic. An Intersection Control Evaluation will be performed in the pre-design phase to determine feasibility of roundabout intersection control. This project is identified in the 2017 Transportation Master Plan as MSN-3 and SPOT-36. This project is Unscheduled due to lack of funding. SIF192 Fowler: Baxter to Cattail 2,300,000 This project will complete construction of this section of Fowler to a City standard with curb and gutter as well as sidewalks/pathways and street lighting. This project is identified in the 2017 Transportation Master Plan as MSN-11. This project is Unscheduled due to lack of funding. SIF149 Babcock: 11th to 15th 1,367,000 This project will improve Babcock from 11th to 15th. This project increases capacity directly by a left turn lane, bike lanes, and sidewalks. A payback district or Special Improvement District may be created to leverage other stakeholders. Design is planned in FY25 to align with design work on the Babcock project between 15th-19th. Right of Way acquisition and construction have been unscheduled due to funding constraints. This project is identified in the 2017 Transportation Master Plan as CMSN-9. This project has been unscheduled to consider a right-sized scope and prioritize higher needs within the Fund. A&C019 Huffine Lane Crossing 1,222,500 This project will construct an enhanced active transportation crossing of Huffine Lane in the area of Fowler Ave. This project is identified in the 2017 Transportation Master Plan as a grade separated crossing. This project was identified in the 2017 Transportation Master Plan as SPOT-39. This project is Unscheduled due to lack of funding. 92 DRAFT FY26-30 CIP FOR REVIEW ONLY 48 Arterial & Collector District Unscheduled Projects Continued Project Code Project Name Amount Description SIF190 N 15th: Tschache to Baxter $1,222,500 This project will construct N 15th Avenue from the intersection with Tschache Street to the intersection with Baxter Lane to a three-lane urban collector standard. This project is identified in the 2017 Transportation Master Plan as MSN-4. SIF169 Durston/Laurel Parkway Intersection Improvement 975,000 This project consists of operational improvements to the intersection driven by development in the vicinity. An Intersection Control Evaluation will be performed in the pre-design phase to determine feasibility of roundabout intersection control. SIF156 Highland/Kagy Intersection Improvement 500,000 This project will upgrade the intersection of Highland and Kagy. An Intersection Control Evaluation will be performed in the pre-design phase to determine feasibility of roundabout intersection control. This project is identified in the 2017 Transportation Master Plan as TSM-24. A&C020 Cottonwood HAWK Signal 244,500 This project will design and construct a High-Intensity Activated Crosswalk (HAWK ) signal at on Cottonwood Rd connecting Harvest Parkway and the Sports Park. Total $ 20,891,500 93 DRAFT FY26-30 CIP FOR REVIEW ONLY 49 College: 8th to 11th (SIF157) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Arterial & Collector District Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 5 FUNDING SOURCE(S) AMOUNT Assessment Revenue $2,465,800 Total Scheduled Project Cost $2,465,800 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will design and construct multimodal improvements to College between 8th and 11th. Anticipated improvements include pavement reconstruction, bicycle facilities, and pedestrian enhancements to improve connections across College. This project was identified in the 2017 Transportation Master Plan as MSN-19, SPOT-27, and BL-9. Consultant selection is anticipated in Fall of 2024 with design complete in 2025 and construction scheduled in 2026. Engineering: $665,773 Construction: $2,465,824 CONSEQUENCES OF DELAYING PROJECT Delays will prolong pedestrian safety challenges and allow pavement to deteriorate further. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Cost estimate has been revised upward by $118,700 due to updated unit costs. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Arterial & Collector District $660,400 $2,465,800 $0 $0 $0 $0 94 DRAFT FY26-30 CIP FOR REVIEW ONLY 50 Babcock: 15th to 19th (SIF118) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Arterial & Collector District Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 3 FUNDING SOURCE(S) AMOUNT Assessment Revenue Impact Fee Revenue $1,927,900 $2,151,100 Total Scheduled Project Cost $4,079,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will improve Babcock from 15th to 19th including signalized intersection improvements at 19th and Babcock. This project will improve Babcock from 15th to 19th by adding a left turn lane, signal improvements at 19th, bike facilities and/or sidewalks. This project is identified in the Transportation Master Plan as CMSN-9. The total cost of this project including prior year actuals and FY25 budget is anticipated to be $6,329,600. Engineering (FY25): $690,426 Utilities (FY26): included in pipe rehab portion of utility funds Right of Way (FY25): $1,590,000 Construction (FY26): $4,010,500 CONSEQUENCES OF DELAYING PROJECT Increased congestion, lack of multimodal safety and connectivity. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Cost estimates have been updated based on advancement of design resulting in a $450K increase to construction cost. Increases are primarily based on recent comparable bid prices. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Arterial & Collector District $282,900 $1,927,900 $0 $0 $0 $0 Street Impact Fee $1,967,700 $2,151,100 $0 $0 $0 $0 Total $2,250,600 $4,079,000 $0 $0 $0 $0 95 DRAFT FY26-30 CIP FOR REVIEW ONLY 51 Shared Use Path: Valley Center Infill Sections (A&C007) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Arterial & Collector District Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 3 FUNDING SOURCE(S) AMOUNT Grant(s) & Assessment Revenue $527,600 Total Scheduled Project Cost $527,600 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will design and construct incomplete sections of the 10-foot shared use path along E Valley Center between Catron and Catamount and along the west side of N 19th between Baxter and Rawhide Ridge. The City has been awarded Transportation Alternatives grants for this project. The local match required from the Aerterial & Collector fund is $88,938. Projects have been selected based on projected demand and were presented to the Bozeman Transportation Advisory Board for agreement. Engineering work will be performed in-house by Engineering Division staff in FY25 and construction will be performed in FY26. This project was identified in the 2017 Transportation Master Plan as SP - 27, 28, and 29. The total cost of this project including prior year actuals and FY25 budget is anticipated to be $662,800. CONSEQUENCES OF DELAYING PROJECT This project must be delivered on the timeline of funding requests for grant compliance or grant funding may be forfeited. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Arterial & Collector District $135,200 $527,600 $0 $0 $0 $0 96 DRAFT FY26-30 CIP FOR REVIEW ONLY 52 Shared Use Path: S 19th Lincoln to Kagy (A&C016) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Arterial & Collector District Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Minimal Class 5 FUNDING SOURCE(S) AMOUNT Assessment Revenue $432,600 Total Scheduled Project Cost $432,600 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will widen the existing sidewalk on the east and west sides of S 19th Ave between Lincoln St and Kagy Blvd to 10’ wide shared use paths. Scheduling of this project is based on projected demand and was supported by the Bozeman Transportation Advisory Board. This project was identified in the 2017 Transportation Master Plan as SP-6. Engineering (FY26): $54,000 Construction (FY26): $ 346,600 Construction Administration (FY26): $32,000 CONSEQUENCES OF DELAYING PROJECT The Bozeman SAFE Plan of 2023 identifies separated bicycles facilities as a priority improvement. Further need for project prioritization is requested in the next Transportation Master Plan. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Arterial & Collector District $0 $432,600 $0 $0 $0 $0 97 DRAFT FY26-30 CIP FOR REVIEW ONLY 53 Fowler Avenue Connection: Huffine to Oak (SIF114) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Street Impact Fee Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Moderate Class 2 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue Assessment Revenue $12,536,200 $ 4,389,200 Total Scheduled Project Cost $16,925,400 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will complete Fowler Avenue from Huffine to Oak in four phases; North - Oak to Durston (FY26 & FY27), Middle - Durston to Babcock (FY27 & FY28), South - Babcock to Huffine (FY28), Intersection of Huffine and Fowler (Unscheduled). Project scope approved by Bozeman City Commission includes one travel lane in each direction, shared use paths, traffic signalization at Babcock, and roundabout at Durston. This project is identified in the Transportation Master Plan as MSN-13 and SPOT-39. The total cost of this project including prior year actuals and FY25 budget is anticipated to be $24,391,594. Design is now at 60%. Engineering: funded in prior fiscal years|Utilities: Sewer Wastewater Impact Fee fund|Right of Way: $8,165,358 |Construction: $14,013,474 CONSEQUENCES OF DELAYING PROJECT Delaying project will result in significant traffic on surrounding streets which is expected to continue to increase over the next five years. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Total project cost has been revised downward by approximately $2.2 million compared to the prior CIP due to unscheduling of the Huffine Intersection phase. Staff intends to work toward a cost-share agreement with Montana Department of Transportation prior to re-scheduling. The project time line has been revised to include Construction for Phase I and ROW for Phase II in FY26. Additional costs will be absorbed using 2025 biennium budget savings if available, otherwise a budget amendment may be required. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Impact Fee $5,463,600 $9,551,800 $2,984,400 $0 $0 $0 Arterial & Collector District $0 $401,700 $1,730,700 $2,256,800 $0 $0 Total $5,463,600 $9,953,500 $4,715,100 $2,256,800 $0 $0 98 DRAFT FY26-30 CIP FOR REVIEW ONLY 54 Oak Street Intersections (SIF188) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Arterial & Collector District Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 5 FUNDING SOURCE(S) AMOUNT Assessment Revenue Impact Fee Revenue $150,000 $750,000 Total Scheduled Project Cost $900,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT Following the completion of the Oak Street Intersections study approved in previous Capital Improvement Plans to identify, prioritize, and invest in operational improvements to intersections along the Oak St corridor west of N 27th, this item will fund construction of two specific intersection improvements recommended in the study. First, a project at the intersection of Oak and Flanders in 2025 will reduce conflicting turning movements by closing all or a portion of the Oak Street median, pending outcomes of the 2024 pilot project. Second, a project at the intersection of Oak and Ferguson in 2026 will add left turn lanes to Oak and modify the existing traffic signal for improved safety and intersection capacity. The total cost of this project including prior year actuals and FY25 budget is anticipated to be $1,050,000. CONSEQUENCES OF DELAYING PROJECT Delay operational improvements to intersections in need. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Added Impact Fee contribution of $750,000 in FY26 to fund the capacity improvement at Oak and Ferguson after completion of the study phase identified the proposed solution and provided a conceptual cost estimate. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Arterial & Collector District $150,000 $150,000 $0 $0 $0 $0 Street Impact Fee $0 $750,000 $0 $0 $0 $0 Total $150,000 $900,000 $0 $0 $0 $0 99 DRAFT FY26-30 CIP FOR REVIEW ONLY 55 McIlhattan: Bikefill Access Improvements (A&C029) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Arterial & Collector District Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 4 FUNDING SOURCE(S) AMOUNT Assessment Revenue $1,500,000 Total Scheduled Project Cost $1,500,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project consists of roadway improvements to McIlhattan Road to support the future development of the Bikefill Park. Anticipated scope includes pavement construction, slope remediation, and stormwater management. Conceptual Design and cost estimate have been completed in partnership with Gallatin Valley Land Trust (GVLT). GVLT will continue leading design with approvals from City staff. Upon completion, the City will bid the construction project and assist in construction administration. CONSEQUENCES OF DELAYING PROJECT Reduction in safety induced by lack of adequate roadway and increased traffic volume due to park operations. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET This is a newly scheduled project added to support the anticipated completion of a Bikefill park. STR140 - Reconstruction of McIlhattan Rd Design has been removed from the CIP to account for design completion by GVLT. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Arterial & Collector District $0 $0 $1,500,000 $0 $0 $0 100 DRAFT FY26-30 CIP FOR REVIEW ONLY 56 Stucky: 19th to Fowler (SIF191) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Arterial & Collector District Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 5 FUNDING SOURCE(S) AMOUNT Assessment Revenue Impact Fee Revenue $2,744,700 $6,735,200 Total Scheduled Project Cost $9,479,900 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will complete construction of Stucky Rd to a City collector standard with curb and gutter as well as sidewalks/pathways and street lighting. Improvements to the signal at S 19th will be included as necessary along with widening S 19th immediately south of 19th/Stucky to complete the necessary additional traffic lane on 19th adjacent to the existing church. This project is identified in the 2017 Transportation Master Plan as MSN-16. Engineering: $2,060,600|Utilities: water utility included in water fund |Right of Way: $1,500,000|Construction: $5,849,300 CONSEQUENCES OF DELAYING PROJECT This project will support the higher capacity of vehicles, bicycles, and pedestrians anticipated due to substantial development immediately south of Stucky Road. Delaying the project could compromise safety and level of service to the community. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Total cost has been reduced by $2.5 million to account for additional right of way to be dedicated to the City as a condition of approval for new development in the area. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Arterial & Collector District $0 $0 $405,000 $2,339,700 $0 $0 Street Impact Fee $0 $0 $3,225,600 $3,509,600 $0 $0 Total $0 $0 $3,630,600 $5,849,300 $0 $0 101 DRAFT FY26-30 CIP FOR REVIEW ONLY 57 College: 11th to 19th (SIF158) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Arterial & Collector District Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Minimal Class 5 FUNDING SOURCE(S) AMOUNT Grant(s) $9,356,500 Total Scheduled Project Cost $9,356,500 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will design and reconstruct College between 11th and 19th to a three-lane urban minor arterial standard including Rectangular Rapid Flashing Beacons at 13th and 15th crossings. Anticipated improvements will upgrade the street to a City minor arterial standard including pavement reconstruction, addition of left turn lane, storm drainage, new sidewalk or shared use paths on both side of the street, and replace lighting to accommodate a wider street section. This project was identified in the 2017 Transportation Master Plan as MSN-17, SPOT-9, SPOT-10, and BL-10. Engineering: $863,400|Right of Way: $1,254,000 |Construction: $7,239,100 CONSEQUENCES OF DELAYING PROJECT Delays will prolong pedestrian safety challenges and allow pavement to deteriorate further. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Funding for this project is assumed to come from the city’s MDT Urban Route funding source following reallocation from Kagy Blvd. Bozeman City Commission and State Transportation must concur through future agreements for the project to move forward. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Arterial & Collector District $0 $0 $0 $2,117,400 $7,239,100 $0 102 DRAFT FY26-30 CIP FOR REVIEW ONLY 58 Shared Use Paths: Citywide Improvements (A&C001) FUND DEPARTMENT PROJECT TYPE Arterial & Collector District Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Minimal Class 5 FUNDING SOURCE(S) AMOUNT Assessment Revenue $1,000,000 Total Scheduled Project Cost $1,000,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This annual project allocation will serve to construct missing sections of Shared Use Path identified for prioritization through the City's upcoming Bike/Ped Gap Analysis Study and Transportation Master Plan Update. Shared Use Path projects left Unscheduled in the FY25-29 Capital Improvement Plan have been moved under this new annual project for future consideration once planning efforts are complete. CONSEQUENCES OF DELAYING PROJECT City lacks dedicated funding sources to construct standalone shared use path projects. Delays to this request will allow lack of safe, connected bicycle infrastructure to continue. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Newly scheduled project. A&C008/16/17/18/23 have been consolidated into this item. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Arterial & Collector District $0 $0 $0 $500,000 $500,000 $0 103 DRAFT FY26-30 CIP FOR REVIEW ONLY 59 Shared Use Path: Frontage (A&C024) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Arterial & Collector District Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Minimal Class 5 FUNDING SOURCE(S) AMOUNT Assessment Revenue $700,000 Total Scheduled Project Cost $700,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will construct a 10-foot shared use path along Frontage Road between Cherry River fishing access and Springhill Road. This is an initial portion of the overall Frontage Pathway from Bozeman to Belgrade, however, no County or City of Belgrade support has currently been identified to complete the path outside of city limits. Additional funding for this project is provided through a Trails, Open, Space and Parks (TOP) grant and through private fundraising identified in the top application. This project was identified in the 2017 Transportation Master Plan as SP-34. Right of Way agreements are required before this project can advance to construction. CONSEQUENCES OF DELAYING PROJECT The Bozeman SAFE Plan of 2023 identifies separated bicycles facilities as a priority improvement. Further need for project prioritization is requested in the next Transportation Master Plan. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET ROW acquisition funding has been adjusted from FY26 to FY28 in order to align with design and project construction (2029). FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Arterial & Collector District $0 $0 $0 $500,000 $200,000 $0 104 DRAFT FY26-30 CIP FOR REVIEW ONLY 60 Oak: 27th to 19th Widening (SIF159) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Arterial & Collector District Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 5 FUNDING SOURCE(S) AMOUNT Assessment Revenue Impact Fee Revenue $1,000,000 $3,250,000 Total Scheduled Project Cost $4,250,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will widen Oak St to a 5-lane configuration that better aligns with the adjacent sections of Oak St. This project includes an eastbound lane reconfiguration & signal upgrade at N 19th. This will create improvements to the capacity of this intersection by aligning lane configuration with the 2016 Oak St 15th to 19th project. The project will also address multimodal considerations by adding shared use path to this corner of the intersection. This project is identified in the 2017 Transportation Master Plan as TSM-16 and MSN-9. CONSEQUENCES OF DELAYING PROJECT Increased delays and reduced level-of-service at the intersection as growth continues to add demand. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET This project has been combined with SIF147 Oak and 19th Intersection improvement and scheduled in five-year plan based on administrative policy to prioritize capacity and safety improvements within developed areas of the city. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Arterial & Collector District $0 $0 $0 $0 $1,000,000 $0 Street Impact Fee $0 $0 $0 $0 $3,250,000 $0 Total $0 $0 $0 $0 $4,250,000 $0 105 DRAFT FY26-30 CIP FOR REVIEW ONLY 61 DRAFT FY26-30 CIP FOR REVIEW Street Reconstruction 106 DRAFT FY26-30 CIP FOR REVIEW ONLY 62 Street Reconstruction Scheduled Projects Street Reconstruction Unscheduled Projects Project Code Project Name Amount Description SCR32 W Lamme (7th to Tracy) $2,071,100 Reconstruction of West Lamme Street from 7th Avenue to Tracy Avenue including replacement of failed curb and gutters, a City standard street section, asphalt, pedestrian ramps, pavement markings and signage. This project will also include replacement of failed City utilities under the street. Utility costs are budgeted in their respective annual replacement projects including water (W03), sewer (WW07), and storm drains (STDM05). Americans with Disabilities Act (ADA) compliance and Municipal Separated Storm Sewer (MS4) compliance will be met through this project. SCR34 W Koch (4th to 8th) 1,302,200 Reconstruction of West Koch Street from 4th Avenue to 8th Avenue including replacement of failed curb and gutters, a City standard street section, asphalt, pedestrian ramps, pavement markings and signage. This project will also include replacement of failed City utilities under the street. Utility costs are budgeted in their respective annual replacement projects including water (W03), sewer (WW07), and storm drains (STDM05). Americans with Disabilities Act (ADA) compliance and Municipal Separated Storm Sewer (MS4) compliance will be met through this project. SCR31 S Grand (Olive to College) 2,101,800 Reconstruction of South Grand Avenue from Olive Street to College Street including replacement of failed curb and gutters, a City standard street section, asphalt, pedestrian ramps, pavement markings and signage. This project will also include replacement of failed City utilities under the street. Utility costs are budgeted in their respective annual replacement projects including water (W03), sewer (WW07), and storm drains (STDM05). Americans with Disabilities Act (ADA) compliance and Municipal Separated Storm Sewer (MS4) compliance will be met through this project. SCR30 N Grand (Beall to Peach) 1,769,400 Reconstruction of North Grand Avenue from Beall Street to Peach Street including replacement of failed curb and gutters, a City standard street section, asphalt, pedestrian ramps, pavement markings and signage. This project will also include replacement of failed City utilities under the street. Utility costs are budgeted in their respective annual replacement projects including water (W03), sewer (WW07), and storm drains (STDM05). Americans with Disabilities Act (ADA) compliance and Municipal Separated Storm Sewer (MS4) compliance will be met through this project. Total $7,244,500 Project CodeProject Name FY26 FY27 FY28 FY29 FY30 5-Year Total SCR01Curb Spot Repair 124,400$ 135,000$ 146,200$ 158,200$ 169,700$ 733,500$ Total 124,400$ 135,000$ 146,200$ 158,200$ 169,700$ 733,500$ 107 DRAFT FY26-30 CIP FOR REVIEW ONLY 63 Curb Spot Repair (SCR01) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Street Reconstruction Streets Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 1 FUNDING SOURCE(S) AMOUNT Assessment Revenue $733,500 Total Scheduled Project Cost $733,500 STRATEGIC PLAN, IF APPLICABLE 2.2 Infrastructure Investments DESCRIPTION OF PROJECT Curb and gutter is a critical part of the City’s street network. When a pedestrian ramp is installed, many times the adjacent curbs need to be replaced in order to get drainage to continue at the new ramp. Smaller curb repairs can be necessary rather than replacing a whole block. These repairs result in improved Stormwater control and facilitates better street sweeping. Additionally, broken curbs can be hazardous to vehicle tires. These improvements can be combined with ADA ramp replacement work and inlet replacement work. CONSEQUENCES OF DELAYING PROJECT Delays to this project will continue defering necessary maintenance. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Street Reconstruction $114,400 $124,400 $135,000 $146,200 $158,200 $169,700 108 Memorandum REPORT TO:Community Development Board FROM:Shawn Kohtz, Director of Utilities SUBJECT:Staff Recommendations for Water and Wastewater Impact Fee Capital Improvement Projects (CIP) for Fiscal Years 2026-2030 MEETING DATE:November 4, 2024 AGENDA ITEM TYPE:Citizen Advisory Board/Commission RECOMMENDATION:Staff Recommendations for Water and Wastewater Impact Fee Capital Improvement Projects (CIP) for Fiscal Years 2026-2030. STRATEGIC PLAN:2.2 Infrastructure Investments: Strategically invest in infrastructure as a mechanism to encourage economic development. BACKGROUND:City staff provide the recommendations outlined here to the Community Development Board and City Manager for Water and Wastewater Impact Fee Capital Improvement Projects (CIP) for fiscal years 2026 through 2030. The proposed FY26-30 CIP total five-year WIF & WWIF fund amounts are approximately $36.7 million and $44.6 million, respectively. Funds from the City's water and wastewater enterprise funds or from public- private partnerships will be used as appropriate to provide the non-capacity expanding "local share" portion of project funding, so the impact fee funds are used solely for capacity expanding projects. Inflationary costs in utilities construction have increased local construction costs ranging from 53% to 78% between 2019 and 2023 for water and sewer utilities, respectively. Although, construction costs in 2024 appear to have stabilized relative to prior years. Staff anticipates targeting both State and Federal infrastructure funding, largely through the Montana State Revolving Fund Loan Program, to supplement impact fees and utility rates, as the City continues to aggressively grow. The 5-yr CIP serves as a planning timeline needed by staff to know what funding sources to target and when. If additional funding support is not found, specific projects may be pushed further out or moved into the unscheduled timeframe as the 5-yr CIP progresses. Staff recommendations for the FY26-30 CIP focused on selecting projects that deliver the highest value to our residents, current and future. Projects 109 were identified on the ability to support growth and maintain a consistent level of service across the community, which helps strengthen the City's goals of affordability and housing creation. Full descriptions of the FY26-30 WIF and WWIF CIPs are provided in the Attachments titled Wastewater Impact Fee Fund and Water Impact Fee Fund. Project highlights are described as follows: Wastewater Impact Fee Projects WW129 and WW131 – Water Reclamation Facility (WRF) Base Hydraulic Phase 1 and Phase 2 upgrades: These projects are a capacity upgrade to the water reclamation facility to accommodate growth. These projects represent a majority of the proposed wastewater impact fee fund CIP. Recent cost estimates from the City’s design consultant increase these project costs by approximately $3.9 million total over last year’s CIP primarily due to concrete construction cost increases in Montana. This project is defined in the City’s Water Reclamation Facilities Plan (2023). WWIF53 – Cottonwood Road Sewer Capacity: This project will connect an existing interceptor sewer main from the intersection of Babcock and Cottonwood south across Huffine Lane allowing significant area south of Huffine to be opened to sanitary sewer service and allowing for new development in this area. This project is defined in the City’s Wastewater Collection Facilities Plan (2015), and this investment will help realize the recent investment in the Davis Lane Lift Station. This project is generally illustrated in Figure 2. This project is proposed to be moved back to fiscal year 29 (design) and fiscal year 30 (construction) from fiscal year 26 construction to accommodate a proposed higher priority project. The proposed higher priority project is titled WWIF63 – Gooch Hill Lift Station. WWIF58 – Fowler Sewer Upgrade: This project will construct sanitary sewer within the future Fowler Road corridor project constructed via the Street Impact Fee and Arterial and Collector District capital projects. This project provides the sewer to be constructed concurrent with the Fowler Road project to provide sewer capacity increase and combine project timing for the most efficient construction and least disruption to the community in the future. The existing sanitary sewer main in the Fowler alignment is approaching capacity due to growth impacting the line. The project is defined in the City’s Wastewater Collection Facilities Plan. WWIF63 – Gooch Hill Lift Station: This project consists of a new sewer pump “lift” station in the northwest corner of the community as defined in the City’s Wastewater Collection Facility Plan. This lift station would provide sewer service to approximately 2,000 acres of land as a first project phase with a buildout service area of approximately 5,000 acres with subsequent phases. Recently proposed annexations totaling approximately 580 acres of land 110 consisting of multiple properties would be served by this lift station. Also, development proposed to annex in the service area of this lift station is anticipated to have a public-private partnership contribution to support initial project cost with cost recovery by development using impact fee credits. Without the lift station, there is no sewer service to the far northwest corner of the community. Given the proposed annexations, this project is recommended to be prioritized over WWIF53 – Cottonwood Road Sewer Capacity with design in fiscal years 2026 and 2027 followed by construction in fiscal year 2028. Subsequently, the Cottonwood Road Sewer Capacity project is proposed moved back in the CIP. WWIF138 – MSU Interceptor Improvements: Old sanitary sewer mains serving MSU as well as the core of the City south of Main Street must be upgraded to provide increased capacity and reliability of existing service. This project accommodates growth at MSU, infill development south of Main Street, and growth immediately south of MSU. WWIF20 – N Frontage Interceptor: This project consists of increasing capacity by constructing parallel sewer main along much of the existing sewer route along the frontage road north of the freeway. This interceptor serves the central, east, and south portions of the City including MSU. Staff are closely monitoring this interceptor to determine exact timeframe to upgrade the sewer. If the project can be pushed back in the CIP in order to delay the project expense, pending ongoing flow monitoring, it will be moved back in future CIPs. This project is defined in the City’s Wastewater Collection Facility Plan. WWIF44 – WRF Interceptor: This project consists of upgrading the capacity of the sewer pipe in Springhill Road from the frontage road to the Water Reclamation Facility. This pipe serves the entire City. Similar to WWIF20, staff are closely monitoring this interceptor to determine exact timeframe to upgrade the sewer. If the project can be pushed back in the CIP in order to delay the project expense, pending ongoing flow monitoring, it will be moved back in future CIPs. This project is defined in the City’s Wastewater Collection Facility Plan. Other projects: The remaining projects in the wastewater impact fee CIP consist of pipe oversizing payments where developers are required to oversize pipe to accommodate future development per the City’s Wastewater Collection Facility Plan. In those cases, the City reimburses the developer for costs beyond the minimum required installation to serve a development. Other projects also include several small pipe capacity projects that are recommended by the draft Wastewater Collection Facility Plan Update (2024). Water Impact Fee Projects WIF33 – Municipal Test Well & Mitigation System Exploration Program: This project consists of planning, design, and drilling for a municipal test well exploration program to drill test wells at various 111 locations in and around the City, informed by previous groundwater investigation phase work, to incrementally develop a municipal groundwater supply that eventually achieves the groundwater target contained in the Integrated Water Resources Plan. WIF32 – Municipal Groundwater Public Water Supply & Mitigation System Infrastructure: This project consists of obtaining land in fee or easement, design, and construction of a municipal public water supply well and attendant infrastructure to connect the municipal well as part of the City's overall municipal water supply system. This project is contingent on successful test well drilling defined in Project WIF33. This project is aligned with the City’s Integrated Water Resources Plan. WIF59 – Western Transmission Main/New South Pressure Zone: This project is identified as the Western Transmission Main in the 2017 Water Facility Plan and would result in a new water pressure zone on the south side of current city limits and allow for water service to this area. Funding in the 5-year plan would be for Phase 1 design and construction, with subsequent phases funded outside of the 5-year window of the CIP; although, there is currently a study underway to better define project options and phasing that may result in lower phase 1 costs. Phase 1 consists of new transmission main running on the hydraulic grade line from the sourdough water treatment plant tank to connect to the southwestern edge of the existing distribution network (S. 19th and Graf Street) to serve future anticipated growth. WIF60 – West Sourdough Reservoir #1: This project is identified as 5125 west Sourdough Reservoir 1 within the City's Water Facility Plan and consists of planning, design, and construction of a new 5 million- gallon gravity fed ground storage reservoir to the south/southwest of the City, which would tie into the west water transmission main - phase 1 (WIF59) and serve the existing City water distribution system. Budget in FY29 is for planning, design, and land or easement acquisition. There is currently a study underway to further define the timing for this infrastructure. WIF68 – Stucky Water Improvements: Construct a water main in Stucky Road concurrent with the S. 19th to Fowler Ave street impact fee project. Other projects: The remaining projects in the water impact fee CIP consist of pipe oversizing payments where developers are required to oversize pipe to accommodate future development per the City’s Water Facility Plan. In those cases, the City reimburses the developer for costs beyond the minimum required installation to serve a development. UNRESOLVED ISSUES:None ALTERNATIVES:As recommended by the Board. FISCAL EFFECTS:The fiscal effects of each project proposed in the CIP are provided in the attached documents. 112 Attachments: Utilities Project Pages-CDB Report compiled on: October 23, 2024 113 1 Water Impact Fee Fund 114 2 Water Impact Fee Fund Scheduled Projects Water Impact Fee Fund Unscheduled Projects Project Code Project Name Amount Description WIF63 Sourdough Membrane WTP Expansion $28,000,000 This project consists of a new capital construction project to increase the capacity of the Sourdough Water Treatment Plant to 36 million-gallons-per-day. The original plant was constructed to a capacity of 22 million-gallons-per-day, with features that allow for expansion of the plant. The need for this expansion project will be determined by future availability of water rights and other water supply projects that may offset demand at the facility. WIF66 Davis Lane Water Improvement 240,000 This project consists of design and construction of a new 16-inch water main in Davis Lane from Baxter Lane to Cattail Street per recommendations in the Water Facility Plan Update (FP_1484). Total $28,240,000 Project Code Project Name FY26 FY27 FY28 FY29 FY30 5-Year Total WIF33 Municipal Test Well & Mitigation System Exploration Program 750,000$ -$ -$ -$ -$ 750,000$ WIF67 Urban Farm Water and PRV Oversizing 210,000$ 242,000$ -$ -$ -$ 452,000 WIF69 Turnrow Subdivsion Water Main and PRV Oversizing 145,000$ -$ 305,000$ -$ 300,000$ 750,000 WIF32 Municipal Groundwater Public Water Supply & Mitigation System Infrastructure -$ 1,000,000$ 9,000,000$ -$ -$ 10,000,000 WIF57 NW Crossing Water Main Oversizing -$ 320,000$ -$ -$ 355,000$ 675,000 WIF68 Stucky/S 27th Water Improvements -$ 265,700$ 1,842,500$ -$ -$ 2,108,200 WIF70 Range 5 Water Main Oversizing -$ 158,000$ -$ -$ -$ 158,000 WIF60 W Sourdough Reservoir #1 -$ -$ -$ 4,015,000$ -$ 4,015,000 WIF59 Western Transmission Main / New South Pressure Zone -$ -$ -$ 1,350,000$ 16,400,000$ 17,750,000 Total 1,105,000$ 1,985,700$ 11,147,500$ 5,365,000$ 17,055,000$ 36,658,200$ 115 3 Municipal Test Well & Mitigation System Exploration Program (WIF33) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Water Impact Fee Water Plant Infrastructure OPERATING IMPACT COST ESTIMATE CLASS None Class 4 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $750,000 Total Scheduled Project Cost $750,000 STRATEGIC PLAN, IF APPLICABLE 4.3 Strategic Infrastructure Choices DESCRIPTION OF PROJECT This project provides funding for the City to conduct a municipal test well and mitigation system exploration program to drill test wells and identify mitigation options at various locations in and around the City, informed by previous groundwater investigation phase work, to incrementally develop a municipal groundwater supply that eventually achieves the groundwater target of 5,810 acre-feet contained in the 2013 Integrated Water Resources Plan. CONSEQUENCES OF DELAYING PROJECT The City's unallocated water supply is quickly being used up by new development. This project is essential to providing additional capacity for growth in the 8- 10 year timeframe. Given the timeframe for water rights permitting potentially being 3-5 years, this work must be advanced now to align with the timeframe for water supply needs. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Project cost has been reduced from $1.6 million to $750K, removing the full municipal well design. The City’s original well design project contemplated constructing a well at the Sports Park, but the test well at the Sports Park produced only 20% of the desired quantity. As a result, more test wells need to be drilled at other locations throughout the City. The overall cost of the original CIP item “municipal well design” will be greater than this value, but it cannot be determined until additional test wells are drilled and project further defined. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Water Impact Fee $0 $750,000 $0 $0 $0 $0 116 4 Urban Farm Water and PRV Oversizing (WIF67) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Water Impact Fee Water Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS None Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $452,000 Total Scheduled Project Cost $452,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project consists of oversizing a pressure reducing valve and water main at Huffine Lane & Advanced Drive, a new 16" water main on Huffine Lane from Advanced Dr to Laurel Parkway, and a new 12" water main on Laurel Parkway from Huffine to Mayfly Street per recommendations in the Water Facility Plan Update (FP_2241, FP_2464,V8062) supporting the urban farms development. CONSEQUENCES OF DELAYING PROJECT Delays will result in a missed opportunity to partner with development. Development pays for local share of improvements with oversizing funding support from the City for regional water system development. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Renamed this impact fee item to correspond specifically to oversizing water infrastructure associated with the Urban Farms Development. The funding amount change reflects the results of public-private partnership to share in the costs of the infrastructure necessary for the development and benefit a larger City service area. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Water Impact Fee $0 $210,000 $242,000 $0 $0 $0 117 5 Turnrow Subdivsion Water Main and PRV Oversizing (WIF69) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Water Impact Fee Water Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Minimal Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $750,000 Total Scheduled Project Cost $750,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project consists of water main and pressure reducing valve oversizing for development project consistent with the City’s Water Facility Plan and the approved development plan. Public, private parternship for infrastructure construction allows for development to construct local share while City provides oversizing funding for future growth per the water impact fee program. This is a cost effective way of building infrastructure for future growth. CONSEQUENCES OF DELAYING PROJECT Without oversizing funding from the City’s Water Impact Fee program to match private development timeframe, future pipe size increases will be much more expensive than oversizing the pipe at the original construction of the pipe also allowing the full useful life (80-120 years) of the pipe to be achived before being replaced with a larger capacity pipe. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET The best estimates of the Turnrow Subdivision project phasing have been incorporated in anticipated construction years to match phased subdivision improvements. The City does not control the timing of these improvements, so the CIP costs and timing will need to be modified as the development proceeds to match the actual development timeframes. FUND FY25 Revised FY26 FY27 FY28 FY29 FY30 Water Impact Fee $0 $145,000 $0 $305,000 $0 $300,000 118 6 Municipal Groundwater Public Water Supply & Mitigation System Infrastructure (WIF32) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Water Impact Fee Water Plant Infrastructure OPERATING IMPACT COST ESTIMATE CLASS High Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $10,000,000 Total Scheduled Project Cost $10,000,000 STRATEGIC PLAN, IF APPLICABLE 4.3 Strategic Infrastructure Choices DESCRIPTION OF PROJECT This project is contingent upon obtaining a municipal groundwater water right permit from Montana Department of Natural Resources and Conservation (MT DNRC) and consists of but is not limited to the following major elements: obtaining land in fee or easement necessary to implement the mitigation plan and construct mitigation infrastructure approved with the municipal water right permit approved by MT DNRC; design, Department of Environmental Quality approval, and construction of a municipal public water supply well and attendant infrastructure to connect, operate and maintain the municipal well as part of the City's overall municipal water supply system. Attendant infrastructure may include but is not limited to: water disinfection and treatment processes, a building to house the well and treatment equipment, power, backup generator power, instrumentation and controls, site improvements, a transmission main to tie groundwater supply into the existing system, water storage, and hydraulic controls. CONSEQUENCES OF DELAYING PROJECT The City's unallocated water supply is being used up by new development. This project will help provide additional capacity for growth in the 8-10 year timeframe. Given the timeframe for water rights permitting potentially being 3-5 years, this work must be advanced now to align with the timeframe for water supply needs. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET An overall cost reduction from $11.3 million to $10 million is a result of more recent planning level cost estimate from the City’s selected groundwater engineering consultant. . The project has been split between two fiscal years, with $1 million in FY27 for design, and $9 million in FY28 for construction. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Water Impact Fee $0 $0 $1,000,000 $9,000,000 $0 $0 119 7 NW Crossing Water Main Oversizing (WIF57) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Water Impact Fee Water Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $675,000 Total Scheduled Project Cost $675,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project consists of water main oversizing associated with the development project consistent with the City’s Water Facility Plan and the approved development plan. Public, private parternship for infrastructure construction allows for development to construct local share while City provides oversizing funding for future growth per the water impact fee program. This is a cost effective way of building infrastructure for future growth. The total project cost is expected to be $926,200 including $251,200 which will be spent prior to the capital planning period 2026-2030. CONSEQUENCES OF DELAYING PROJECT Without oversizing funding from the City’s Water Impact Fee program to match private development timeframe, future pipe size increases will be much more expensive than oversizing the pipe at the original construction of the pipe also allowing the full useful life (80-120 years) of the pipe to be achived before being replaced with a larger capacity pipe. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET FY27 funding was added to match anticipated development phasing timing. As the City does not control timing of the development projects, the amount and timing of this funding may need to be adjusted in the future. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Water Impact Fee $251,200 $0 $320,000 $0 $0 $355,000 120 8 Stucky/S 27th Water Improvements (WIF68) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Water Impact Fee Water Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS None Class 4 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue Rate Revenue $2,108,200 $702,800 Total Scheduled Project Cost $2,811,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project consists of design and construction of a new 16-inch water main in Stucky Road from S 19th to Fowler Ave per recommendations in the Water Facility Plan Update (FP_1386, FP_1372, FP_1371) simultaneous with the Stucky Road street impact fee project. CONSEQUENCES OF DELAYING PROJECT This project need is driven by development along with simultaneous construction of the Stucky Road project. Delaying this project will result in signficantly higher future cost to construct the water main as well as a second construction impact on traffic on Stucky Road. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Water Impact Fee $0 $0 $265,700 $1,842,500 $0 $0 Water $0 $0 $88,600 $614,200 $0 $0 Total $0 $0 $354,300 $2,456,700 $0 $0 121 9 Range 5 Water Main Oversizing (WIF70) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Water Impact Fee Water Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Minimal Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $158,000 Total Scheduled Project Cost $158,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT Water main oversizing for development project. CONSEQUENCES OF DELAYING PROJECT Public, private parternship for infrastructure construction allows for development to construct local share while City provides oversizing funding for future growth. This is a cost effective way of building infrastructure for future growth. Without oversizing funding to match private development timeframe, future pipe size increases will be much more expensive. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET New. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Water Impact Fee $0 $0 $158,000 $0 $0 $0 122 10 West Sourdough Reservoir #1 (WIF60) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Water Impact Fee Water Plant Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 4 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $4,015,000 Total Scheduled Project Cost $4,015,000 STRATEGIC PLAN, IF APPLICABLE 6. A Sustainable Environment DESCRIPTION OF PROJECT This project is identified as 5125 West Sourdough Reservoir 1 within the City's water facility plan and consists of planning, design, and construction of a new 5 million-gallon gravity fed ground storage reservoir to the south/southwest of the City, which would tie into the west water transmission main - phase 1 (WIF59) and serve the existing City water distribution system. This project is identified as the next priority in the City's Water Facility Master Plan. Budget in FY29 is for planning and design. Budget for construction totals $7.2 million and is currently budgeted in unscheduled. CONSEQUENCES OF DELAYING PROJECT Delay would result in limiting growth in the south and southwestern areas of the community. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Water Impact Fee $0 $0 $0 $0 $4,015,000 $0 123 11 Western Transmission Main / New South Pressure Zone (WIF59) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Water Impact Fee Water Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Minimal Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $17,750,000 Total Scheduled Project Cost $17,750,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project is identified as the Western Transmission Main in the 2017 water facility plan. Funding in the 5-year plan would be for Phase 1 design and construction, with subsequent phases funded outside of the 5-year window totalling $40 million. Phase 1 consists of new transmission main running on the hydraulic grade line from the sourdough water treatment plant tank to connect to the southwestern edge of the existing distribution network (S. 19th and Graf Street) to serve future anticipated growth. Project scope will be further defined with the ongoing South Pressure Zone Pre-Design and WTP Facility Plan project including identification of quantity and location of hydraulic controls valves to connect the new pressure zone to the existing system. CONSEQUENCES OF DELAYING PROJECT Delay of this work will limit growth in the south and southwestern portions of the community not within the existing water pressure zones capable of serving those areas. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET The updated plan includes project design phase in FY29 and Ph 1 construction will begin in FY30. This plan allows time to complete the South Pressure Zone Pre- Design and WTP Facility Plan projects which will further inform scope of the PH1 project and provide for potential development of a public/private partnership to fund this infrastructure. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Water Impact Fee $0 $0 $0 $0 $1,350,000 $16,400,000 124 12 Wastewater Impact Fee Fund 125 13 Wastewater Impact Fee Fund Scheduled Projects Project Code Project Name FY26 FY27 FY28 FY29 FY30 5-Year Total WW129 WRF Base Hydraulic Phase 1 1,607,600$ -$ -$ -$ -$ 1,607,600$ WWIF63 Gooch Hill Lift Station 1,500,000$ 1,625,000$ 9,464,500$ -$ -$ 12,589,500 WWIF58 Fowler Sewer Upgrade 466,800$ -$ -$ -$ -$ 466,800 WW131 WRF Base Hydraulic Phase 2 400,000$ 1,607,700$ 14,132,300$ -$ -$ 16,140,000 WW138 MSU Interceptor 393,300$ 2,318,000$ -$ -$ -$ 2,711,300 WWIF57 Turnrow Subdivision Sewer Oversizing 45,000$ -$ 125,000$ -$ -$ 170,000 WWIF66 Urban Farm Sewer Oversizing 25,000$ -$ -$ -$ -$ 25,000 WWIF54 Northwest Crossing Sewer Oversizing -$ 200,000$ -$ -$ -$ 200,000 WW139 4th Avenue, Babcock Street and Grand Avenue Sewer Main Replacement -$ 39,200$ 231,100$ -$ -$ 270,300 WWIF20 N. Frontage Interceptor -$ -$ 830,000$ 4,891,600$ -$ 5,721,600 WWIF64 Gooch Hill Gravity Sewer Main Oversizing -$ -$ 300,000$ -$ -$ 300,000 WWIF44 Water Reclamation Facility (WRF) Interceptor -$ -$ 231,600$ 1,365,100$ -$ 1,596,700 WWIF65 Baxter 80 Sewer Oversizing -$ -$ 75,000$ -$ -$ 75,000 WW140 North 9th Avenue, West Villard Street, and South 9th Avenue Sewer Main Replacement -$ -$ 48,000$ 282,700$ -$ 330,700 WWIF53 Cottonwood Rd Sewer Capacity -$ -$ -$ 327,000$ 2,022,000$ 2,349,000 Total 4,437,700$ 5,789,900$ 25,437,500$ 6,866,400$ 2,022,000$ 44,553,500$ 126 14 Wastewater Impact Fee Fund Unscheduled Projects Project Code Project Name Amount Description WWIF48 Hidden Valley Lift Station $7,000,000 Design and construct the Hidden Valley Lift Station and Force Main. This project will conform to the City's 2015 Wastewater Collection Facilities Plan Update. Pumps must be added at the Davis Lane Lift Station to accommodate this project. Development in the northwest corner of the community will drive the need and timing for this project, but the exact timing is not determined yet and is difficult to estimate. It is anticipated this lift station will be needed in roughly a 5-10 year timeframe. WWIF60 WRF Screw Press No. 3 Improvement 2,651,000 Install new screw press number three at the Water Reclamation Facility to increase solids processing capacity at the facility. This capital improvement will require solids handling building expansion. Improvements for this project are defined in the 2023 Water Reclamation Facilities Plan. Solids are a final waste product from the Water Reclamation Facility that are ultimately disposed at the Logan Landfill, but the solids must be processed to EPA and landfill requirements prior to disposal at the landfill. WWIF59 WRF Screw Press Upgrade 1,540,000 This project will replace the existing screw press number 1 with a new, larger capacity screw press of similar capacity as the unit with 2022 solids handling expansion project at the Water Reclamation Facility. This project will increase solids processing capacity at the facility. This capital improvement will require solids handling building expansion. Improvements for this project are defined in the 2023 Water Reclamation Facilities Plan. Solids are a final waste product from the Water Reclamation Facility that are ultimately disposed at the Logan Landfill, but the solids must be processed to EPA and landfill requirements prior to disposal at the landfill. WWIF61 WRF Additional Peps Pump 869,000 This project entails the installation of additional primary effluent pump station (peps) pump to provide necessary pumping capacity to treat 14.6 million-gallons-per-day plant upgrade avg day design flow. This improvement is outlined in the 2023 Water Reclamation Facilities Plan. WWIF62 WRF Additional Headworks Screen 792,000 This project includes installation of an additional headworks screen as loading increases. Use adaptive planning to determine year required per the 2023 Water Reclamation Facilities Plan. A headworks screen is the first treatment step at the facility, which functions to remove large materials from wastewater that is influent to the plant. Total $12,852,000 127 15 WRF Base Hydraulic Phase 1 (WW129) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Plant Infrastructure OPERATING IMPACT COST ESTIMATE CLASS High Class 4 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $1,607,600 Total Scheduled Project Cost $1,607,600 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT Hydraulic capacity improvements for the existing treatment processes employed at the Water Reclamation Facility (WRF) are necessary to meet the 20-year planning horizon of the facility. The anticipated 20-year flow rate is 14.6 million-gallons-per-day (mgd) average daily design flow identified in the 2022 WRF Facilities Plan. The existing WRF average day design capacity is 8.5 mgd. The 2022 WRF Facilities Plan identifies existing process improvements necessary to increase the base hydraulic capacity to 14.6 mgd and when these improvements are needed. A phased approach is called for, since some process elements have more current available capacity than others. Base hydraulic capacity improvements are intended to maintain the current treated effluent performance levels of the WRF and are not designed to further reduce effluent nutrient (nitrogen and phosphorus) concentrations. Phase 1 base hydraulic capacity improvements identified in the 2022 WRF facilities plan update include the construction of a 4th anaerobic digester, uv disinfection capacity additions, piloting of indense™ process to enhance and optimize existing bioreactor phosphorous removal, and full-scale installation of indense™ process after piloting. This project also includes renovation of existing lined solids piping restricted by struvite. Struvite accumulates in pipes at water reclamation facilities over time and restricts flow of materials in those pipes. The total project cost is expected to be $10,730,000ncluding $9,122,400which will be spent prior to the capital planning period 2026-2030. CONSEQUENCES OF DELAYING PROJECT Growth of the City will be limited until WRF capacity is increased. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET The total project cost has increased by $1.6 million to account for a higher cost inflation estimate received from our design consultant. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $8,122,400 $1,607,600 $0 $0 $0 $0 128 16 Gooch Hill Lift Station (WWIF63) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Moderate Class 4 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue & Developer Contributions $12,589,500 Total Scheduled Project Cost $12,589,500 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT The Gooch Hill Lift Station is defined in the City's Wastewater Collection Facilities Plan to serve the northwestern and western edge of the City. Two potential developments are looking to annex into the City. One property is 160 acres at the northwest corner of Baxter and Cottonwood. The Second development is approximately 430 acres north of Cottonwood and west of Harper Pucket Road. Both properties need the Gooch Hill Lift Station in order to provide sanitary sewer service to the area. Both developers will need to provide up-front capital funding to fund the project in addition to potential funding from the City's impact fee program with potential reimbursement via impact fee credits. The proposed costs provide one of two phases to construct the Gooch Hill Lift Station to reduce up-front costs. The Gooch Hill Lift Station will also open sanitary sewer service to many properties along the western boundary of the City. CONSEQUENCES OF DELAYING PROJECT Growth within the service area of the Gooch Hill Lift Station along the western portion of the City can not occur until the sewer infrastructure to serve the area is constructed. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET This project is new to the capital plan. This project is under development as a potential public-private partnership. If the partnership does not develop, this project will not advance. In the case this project does not advance, the Cottonwood Road Sewer project will be accelerated with design in FY26 and construction in FY27. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $0 $1,500,000 $1,625,000 $9,464,500 $0 $0 129 17 Fowler Sewer Upgrade (WWIF58) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Minimal Class 3 FUNDING SOURCE(S) AMOUNT Wastewater Impact Fee Revenue Rate Revenue $466,800 $521,700 Total Scheduled Project Cost $988,500 STRATEGIC PLAN, IF APPLICABLE DESCRIPTION OF PROJECT This project will construct a 24-inch sanitary sewer main in conjunction with Fowler Road construction project. Sewer main construction will occur from Oak to Durston. This work was initially thought to be 100% capacity expanding as the original pipe was going to be left in place. Given the latest iteration of the design, the existing pipe will be abandoned, so a portion of this project is now in the wastewater fund. Total project cost: 1,134,100 Design (FY25): $145,600 Construction and Construction Administration (FY26): $988,500 (60.6% wastewater fund and 39.4% wastewater impact fee fund totals split over 2 years matching the capacity upgrade of the sewer construction work). CONSEQUENCES OF DELAYING PROJECT If not constructed simultaneous with the Fowler Road Street Impact Fee project, this sanitary sewer must be constructed in the next 5 years, which would subsequently damage new pavement associated with the Fowler Road Project and be much more expensive to construct. The sewer main is necessary to accommodate redevelopment growth in the south and central parts of the City. If not constructed, growth will be restricted in those parts of the City until the sewer capacity in this area is upgraded. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Shifted some funds from wastewater impact fees into wastewater fund due to changed nature of the work. The funding split is now $466,814 in the wastewater impact fee fund in FY26 and $521,686 in the wastewater fund in FY26. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $145,600 $466,800 $0 $0 $0 $0 Wastewater $0 $521,700 $0 $0 $0 $0 Total $145,600 $988,500 $0 $0 $0 $0 130 18 WRF Base Hydraulic Phase 2 (WW131) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Plant Infrastructure OPERATING IMPACT COST ESTIMATE CLASS High Class 4 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $16,140,000 Total Scheduled Project Cost $16,140,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT Hydraulic capacity improvements for the existing treatment processes employed at the Water Reclamation Facility (WRF) are necessary to meet the 20-year planning horizon. These improvements will be the second and final phase of a project to upgarde the WRF capacity to a 14.6 million-gallons-per-day (mgd) average daily design flow identified in the 2022 WRF Facilities Plan. The existing WRF average day design capacity is 8.5 mgd. The 2022 WRF Facilities Plan identifies existing process improvements necessary to increase the base hydraulic capacity to 14.6 mgd. A phased approach is called for, since some process elements have more current available capacity than others. Base hydraulic capacity improvements are intended to maintain the current treated effluent performance levels of the WRF and are not designed to further reduce effluent nutrient (nitrogen and phoshporus) concentrations. Phase 2 base hydraulic capacity improvements identified in the 2022 WRF Facilities Plan include the construction of two new secondary clarifiers, upgrade of the existing bioreactor number1 by retrofitting to a 5-stage bardenpho process, and the addition of one aeration blower. CONSEQUENCES OF DELAYING PROJECT Growth will be limited until WRF capacity is increased. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Cost inflation estimate by design consultant included in fiscal year 2028. This is additional to the previously budgeted estimate. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $0 $400,000 $1,607,700 $14,132,300 $0 $0 131 19 MSU Interceptor (WW138) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Positive Class 4 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue Rate Revenue $2,711,300 $3,057,400 Total Scheduled Project Cost $5,768,700 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT A critical section of existing sewer main begins on Kagy Blvd and Hoffman Drive as a 10-inch diameter asbestos concrete pipe and continues north through Mason, Wilson Ave, College, 4th Avenue, and finally ending on 6th Ave. Once the sewer main reaches Olive Street, the diameter increases to 18-inches (diameter) in size. Portions of the existing main have been identified as high-risk given both the condition and age of the existing pipe. In addition, the City’s hydraulic model has shown that several segments of the sanitary sewer main are at or very near hydraulic capacity during wet weather modeling scenarios. This project includes both the replacement and upsizing of approximately 10,250-feet of existing sanitary sewer main. Overall, the project will provide the necessary improvements needed to increase system capacity to meet future build-out conditions while decreasing overall risk associated with critical aging infrastructure. The project was recommended to occur within the City’s 5-year short-term planning horizon in conformance with the City’s Wastewater Collection Facility Master Plan. Total project cost from Wastewater Impact Fee Fund and Wastewater Fund: $5,768,700 |Engineering (FY26): $836,800 Construction and Construction Administration (FY27): $4,931,900. CONSEQUENCES OF DELAYING PROJECT Consequences of delaying the project include limitation on development immediately south of Kagy and east of 11th Ave and inability to serve new biulding projects from MSU. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Updated name to reflect changes in facility plan and interceptor diagrams. Scope remains the same. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $0 $393,300 $2,318,000 $0 $0 $0 Wastewater $0 $443,500 $2,613,900 $0 $0 $0 Total $0 $836,800 $4,931,900 $0 $0 $0 132 20 Turnrow Subdivision Sewer Oversizing (WWIF57) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Minimal Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $170,000 Total Scheduled Project Cost $170,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT The City asks developers to oversize sanitary sewer mains consistent with the City’s Wastewater Collection Facilities Master Plan as developers construct their projects. The developers are responsible for the minimum pipe size required by their development, and the City reimburses developers for oversized pipes that will accommodate future growth through the wastewater impact fee program. This is a way to proactively construct the sanitary sewer system to accommodate growth such that pipes aren’t constantly excavated and replaced with larger mains each time a new development is constructed. Pipe oversizing also serves as a public-private partnership and provides a highly cost efficient means of building sewer mains to accommodate future growth. CONSEQUENCES OF DELAYING PROJECT The consequences of delaying the project include losing high level of cost efficiency of public/private partnership associated with pipe oversizing to accommodate future development. It is much more efficient to pay for pipe oversizing when the original pipeline is being constructed instead of increasing the pipe size at a later date and with significant disruption to the public. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Cost have been updated to better reflect current development phasing plans. Cost have been split based on anticipated project phasing. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $0 $45,000 $0 $125,000 $0 $0 133 21 Urban Farm Sewer Oversizing (WWIF66) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Minimal Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $25,000 Total Scheduled Project Cost $25,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT The City asks developers to oversize sanitary sewer mains consistent with the City’s Wastewater Collection Facilities Master Plan as developers construct their projects. The developers are responsible for the minimum pipe size required by their development, and the City reimburses developers for oversized pipes that will accommodate future growth through the wastewater impact fee program. This is a way to proactively construct the sanitary sewer system to accommodate growth such that pipes aren’t constantly excavated and replaced with larger mains each time a new development is constructed. Pipe oversizing also serves as a public-private partnership and provides a highly cost efficient means of building sewer mains to accommodate future growth. CONSEQUENCES OF DELAYING PROJECT The consequences of delaying the project include losing high level of cost efficiency of public/private partnership associated with pipe oversizing to accommodate future development. It is much more efficient to pay for pipe oversizing when the original pipeline is being constructed instead of increasing the pipe size at a later date and with significant disruption to the public. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET New development that will be installing a 10-inch trunk main to service the development. Cost has been developed off of a conceputal layout of the trunk main. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $0 $25,000 $0 $0 $0 $0 134 22 Northwest Crossing Sewer Oversizing (WWIF54) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $200,000 Total Scheduled Project Cost $200,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT The City asks developers to oversize sanitary sewer mains consistent with the City’s Wastewater Collection Facilities Master Plan as developers construct their projects. The developers are responsible for the minimum pipe size required by their development, and the City reimburses developers for oversized pipes that will accommodate future growth through the wastewater impact fee program. This is a way to proactively construct the sanitary sewer system to accommodate growth such that pipes aren’t constantly excavated and replaced with larger mains each time a new development is constructed. Pipe oversizing also serves as a public-private partnership and provides a highly cost efficient means of building sewer mains to accommodate future growth. CONSEQUENCES OF DELAYING PROJECT The consequences of delaying the project include losing high level of cost efficiency of public/private partnership associated with pipe oversizing to accommodate future development. It is much more efficient to pay for pipe oversizing when the original pipeline is being constructed instead of increasing the pipe size at a later date and with significant disruption to the public. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET FY25 and subsequent FY27 have been updated to better reflect current development phasing. As the City does not control development projects, Staff work with the development community to best estimate pipe oversizing timing. FUND FY25 Revised FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $60,000 $0 $200,000 $0 $0 $0 135 23 4th Avenue, Babcock Street and Grand Avenue Sewer Main Replacement (WW139) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Positive Class 4 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue Rate Revenue $270,300 $480,600 Total Scheduled Project Cost $750,900 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT A critical section of existing 8-inch sanitary sewer main located along 4th Avenue, Babcock Street, and Grand Avenue has been identified for replacement and upsizing per the City’s Wastewater Collection Facilities Plan. The existing 8-inch vitrified clay pipe has been identified as high-risk given both the condition and age of the asset. In addition, the City’s hydraulic model has shown several segments of sewer main to be near hydraulic capacity during wet weather modeling scenarios. The project includes both the replacement and upsizing of approximately 1,300-feet of existing sewer main. Overall, the project will provide the necessary improvements needed to increase system capacity to meet future build-out conditions while decreasing overall risk associated with critical aging infrastructure. The project was recommended to occur within the City’s 5-year short-term planning horizon per the City’s Wastewater Collection Facility Master Plan Update. CONSEQUENCES OF DELAYING PROJECT Immediate limitation on development served by these pipes and potential sewage backups impacting sewer customers. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $0 $0 $39,200 $231,100 $0 $0 Wastewater $0 $0 $69,700 $410,900 $0 $0 Total $0 $0 $108,900 $642,000 $0 $0 136 24 N. Frontage Interceptor (WWIF20) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 4 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue Rate Revenue $5,721,600 $2,095,700 Total Scheduled Project Cost $7,817,300 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project will either replace and upsize, or parallel certain portions of the sanitary sewer along the 11,500 feet length of the existing North Frontage Road Interceptor. The North Frontage Road Interceptor supports large portions of the City’s southeast and eastern sewersheds. The extents of the project are generally located between Springhill road and Bridger drive. Portions of the interceptor have been shown to have an increased risk of failure due to the age and condition of the asset while other segments have been identified in the City’s hydraulic model to be approaching hydraulic capacity during wet weather modeling scenarios. The project consists of two main components: first, the replacement of existing parallel trunk sewer, which includes the replacement and upsizing of the worst condition parallel interceptor main; second, the installation of a new parallel interceptor main along portions of the existing interceptor that currently only have a single segment of main. Overall, the project will provide the necessary improvements needed to increase system capacity to meet future build-out conditions, while decreasing overall risk along the interceptor corridor. Lastly, the existing interceptor main that is not mitigated as part of the project will be inspected for current condition and either replaced or rehabilitated at a later date, thus using the City’s existing assets to their full expected life-cycle. The project conforms to the City’s Wastewater Collection Facility Master Plan Update. Total Project Cost: $7,817,300 | Engineering (FY28): $1,134,000 | Construction and Construction Administration (FY29): $6,683,300. CONSEQUENCES OF DELAYING PROJECT Limit growth in the central, northeast, and southeast areas of the community until the upgrade is completed if the pipe is not upgraded prior to reaching capacity of the line. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $0 $0 $0 $830,000 $4,891,600 $0 Wastewater $0 $0 $0 $304,000 $1,791,700 $0 Total $0 $0 $0 $1,134,000 $6,683,300 $0 137 25 Gooch Hill Gravity Sewer Main Oversizing (WWIF64) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Minimal Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue Developer Contribution $300,000 Total Scheduled Project Cost $300,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT The City asks developers to oversize sanitary sewer mains consistent with the City’s Wastewater Collection Facilities Master Plan as developers construct their projects. The developers are responsible for the minimum pipe size required by their development, and the City reimburses developers for oversized pipes that will accommodate future growth through the wastewater impact fee program. This is a way to proactively construct the sanitary sewer system to accommodate growth such that pipes aren’t constantly excavated and replaced with larger mains each time a new development is constructed. Pipe oversizing also serves as a public-private partnership and provides a highly cost efficient means of building sewer mains to accommodate future growth. CONSEQUENCES OF DELAYING PROJECT The consequences of delaying the project include losing high level of cost efficiency of public/private partnership associated with pipe oversizing to accommodate future development. It is much more efficient to pay for pipe oversizing when the original pipeline is being constructed instead of increasing the pipe size at a later date and with significant disruption to the public. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET This project is new to the CIP. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $0 $0 $0 $300,000 $0 $0 138 26 Water Reclamation Facility (WRF) Interceptor (WWIF44) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Plant Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 4 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $1,596,700 Total Scheduled Project Cost $1,596,700 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT Currently, the existing 30-inch Wastewater Reclamation Facility (WRF) interceptor supports the entire city and is the primary drainage pathway for all wastewater flow into the WRF. The existing interceptor has been identified in the City’s hydraulic model to be approaching the hydraulic capacity of the pipe, specifically during wet weather modeling scenarios. Approximately 1,200 feet of 42-inch trunk main will be installed along springhill road from the WRF to North Frontage Road. In addition, a common hydraulic control structure is also included at the interface of the WRF and interceptor tie-in location. Overall, the project will provide the necessary improvements needed to increase system capacity to meet future build-out conditions while decreasing overall risk associated with a single asset. The project will conform to the City’s Wastewater Collection Facility Master Plan Update. Engineering is scheduled in FY28 and construction in FY29. CONSEQUENCES OF DELAYING PROJECT Consequences of delaying the project include limiting growth in the entire community until the upgrade is compoleted if the pipe is not upgraded prior to reaching capacity. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $0 $0 $0 $231,600 $1,365,100 $0 139 27 Baxter 80 Sewer Oversizing (WWIF65) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Minimal Class 5 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue $75,000 Total Scheduled Project Cost $75,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT The City asks developers to oversize sanitary sewer mains consistent with the City’s Wastewater Collection Facilities Master Plan as developers construct their projects. The developers are responsible for the minimum pipe size required by their development, and the City reimburses developers for oversized pipes that will accommodate future growth through the wastewater impact fee program. This is a way to proactively construct the sanitary sewer system to accommodate growth such that pipes aren’t constantly excavated and replaced with larger mains each time a new development is constructed. Pipe oversizing also serves as a public-private partnership and provides a highly cost efficient means of building sewer mains to accommodate future growth. CONSEQUENCES OF DELAYING PROJECT The consequences of delaying the project include losing high level of cost efficiency of public/private partnership associated with pipe oversizing to accommodate future development. It is much more efficient to pay for pipe oversizing when the original pipeline is being constructed instead of increasing the pipe size at a later date and with significant disruption to the public. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET This project is new to the CIP. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $0 $0 $0 $75,000 $0 $0 140 28 North 9th Avenue, West Villard Street, and South 9th Avenue Sewer Main Replacement (WW140) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Positive Class 4 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue Rate Revenue $330,700 $2,212,900 Total Scheduled Project Cost $2,543,600 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT A critical section of existing sewer main begins on South 9th Street and continues north through Midtown, ultimately ending at Durston Ave. The existing vitrified clay pipe has been identified as high-risk given both the condition and age of the asset. In addition, the City’s hydraulic model has shown that several segments of main to be at or very near hydraulic capacity during wet weather modeling scenarios. The project includes either replacement or upsizing of approximately 3,000 ft of existing sewer main. Overall, the project will provide the necessary improvements needed to increase system capacity to meet future build-out conditions while decreasing overall risk associated with critical aging infrastructure. The project is recommend to occur within the City’s 5-year short-term planning horizon and is in conformance with the City’s Wastewater Collection Facility Master Plan Update. Engineering is scheduled in FY28 and construction in FY29. CONSEQUENCES OF DELAYING PROJECT Consequences of delaying project include limitation on development served by these pipes and potential sewage backups impacting sewer customers. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET None. FUND FY25 Adopted FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $0 $0 $0 $48,000 $282,700 $0 Wastewater $0 $0 $0 $321,000 $1,891,900 $0 Total $0 $0 $0 $369,000 $2,174,600 $0 141 29 Cottonwood Rd Sewer Capacity (WWIF53) FUND DEPARTMENT PROJECT TYPE PLACEHOLDER FOR PROJECT MAP Wastewater Impact Fee Wastewater Operations Infrastructure OPERATING IMPACT COST ESTIMATE CLASS Negligible Class 4 FUNDING SOURCE(S) AMOUNT Impact Fee Revenue & Rate Revenue $2,349,000 Total Scheduled Project Cost $2,349,000 STRATEGIC PLAN, IF APPLICABLE 4. A Well-Planned City DESCRIPTION OF PROJECT This project would provide a missing link of sanitary sewer that will allow development south of Huffine. It is identified in the Wastewater Collection Facility Plan Update. CONSEQUENCES OF DELAYING PROJECT The consequences of delaying the project include limiting growth south of Huffine in the far southwest part of the community and stranding a portion of the Davis-Lane Lift Station asset. CHANGES FROM PRIOR CIP OR 2025 BIENNIUM BUDGET Moved this project back in the CIP from FY25 and FY26 to accommodate the Gooch Hill Lift Station. If the Gooch Hill Lift Station project does not advance, this project will need to be shifted forward to FY26/FY27. FUND FY25 Revised FY26 FY27 FY28 FY29 FY30 Wastewater Impact Fee $0 $0 $0 $0 $327,000 $2,022,000 142 Memorandum REPORT TO:Community Development Board FROM:Shawn Kohtz, Utilities Director Lance Lehigh, Engineer III SUBJECT:Recommend approval of the 2024 Wastewater Collection System Facility Plan Update – Public Hearing MEETING DATE:November 4, 2024 AGENDA ITEM TYPE:Citizen Advisory Board/Commission RECOMMENDATION:Consider the motion: “Having considered the draft update to the wastewater collection system facility plan, all public comment, and information received, I move to recommend approval of the draft as submitted.” STRATEGIC PLAN:4.3 Strategic Infrastructure Choices: Prioritize long-term investment and maintenance for existing and new infrastructure. BACKGROUND:The Wastewater Facility Plan Update (WWFPU) is a comprehensive master plan of the City’s sanitary sewer collection system. The plan includes characterization of wastewater flows, evaluation of collection system performance, identification of system deficiencies, and development of a comprehensive capital improvement plan to address near-term and long- term system needs. The intent of the WWFPU is to meet the City’s strategic plan by fostering a well-planned City, prioritizing capital improvements for existing and new infrastructure, and ultimately helps guide sewer utility funds to the right project at the right time. Moreover, the City’s unified development code incorporates the wastewater facility plan by reference and requires that any wastewater system expansions be completed in conformance with the wastewater facility plan recommendations. The draft Wastewater Collection System Facility Plan Update can be found on the cities website. UNRESOLVED ISSUES:None ALTERNATIVES:As recommended by the Community Development Board. 143 FISCAL EFFECTS:The Wastewater Facility Plan does not authorize appropriation and therefore has no direct fiscal effect. However, the plan guides efficient infrastructure investment and serves to inform capital improvement plan decisions associated with sanitary sewer infrastructure. The plan also guides infrastructure configuration by new development. Attachments: Wastewater Facility Plan Executive Summary CITYOFBOZE- Newspaer Notice Ad 566663 CD Board Presentation WWCSFP_OCT 21, 2024_FINAL Bozeman WWCSFP_Graphical Executive Summary Report compiled on: October 28, 2024 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 AD# 566663 Discount: $0.00 Surcharge: $0.00 Credits: $0.00 We Appreciate Your Business! Gross:$360.00 Paid Amount:$0.00 Amount Due:$360.00 Payments: Date Method Card Type Last 4 Digits Check Amount PO Box 11902820 W College, 59718, Bozeman,MT 59771Ph. Fax: (907) 452-5054 ADVERTISING PROOF CITY OF BOZEMAN_Mike Maas PO BOX 1230 BOZEMAN, MT 59771-1230 BILLING DATE: ACCOUNT NO: 10/03/24 27944 AD #DESCRIPTION START STOP TIMES AMOUNT 10/05/24 10/19/24 6 $360.00NOTICE OF PUBLIC HEA566663 NOTICE OF PUBLIC HEARINGS TO CONSIDER THE CITY OF BOZEMAN WASTEWATER COLLECTION SYSTEM FACILITY PLAN UPDATE. What: The City of Bozeman gives notice of public hearings to consider the Wastewater Collection System Facility Plan Update. Periodically, the City undertakes a comprehensive planning effort to help guide system improvements so that adequate service is provid-ed to the growing community. These planning efforts are re-ferred to as Facility Plans. The Wastewater Collection System Facility Plan is intend-ed to serve as the principal framework for capital improve-ment planning and budgeting and provide City staff with near-term and long-range planning improvements sur-rounding the City’s collection system. Details are provided below. The draft of the Waste-water Collection System Facil-ity Plan Update can be found at the following website. https://www.bozeman.net/departments/transportation-engineering/engineering/wastewater-facility-plan-update Why: The City of Bozeman owns and operates a waste-water collection system serv-ing its residents, businesses and industry. The City contin-ues to experience rapid growth with an average estimated an-nual population growth of 4% over the past 15 years. This growth and aging infrastruc-ture present many challenges to maintaining, operating, and expanding the wastewater collection system. The pre-vious Wastewater Collection Facility Plan was completed in 2015. Since the 2015 Waste-water Facility Plan, many of the improvements identified in the Facility Plan have been completed. As the community continues to grow and exist-ing infrastructure ages, the wastewater collection system hydraulic model and reference planning documents require a comprehensive update to en-sure the City can continue to meet its level of service and accommodate growth. The City encourages early public participation during development and adoption of plans and regulations. The re-cent Montana Land Use Plan-ning Act further emphasizes public involvement during the policy-making stage rather than during development per-mitting. The Act includes a new requirement that limits the scope of and opportu-nity for public participation; and comment on site-spe-cific development in sub-stantial compliance with the land use plan must be lim-ited to only those impacts or significantly increased impacts that were not pre-viously identified and con-sidered in the adoption, amendment, or update of the land use plan, zoning regulations, or subdivision regulations. The Wastewa-ter Collection System Facility Plan Update is an issue plan as described in the Montana Land use Planning Act. The updated plan may be the ba-sis for regulations or project review after adoption. When and Who: On Monday, October 21, 2024, at 6:00 p.m., the Community De-velopment Board acting in their capacity as the Zoning Commission and Planning Board (Planning Commis-sion) will hold an introductory public meeting regarding the Wastewater Collection System Facility Plan Update, in the Commission Room at City Hall, 121 N. Rouse Ave. Bozeman MT. Remote elec-tronic participation may also be available. Instructions for participating remotely will be included on the meeting agen-da. The agenda is available in the Events portion of the City’s website at https://www.bozeman.net/home at least 48 hours prior to the meeting. On Monday, November 4, 2024, at 6:00 p.m., the Com-munity Development Board acting in their capacity as the Zoning Commission and Planning Board (Planning Commission) will conduct a public hearing to receive public testimony and con-sider a recommendation on the Wastewater Collection System Facility Plan Update, in the Commission Room at City Hall, 121 N. Rouse Ave. Bozeman MT. Remote elec-tronic participation may also be available. Instructions for participating remotely will be included on the meeting agen-da. The agenda is available in the Events portion of the City’s website at https://www.bozeman.net/home at least 48 hours prior to the meeting. Separate notice will be provid-ed for public hearings before the City Commission. How: The Wastewater Col-lection System Facility Plan Update will be implemented by resolution by the City Com-mission after receiving a rec-ommendation from the Com-munity Development Board, considering public comments, and considering consisten-cy with the adopted land use plan, Bozeman Community Plan 2020. The public may comment orally at the public hearings or in writing at or prior to the public hearings regarding compliance of this application with the required content and process established in the Montana Land Use Planning Act, 76-25-207 and 76-25-215, MCA. Comments should identify the specific criteria or subject of concern along with facts in support of the com-ment. During the notice period the City will continue to review the Wastewater Collection System Facility Plan Update draft in response to public comments, and provide analysis of criteria and comments. The Community Development Board must provide a recom-mendation on the draft. As part of their recommendation, they may suggest changes from what is initially included in the public review draft. The City Commission will also hold a public hearing to consider the Wastewater Col-lection System Facility Plan Update. The City Commission may act to approve, modify, or reject the proposed update or continue the public hearing to another date. The City Com-mission may revise any of the proposed actions referred to in this notice during the public hearing process. At this time, the City Commission is ex-pected to begin their review on December 17, 2024. A resolu-tion adopting the wastewater facility plan update will come after the City Commission’s initial approval of the docu-ment. The public review draft of the Wastewater Collection Sys-tem Facility Plan Update is available through the following website. https://www.bozeman.net/departments/transportation-engineering/engineering/wastewater-facility-plan-update The draft wastewater facility plan update may be revised as the public review process proceeds. The City invites the public to comment in writing and to attend the public hearings. Written comments are encour-aged and may be directed to City of Bozeman, Department of Community Development, PO Box 1230, Bozeman, MT 59771-1230 or emailed to comments@bozeman.net. For those who require ac-commodations for disabilities, please contact the ADA Coor-dinator Max Ziegler, Assistant Superintendent of Facilities, at 582-2439 (voice), 582-2301 (TDD). Details: The Wastewater Fa-cility Plan Update (WWFPU) is a comprehensive master plan of the City’s wastewater collection system. The plan encompasses as wide scope of items ranging from charac-terization of wastewater flows, evaluation of collection system performance, identification of system deficiencies, and de-velopment of a comprehensive capital improvement plan to address near-term and long-term system needs. As part of the update a substantial effort was undertaken to validate and calibrate the City’s exist-ing wastewater model. The wastewater model is intended to be updated as the collection system expands into the future and serve as a crucial plan-ning and evaluation tool. The culmination of the WWF-PU is to provide the commu-nity with resources and tools to continue meeting the City’s strategic plan by fostering a well-planned City, prioritizing capital improvements for ex-isting and new infrastructure, and ultimately helping guide public funds to the right project at the right time. Lastly, the City’s unified de-velopment code, codified as Chapter 38 of Bozeman Mu-nicipal Code, incorporate the adopted wastewater facility plan by reference and requires that any wastewater system expansions necessary to sup-port proposed development be completed in conformance with the wastewater facility plans recommendations.Pub Oct 5, 12, 19, 2024 566663 MNAXLP 163 AD# 566663 NOTICE OF PUBLIC HEARINGS TO CONSIDER THE CITY OF BOZEMAN WASTEWATER COLLECTION SYSTEM FACILITY PLAN UPDATE.What: The City of Bozeman gives notice of public hearings to consider the Wastewater Collection System Facility Plan Update. Periodically, the City undertakes a comprehensive planning effort to help guide system improvements so that adequate service is provid-ed to the growing community. These planning efforts are re-ferred to as Facility Plans.The Wastewater Collection System Facility Plan is intend-ed to serve as the principal framework for capital improve-ment planning and budgeting and provide City staff with near-term and long-range planning improvements sur-rounding the City’s collection system. Details are provided below. The draft of the Waste-water Collection System Facil-ity Plan Update can be found at the following website.https://www.bozeman.net/departments/transportation-engineering/engineering/wastewater-facility-plan-updateWhy: The City of Bozeman owns and operates a waste-water collection system serv-ing its residents, businesses and industry. The City contin-ues to experience rapid growth with an average estimated an-nual population growth of 4% over the past 15 years. This growth and aging infrastruc-ture present many challenges to maintaining, operating, and expanding the wastewater collection system. The pre-vious Wastewater Collection Facility Plan was completed in 2015. Since the 2015 Waste-water Facility Plan, many of the improvements identified in the Facility Plan have been completed. As the community continues to grow and exist-ing infrastructure ages, the wastewater collection system hydraulic model and reference planning documents require a comprehensive update to en-sure the City can continue to meet its level of service and accommodate growth.The City encourages early public participation during development and adoption of plans and regulations. The re-cent Montana Land Use Plan-ning Act further emphasizes public involvement during the policy-making stage rather than during development per-mitting. The Act includes a new requirement that limits the scope of and opportu-nity for public participation; and comment on site-spe-cific development in sub-stantial compliance with the land use plan must be lim-ited to only those impacts or significantly increased impacts that were not pre-viously identified and con-sidered in the adoption, amendment, or update of the land use plan, zoning regulations, or subdivision regulations. The Wastewa-ter Collection System Facility Plan Update is an issue plan as described in the Montana Land use Planning Act. The updated plan may be the ba-sis for regulations or project review after adoption. When and Who: On Monday, October 21, 2024, at 6:00 p.m., the Community De-velopment Board acting in their capacity as the Zoning Commission and Planning Board (Planning Commis-sion) will hold an introductory public meeting regarding the Wastewater Collection System Facility Plan Update, in the Commission Room at City Hall, 121 N. Rouse Ave. Bozeman MT. Remote elec-tronic participation may also be available. Instructions for participating remotely will be included on the meeting agen-da. The agenda is available in the Events portion of the City’s website at https://www.bozeman.net/home at least 48 hours prior to the meeting. On Monday, November 4, 2024, at 6:00 p.m., the Com-munity Development Board acting in their capacity as the Zoning Commission and Planning Board (Planning Commission) will conduct a public hearing to receive public testimony and con-sider a recommendation on the Wastewater Collection System Facility Plan Update, in the Commission Room at City Hall, 121 N. Rouse Ave. Bozeman MT. Remote elec-tronic participation may also be available. Instructions for participating remotely will be included on the meeting agen-da. The agenda is available in the Events portion of the City’s website at https://www.bozeman.net/home at least 48 hours prior to the meeting. Separate notice will be provid-ed for public hearings before the City Commission. How: The Wastewater Col-lection System Facility Plan Update will be implemented by resolution by the City Com-mission after receiving a rec-ommendation from the Com-munity Development Board, considering public comments, and considering consisten-cy with the adopted land use plan, Bozeman Community Plan 2020. The public may comment orally at the public hearings or in writing at or prior to the public hearings regarding compliance of this application with the required content and process established in the Montana Land Use Planning Act, 76-25-207 and 76-25-215, MCA. Comments should identify the specific criteria or subject of concern along with facts in support of the com-ment. During the notice period the City will continue to review the Wastewater Collection System Facility Plan Update draft in response to public comments, and provide analysis of criteria and comments. The Community Development Board must provide a recom-mendation on the draft. As part of their recommendation, they may suggest changes from what is initially included in the public review draft. The City Commission will also hold a public hearing to consider the Wastewater Col-lection System Facility Plan Update. The City Commission may act to approve, modify, or reject the proposed update or continue the public hearing to another date. The City Com-mission may revise any of the proposed actions referred to in this notice during the public hearing process. At this time, the City Commission is ex-pected to begin their review on December 17, 2024. A resolu-tion adopting the wastewater facility plan update will come after the City Commission’s initial approval of the docu-ment. The public review draft of the Wastewater Collection Sys-tem Facility Plan Update is available through the following website. https://www.bozeman.net/departments/transportation-engineering/engineering/wastewater-facility-plan-update The draft wastewater facility plan update may be revised as the public review process proceeds. The City invites the public to comment in writing and to attend the public hearings. Written comments are encour-aged and may be directed to City of Bozeman, Department of Community Development, PO Box 1230, Bozeman, MT 59771-1230 or emailed to comments@bozeman.net. For those who require ac-commodations for disabilities, please contact the ADA Coor-dinator Max Ziegler, Assistant Superintendent of Facilities, at 582-2439 (voice), 582-2301 (TDD). Details: The Wastewater Fa-cility Plan Update (WWFPU) is a comprehensive master plan of the City’s wastewater collection system. The plan encompasses as wide scope of items ranging from charac-terization of wastewater flows, evaluation of collection system performance, identification of system deficiencies, and de-velopment of a comprehensive capital improvement plan to address near-term and long-term system needs. As part of the update a substantial effort was undertaken to validate and calibrate the City’s exist-ing wastewater model. The wastewater model is intended to be updated as the collection system expands into the future and serve as a crucial plan-ning and evaluation tool. The culmination of the WWF-PU is to provide the commu-nity with resources and tools to continue meeting the City’s strategic plan by fostering a well-planned City, prioritizing capital improvements for ex-isting and new infrastructure, and ultimately helping guide public funds to the right project at the right time. Lastly, the City’s unified de-velopment code, codified as Chapter 38 of Bozeman Mu-nicipal Code, incorporate the adopted wastewater facility plan by reference and requires that any wastewater system expansions necessary to sup-port proposed development be completed in conformance with the wastewater facility plans recommendations.Pub Oct 5, 12, 19, 2024 566663 MNAXLP NOTICE OF PUBLIC HEARINGS TO CONSIDER THE CITY OF BOZEMAN WASTEWATER COLLECTION SYSTEM FACILITY PLAN UPDATE.What: The City of Bozeman gives notice of public hearings to consider the Wastewater Collection System Facility Plan Update. Periodically, the City undertakes a comprehensive planning effort to help guide system improvements so that adequate service is provid-ed to the growing community. These planning efforts are re-ferred to as Facility Plans.The Wastewater Collection System Facility Plan is intend-ed to serve as the principal framework for capital improve-ment planning and budgeting and provide City staff with near-term and long-range planning improvements sur-rounding the City’s collection system. Details are provided below. The draft of the Waste-water Collection System Facil-ity Plan Update can be found at the following website.https://www.bozeman.net/departments/transportation-engineering/engineering/wastewater-facility-plan-updateWhy: The City of Bozeman owns and operates a waste-water collection system serv-ing its residents, businesses and industry. The City contin-ues to experience rapid growth with an average estimated an-nual population growth of 4% over the past 15 years. This growth and aging infrastruc-ture present many challenges to maintaining, operating, and expanding the wastewater collection system. The pre-vious Wastewater Collection Facility Plan was completed in 2015. Since the 2015 Waste-water Facility Plan, many of the improvements identified in the Facility Plan have been completed. As the community continues to grow and exist-ing infrastructure ages, the wastewater collection system hydraulic model and reference planning documents require a comprehensive update to en-sure the City can continue to meet its level of service and accommodate growth.The City encourages early public participation during development and adoption of plans and regulations. The re-cent Montana Land Use Plan-ning Act further emphasizes public involvement during the policy-making stage rather than during development per-mitting. The Act includes a new requirement that limits the scope of and opportu-nity for public participation; and comment on site-spe-cific development in sub-stantial compliance with the land use plan must be lim-ited to only those impacts or significantly increased impacts that were not pre-viously identified and con-sidered in the adoption, amendment, or update of the land use plan, zoning regulations, or subdivision regulations. The Wastewa-ter Collection System Facility Plan Update is an issue plan as described in the Montana Land use Planning Act. The updated plan may be the ba-sis for regulations or project review after adoption.When and Who: On Monday, October 21, 2024, at 6:00 p.m., the Community De-velopment Board acting in their capacity as the Zoning Commission and Planning Board (Planning Commis-sion) will hold an introductory public meeting regarding the Wastewater Collection System Facility Plan Update, in the Commission Room at City Hall, 121 N. Rouse Ave. Bozeman MT. Remote elec-tronic participation may also be available. Instructions for participating remotely will be included on the meeting agen-da. The agenda is available in the Events portion of the City’s website at https://www.bozeman.net/home at least 48 hours prior to the meeting.On Monday, November 4, 2024, at 6:00 p.m., the Com-munity Development Board acting in their capacity as the Zoning Commission and Planning Board (Planning Commission) will conduct a public hearing to receive public testimony and con-sider a recommendation on the Wastewater Collection System Facility Plan Update, in the Commission Room at City Hall, 121 N. Rouse Ave. Bozeman MT. Remote elec-tronic participation may also be available. Instructions for participating remotely will be included on the meeting agen-da. The agenda is available in the Events portion of the City’s website at https://www.bozeman.net/home at least 48 hours prior to the meeting. Separate notice will be provid-ed for public hearings before the City Commission.How: The Wastewater Col-lection System Facility Plan Update will be implemented by resolution by the City Com-mission after receiving a rec-ommendation from the Com-munity Development Board, considering public comments, and considering consisten-cy with the adopted land use plan, Bozeman Community Plan 2020. The public may comment orally at the public hearings or in writing at or prior to the public hearings regarding compliance of this application with the required content and process established in the Montana Land Use Planning Act, 76-25-207 and 76-25-215, MCA. Comments should identify the specific criteria or subject of concern along with facts in support of the com-ment. During the notice period the City will continue to review the Wastewater Collection System Facility Plan Update draft in response to public comments, and provide analysis of criteria and comments. The Community Development Board must provide a recom-mendation on the draft. As part of their recommendation, they may suggest changes from what is initially included in the public review draft. The City Commission will also hold a public hearing to consider the Wastewater Col-lection System Facility Plan Update. The City Commission may act to approve, modify, or reject the proposed update or continue the public hearing to another date. The City Com-mission may revise any of the proposed actions referred to in this notice during the public hearing process. At this time, the City Commission is ex-pected to begin their review on December 17, 2024. A resolu-tion adopting the wastewater facility plan update will come after the City Commission’s initial approval of the docu-ment. The public review draft of the Wastewater Collection Sys-tem Facility Plan Update is available through the following website. https://www.bozeman.net/departments/transportation-engineering/engineering/wastewater-facility-plan-update The draft wastewater facility plan update may be revised as the public review process proceeds. The City invites the public to comment in writing and to attend the public hearings. Written comments are encour-aged and may be directed to City of Bozeman, Department of Community Development, PO Box 1230, Bozeman, MT 59771-1230 or emailed to comments@bozeman.net. For those who require ac-commodations for disabilities, please contact the ADA Coor-dinator Max Ziegler, Assistant Superintendent of Facilities, at 582-2439 (voice), 582-2301 (TDD). Details: The Wastewater Fa-cility Plan Update (WWFPU) is a comprehensive master plan of the City’s wastewater collection system. The plan encompasses as wide scope of items ranging from charac-terization of wastewater flows, evaluation of collection system performance, identification of system deficiencies, and de-velopment of a comprehensive capital improvement plan to address near-term and long-term system needs. As part of the update a substantial effort was undertaken to validate and calibrate the City’s exist-ing wastewater model. The wastewater model is intended to be updated as the collection system expands into the future and serve as a crucial plan-ning and evaluation tool. The culmination of the WWF-PU is to provide the commu-nity with resources and tools to continue meeting the City’s strategic plan by fostering a well-planned City, prioritizing capital improvements for ex-isting and new infrastructure, and ultimately helping guide public funds to the right project at the right time. Lastly, the City’s unified de-velopment code, codified as Chapter 38 of Bozeman Mu-nicipal Code, incorporate the adopted wastewater facility plan by reference and requires that any wastewater system expansions necessary to sup-port proposed development be completed in conformance with the wastewater facility plans recommendations.Pub Oct 5, 12, 19, 2024 566663 MNAXLP NOTICE OF PUBLIC HEARINGS TO CONSIDER THE CITY OF BOZEMAN WASTEWATER COLLECTION SYSTEM FACILITY PLAN UPDATE.What: The City of Bozeman gives notice of public hearings to consider the Wastewater Collection System Facility Plan Update. Periodically, the City undertakes a comprehensive planning effort to help guide system improvements so that adequate service is provid-ed to the growing community. These planning efforts are re-ferred to as Facility Plans.The Wastewater Collection System Facility Plan is intend-ed to serve as the principal framework for capital improve-ment planning and budgeting and provide City staff with near-term and long-range planning improvements sur-rounding the City’s collection system. Details are provided below. The draft of the Waste-water Collection System Facil-ity Plan Update can be found at the following website.https://www.bozeman.net/departments/transportation-engineering/engineering/wastewater-facility-plan-updateWhy: The City of Bozeman owns and operates a waste-water collection system serv-ing its residents, businesses and industry. The City contin-ues to experience rapid growth with an average estimated an-nual population growth of 4% over the past 15 years. This growth and aging infrastruc-ture present many challenges to maintaining, operating, and expanding the wastewater collection system. The pre-vious Wastewater Collection Facility Plan was completed in 2015. Since the 2015 Waste-water Facility Plan, many of the improvements identified in the Facility Plan have been completed. As the community continues to grow and exist-ing infrastructure ages, the wastewater collection system hydraulic model and reference planning documents require a comprehensive update to en-sure the City can continue to meet its level of service and accommodate growth.The City encourages early public participation during development and adoption of plans and regulations. The re-cent Montana Land Use Plan-ning Act further emphasizes public involvement during the policy-making stage rather than during development per-mitting. The Act includes a new requirement that limits the scope of and opportu-nity for public participation; and comment on site-spe-cific development in sub-stantial compliance with the land use plan must be lim-ited to only those impacts or significantly increased impacts that were not pre-viously identified and con-sidered in the adoption, amendment, or update of the land use plan, zoning regulations, or subdivision regulations. The Wastewa-ter Collection System Facility Plan Update is an issue plan as described in the Montana Land use Planning Act. The updated plan may be the ba-sis for regulations or project review after adoption.When and Who: On Monday, October 21, 2024, at 6:00 p.m., the Community De-velopment Board acting in their capacity as the Zoning Commission and Planning Board (Planning Commis-sion) will hold an introductory public meeting regarding the Wastewater Collection System Facility Plan Update, in the Commission Room at City Hall, 121 N. Rouse Ave. Bozeman MT. Remote elec-tronic participation may also be available. Instructions for participating remotely will be included on the meeting agen-da. The agenda is available in the Events portion of the City’s website at https://www.bozeman.net/home at least 48 hours prior to the meeting.On Monday, November 4, 2024, at 6:00 p.m., the Com-munity Development Board acting in their capacity as the Zoning Commission and Planning Board (Planning Commission) will conduct a public hearing to receive public testimony and con-sider a recommendation on the Wastewater Collection System Facility Plan Update, in the Commission Room at City Hall, 121 N. Rouse Ave. Bozeman MT. Remote elec-tronic participation may also be available. Instructions for participating remotely will be included on the meeting agen-da. The agenda is available in the Events portion of the City’s website at https://www.bozeman.net/home at least 48 hours prior to the meeting. Separate notice will be provid-ed for public hearings before the City Commission.How: The Wastewater Col-lection System Facility Plan Update will be implemented by resolution by the City Com-mission after receiving a rec-ommendation from the Com-munity Development Board, considering public comments, and considering consisten-cy with the adopted land use plan, Bozeman Community Plan 2020. The public may comment orally at the public hearings or in writing at or prior to the public hearings regarding compliance of this application with the required content and process established in the Montana Land Use Planning Act, 76-25-207 and 76-25-215, MCA. Comments should identify the specific criteria or subject of concern along with facts in support of the com-ment.During the notice period the City will continue to review the Wastewater Collection System Facility Plan Update draft in response to public comments, and provide analysis of criteria and comments.The Community Development Board must provide a recom-mendation on the draft. As part of their recommendation, they may suggest changes from what is initially included in the public review draft.The City Commission will also hold a public hearing to consider the Wastewater Col-lection System Facility Plan Update. The City Commission may act to approve, modify, or reject the proposed update or continue the public hearing to another date. The City Com-mission may revise any of the proposed actions referred to in this notice during the public hearing process. At this time, the City Commission is ex-pected to begin their review on December 17, 2024. A resolu-tion adopting the wastewater facility plan update will come after the City Commission’s initial approval of the docu-ment. The public review draft of the Wastewater Collection Sys-tem Facility Plan Update is available through the following website.https://www.bozeman.net/departments/transportation-engineering/engineering/wastewater-facility-plan-updateThe draft wastewater facility plan update may be revised as the public review process proceeds.The City invites the public to comment in writing and to attend the public hearings. Written comments are encour-aged and may be directed to City of Bozeman, Department of Community Development, PO Box 1230, Bozeman, MT 59771-1230 or emailed to comments@bozeman.net.For those who require ac-commodations for disabilities, please contact the ADA Coor-dinator Max Ziegler, Assistant Superintendent of Facilities, at 582-2439 (voice), 582-2301 (TDD). Details: The Wastewater Fa-cility Plan Update (WWFPU) is a comprehensive master plan of the City’s wastewater collection system. The plan encompasses as wide scope of items ranging from charac-terization of wastewater flows, evaluation of collection system performance, identification of system deficiencies, and de-velopment of a comprehensive capital improvement plan to address near-term and long-term system needs. As part of the update a substantial effort was undertaken to validate and calibrate the City’s exist-ing wastewater model. The wastewater model is intended to be updated as the collection system expands into the future and serve as a crucial plan-ning and evaluation tool. The culmination of the WWF-PU is to provide the commu-nity with resources and tools to continue meeting the City’s strategic plan by fostering a well-planned City, prioritizing capital improvements for ex-isting and new infrastructure, and ultimately helping guide public funds to the right project at the right time. Lastly, the City’s unified de-velopment code, codified as Chapter 38 of Bozeman Mu-nicipal Code, incorporate the adopted wastewater facility plan by reference and requires that any wastewater system expansions necessary to sup-port proposed development be completed in conformance with the wastewater facility plans recommendations.Pub Oct 5, 12, 19, 2024 566663 MNAXLP 164 Community Development Board Wastewater Collection System Facility Plan 2024 Monday, October 21, 2024 165 PRESENTATIONOVERVIEW•Purpose and Background •Public Process Schedule •Project Timeline •Primary Work Elements •What’s Next? Wastewater Facility Plan Update 2024 166 Guiding Document that defines how the City will plan, design, construct and maintain the sanitary sewer pipe and pump systems. WASTEWATER FACILITY PLAN INTRODUCTION AND BACKGROUND Wastewater Facility Plan Update 2024 167 ❑ Proactive Planning – the right project at the right time ❑ Infrastructure Asset Management WASTEWATER FACILITY PLAN GOALS Wastewater Facility Plan Update 2024 168 PUBLIC PROCESS SCHEDULE ❑October 21, 2024 – Community Development Board, Introductory Public Meeting ❑November 4, 2024 – Community Development Board, Public Hearing, Formal Recommendation Request ❑December 17, 2024 – City Commission, Public Hearing ❑Formal adoption via Resolution after consideration from the City Commission Wastewater Facility Plan Update 2024 169 PROJECT TIMELINE Quick History ❑Previous Plan was completed in 2015 ❑Many of the recommendations from the 2015 Plan have been constructed ❑The City has experienced rapid growth Wastewater Facility Plan Update 2024 ▪Project Kickoff ▪Data Collection & Flow Monitoring 2020 ▪Flow Characterization ▪Model Development & Calibration ▪System Evaluation 2021-2022 2022-2023 2024 2024-2025 ▪Risk Assessment ▪Development of Recommended Capital Improvements Formal Adoption ▪Network Update ▪Increased Density Evaluation ▪Final Reporting ▪Public Outreach 170 COLLECTION SYSTEM ANALYSIS PRIMARY WORK ELEMENTS FOR THE FACILITY PLAN UPDATE SEWER FLOW PROJECTIONS PROACTIVE PLANNING RISK ASSESSMENT OF EXISTING ASSETS BASIS OF PLANNING Wastewater Facility Plan Update 2024 DATA COLLECTION 171 DATA COLLECTION Wastewater Facility Plan Update 2024 172 BASIS OF PLANNING ❑Establish the Study Area ▪2020 Community Plan o Existing Area (13,393 acres) o Future Area (45,342 acres) ❑Determine Existing and Future Sewershed Boundaries ❑Review Existing and Future land use and zoning information ▪City is seeing an increase in overall density Wastewater Facility Plan Update 2024 Map showing Ultimate Build-Out (UBO) Land Use Designations 173 BASIS OF PLANNING WHY ARE SEWERSHEDS IMPORTANT? Wastewater Facility Plan Update 2024 What is a Sewershed? 174 FLOW PROJECTIONS Wastewater Facility Plan Update 2024 175 FLOW PROJECTIONS Wastewater Facility Plan Update 2024 176 COLLECTION SYSTEM ANALYSIS There are five growth scenarios evaluated in the hydraulic Model: EXISTING CONDITIONS INCREASED DENSITY INFILL FUTURE BUILD-OUT FUTURE BUILD-OUT - WEST SCENARIO Five scenarios were evaluated in the hydraulic model Wastewater Facility Plan Update 2024 177 COLLECTION SYSTEM ANALYSIS The sewer model is a valuable tool to quickly diagnose system challenges and plan for growth Lift Station Needs Existing collection Main Needs Future Pipe Sizing and Layout System Operational Considerations System Risk – Consequence Wastewater Facility Plan Update 2024 178 RISK ASSESSMENT OF EXISTING ASSETS Why Understanding Risk is Important? What is Risk? ❑Risk mitigation and management ❑Prioritize Capital Improvements – the right project at the right time ❑Informed and defendable decisions Risk is the likelihood of a harmful incident occurring combined with the potential severity of the harm if it does occur. How Risk is Calculated for the Collection System? RISKConsequence of Failure (CoF) Likelihood of Failure (LoF) Pipe Age & Material Pipe Capacity Wastewater Facility Plan Update 2024 179 RISK ASSESSMENT OF EXISTING ASSETS ❑Established a collection system risk model ❑Defined different risk components ❑Prioritize rehabilitation and replacement ❑Update and fine-tune risk model Wastewater Facility Plan Update 2024 Risk Assessment (Evolving) Process - City’s Collection System 180 PROACTIVE PLANNING Wastewater Facility Plan Update 2024 Map showing infill system improvements Project Total Project Cost Project Drivers Project 1 – 19th Ave / Kagy Blvd Interceptor Improvements $5,291,600 Infill capacity Critical aging infrastructure Project 2 – Durston Road and 17th Avenue Sewer Main Replacement $959,900 Critical aging infrastructure Project 3 – 7th Avenue to Oak Street Sewer Main Replacement $1,276,400 Critical aging infrastructure Project 4 – North 11th Avenue Sewer Main Replacement $574,400 Critical aging infrastructure Project 5 – Plum Avenue Sewer Main Replacement $1,326,500 Critical aging infrastructure Project 6 – 4th Avenue, Babcock Street and Grand Avenue Sewer Main Replacement $665,000 Existing capacity concerns Critical aging infrastructure Project 7 – North 9th Avenue, West Villard Street, and South 9th Avenue Sewer Main Replacement $2,159,300 Critical aging infrastructure Project 8 – West Harrison Street, 10th Avenue, and Curtiss Street Sewer Main Replacement $2,478,600 Critical aging infrastructure Lift Station Project 1 – Valley Center Lift Station $5,962,700 System expansion Small Pipe Project 1 – South Black Avenue 6- inch Sewer Main Replacement $1,817,000 Existing capacity concerns Critical aging infrastructure Small Pipe Project 2 – South Willson Avenue 6- inch Sewer Main Replacement $1,721,700 Small Pipe Project 3 – South Grand Avenue 6- inch Sewer Main Replacement $1,377,600 Small Pipe Project 4 – West Olive Street 6-inch Sewer Main Replacement $691,400 Small Pipe Project 5 – South 4th Avenue 6-inch Sewer Main Replacement $961,100 Small Pipe Project 6 – South 3rd Avenue 6-inch Sewer Main Replacement $971,800 Wastewater Facility Plan Capital Improvement Plan Summary of Near Term (5-year) Capital Improvement Projects 181 PROACTIVE PLANNING Wastewater Facility Plan Update 2024 Summary of Near Term (5-year) Capital Improvement Projects 182 WHATS NEXT? ✓October 21, 2024 – Community Development Board, Introductory Public Meeting ❑November 4, 2024 – Community Development Board, Public Hearing, Formal Recommendation Request ❑December 17, 2024 – City Commission, Public Hearing ❑Formal adoption via Resolution after consideration from the City Commission Wastewater Facility Plan Update 2024 183 Community Development Board Thank you! Questions? Monday, October 21, 2024 Wastewater Facility Plan Update 2024 184 WASTEWATER COLLECTION SYSTEM FACILITY PLAN OCTOBER 2024 2024 UPDATE DRAFT 185 The City of Bozeman (City) owns and operates a wastewater collection system serving its residents, businesses, and industry. The City continues to experience rapid growth, with an average estimated annual population growth of 4% over the past 15 years. This growth cou- pled with aging infrastructure presents many challenges to maintaining, operating, and expanding the wastewater collection system. The City periodically undertakes comprehensive planning efforts to help guide system improve- ments so that adequate service is provided to the growing community. These planning efforts are referred to as Facility Plans. The previous Wastewater Collection System Facility Plan was completed in 2015. Since the 2015 wastewater facility plan, many of the improvements iden- tified in the facility plan have been completed. As development pressure continues to grow and existing infrastructure ages, the wastewater collection system model and reference planning documents required a comprehensive update to ensure the City can continue to meet its level of service goals and accommodate growth. INTRODUCTION UNDERSTANDING OF THE EXISTING SYSTEM BASIS OF PLANNING COLLECTION SYSTEM ANALYSIS RISK ASSESSMENT PROACTIVE PLANNING UNDERSTANDING OF THE EXISTING SYSTEM The City’s existing wastewater collection and treatment system serves approximately 56,000 people and includes around 230 miles of sewer pipeline and over 4,800 manholes, eight City-owned lift stations, and over five miles of force main pipeline. DRAFT 09/18/24 SUBSTANTIAL AREA GROWTH Steady growth and development will continue to increase wastewater flows which will require the City to upgrade existing or add new infrastructure to meet their future needs. INFLOW & INFILTRA- TION (I&I) CONSIDER- Inflow and Infiltration also known as I&I is a term used to describe the ways that groundwater and stormwater enter into a wastewater collection system. Currently, the City experiences both dry-weather and wet-weather I&I which increases peak flows throughout the collection system, reducing its capacity to convey wastewater. SYSTEM CHALLENGES DRAFT 09/18/24 AGING INFRASTRUCTURE Portions of the City’s sanitary sewer system are reaching their expected useful life. The oldest portions of the system were installed 100 years ago and replacing those pipes is costly. DRAFT 09/18/24 186 BASIS OF PLANNING Establishing Planning Boundary and Future Wastewater Flow The establishment of the planning boundary and future wastewater generation characteristics is a critical component in the development of the Facility Plan Update. The 2020 Community Plan Boundary was used as a starting point for this Facility Plan along with the previously defined collection system service boundary, as shown in the figure on the next page. The wastewater generated from infill and growth areas define the ultimate conveyance requirements of the collection system and drives infrastructure improvements. Wastewater Duty Factors for various land use categories were determined to allocate future wastewater flows. Duty factors are a measure of wastewater generation on a gross-area basis (gallons per acre per day). The duty factors were developed by evaluating winter water usage and water reclamation facility (WRF) inflow. Duty factors were assigned to the zoning categories within City limits and to the land use categories as defined in the 2020 Community Plan to establish the Ultimate Build- Out (UBO) conditions. The map on the next page shows the UBO land use designations. The majority of the UBO growth area is defined as Urban Neighborhood which was assigned a duty factor equivalent to approximately 9 dwelling units per gross acre. BozemanYellowstoneInternationalAirport 90 FrontageRd E Valley Center Rd Kerns Huffine Ln Huffine Ln The Black BullRunGolfClub King Arthur Park Cottonwood Rd CottonwoodRd90 FrontageRd Bridger CreekGolfCourse RiversideCountryClub Snowfill FarmersDitch S19thAveB ridger Dr NRouseAveE MainSt WMain St New HyaliteView Montana StateUniversity Bozeman S19thAvePattersonMatthews 86BridgerCanyonRd 86 86 90 90 Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate. Locator Map Not to Scale¯www.ae2s.com | Advanced Engineering and Environmental Services, LLCFigure 2-3 WASTEWATER COLLECTION FACILITY PLANCity of Bozeman | Gallatin County, MT 0 6,0003,000 Feet Date: 10/24/2024 1 inch = 6,000 feet Bozeman City Limits (July 2020) Future Ultimate Build-Out (UBO) Boundary URD (Urban Renewal District) TIF (Tax Increment Financing District) UBO Land Use CCMU - Community Commercial Mixed Use FU - No City Services GC - Golf Course ID - Industrial PI - Public Institutions POS - Parks, Open Space and Recreation RC - Regional Commercial and Services RD - Urban Neighborhood RDMU - Residential Emphasis Mixed Use Coordinate System: NAD 1983 UTM Zone 12N | Edited by: zmagdol | W:\B\Bozeman\P05097-2018-006 - Bozeman Wastewater Collection Facility Plan\GIS\Bozeman Wastewater Collection Facility Plan -Mapping and Analysis.aprx | TM5 2-3 UBO Land Use ULTIMATE BUILD-OUT (UBO)LAND USE DESIGNATIONS *Maker Space Mixed Use and Traditional Core Land Use Categories were not included in July 2020 Future Land Use data but are included in the 2020 Community Plan. To better understand the existing system and ensure accurate modeling results a significant data collection effort was completed as part of the update. Approximately 1,400 manholes were surveyed to establish confident pipe inverts on the major interceptor network. Wastewater flows were monitored for several months at six (6) different locations to better understand seasonal variations in groundwater and how the system responds during wet weather events. Operational data was collected from the City’s wastewater reclamation facility and lift stations. The photos to the right show the inside of an existing City sewer manhole and a rendering of survey data, which used to help establish pipe inverts in the hydraulic model. In a sewer pipe, the invert is the lowest point which wastewater can flow on the inside. UNDERSTANDING HOW THE COLLECTION SYSTEM PREFORMS Several scenarios were developed in collaboration with City staff. There are five scenarios evaluated in the hydraulic Model: • Existing Scenario - An evaluation of the existing system. • Infill Scenario - An evaluation of the system that includes build-out of all areas internal to the existing City boundary. • Ultimate Build-Out (UBO) Scenario - An evaluation of the future UBO service boundary. • UBO West Scenario - A similar evaluation of the UBO scenario, but incorporates an option for conveying wastewater westerly to a theoretical future treatment facility. • Increased Density Scenario - Increases the wastewater loading within City limits to better understand the impacts of growth. WASTEWATER DUTY FACTORS DRAFT 09/18/24 ESTABLISHING A STRONG UNDERSTANDING STARTS WITH DATA Wastewater Duty Factor (Gallon Per Acre Per Day) Parcel File with Land Use The following figure provides a basic illustration on how the wastewater duty factor is linked to the parcel file with land use. Demands are then allocated within the hydraulic model for evaluation. The Duty Factor is assigned to its representative land use file. 187 • Lift Station Capacities • Force Main Capacities • Sewer Main Capacities • Wet Weather Influence • Criticality Assessment Valuable Tool to Quickly Diagnose System Challenges and Plan for Growth MODEL DEVELOPMENT AND CALIBRATION Creating a model that accurately simulates wastewater flows throughout the collection system is useful to help identify system deficiencies. Wastewater was spatially allocated in the model to accurately simulate flows generated across the collection system. Real flow data was utilized for calibration to ensure the model accurately represents existing conditions. Improved model database: The project incorporated updates to the collection system including pipe size and locations. Importantly, the project included surveying primary gravity sewer inverts to bring the major model network elements into one datum. This is critical for the City to have confidence in analysis and system capacity evaluation. “All Pipe” Models Provide Accurate Simulation The new hydraulic model is an “all pipes” model, meaning that they maintain a one-to-one relationship between individual elements in the City’s GIS database and pipes in the model. An all pipes model results in a more accurate simulation, and enables more efficient model updates and maintenance with changes in the City’s GIS database (that reflect changes in its infrastructure). This is critical for a City growing as fast as Bozeman and to avoid the model becoming outdated. The City now has a valuable tool that can be utilized with a high degree of confidence and accuracy. COLLECTION SYSTEM ANALYSIS The development of an accurately calibrated model provides the City with the ability to analyze countless scenarios and answer the looming “What If” questions as the City grows and expands.The wastewater collection system was evaluated under existing and future flow conditions. Hydraulic performance standards were established using the City’s design standards, Montana Department of Environmental Quality standards, and input from City staff. The Duty Factor is assigned to its representative land use file. WWaasstteewwaatteerr CCoolllleeccttiioonn SSyysstteemm FFaacciilliittyy PPllaann –– 22002244 UUppddaattee TTeecchhnniiccaall MMeemmoorraanndduumm 77..00 –– HHyyddrraauulliicc MMooddeell DDeevveellooppmmeenntt aanndd RReessuullttss Technical Memorandum 7.0 Page 24 Figure 2-9: WRF Metered vs Modeled Wet Weather Flows Figure 2-10: I5009 Metered vs Modeled Wet Weather Flows DRAFT 09/18/24 Hydraulic Model Flow Comparison at Water Resource Recovery Facility June 17, 2020 WASTEWATER FLOW (GPM)Modeled Observed A detailed review of how the system behaves under peak flow conditions provides and understanding of system needs. Hydraulic performance standards considered in the evaluation include the following: Gravity Main Design Criteria: Velocity, maximum depth of flow, diameter, minimum slope, friction factor, and capacity Force Main Design Criteria: Velocity, diameter, and friction factor Lift Station Design Criteria: Firm capacity and peak hour flow Wet Weather Influence Criteria: Inflow and infiltration In general the existing collection system meets performance standards with the exception of a few locations. Under future conditions, improvements will be required to accommodate future growth and development as well as mitigate risk. The map to the right shows the existing system evaluated under peak flow conditions. Results are then evaluated to determine the appropriate mitigation, such as upsizing sewer main. DRAFT 09/18/24 DRAFT 09/18/24DRAFT 09/18/24 CALENDAR DATE Wastewater Duty Factor (Gallons per Acre per Day) 188 In addition to evaluating the collection system hydraulic performance under various scenarios, a risk assessment was conducted of the existing infrastructure to help prioritize rehabilitation and replacement needs. The Facility Plan Update includes a path forward for future comprehensive risk assessments which will achieve the following: Likelihood vs. Consequence of Failure The risk assessment completed for the City consists of five risk levels ranging from “negligible” to “extreme”. The matrix to the right summarizes the risk levels by likelihood and consequence of failure. Develop a Comprehensive Understanding of Collection System Risk Develop a Prioritization of Collection System Improvements Risk Management & Risk Mitigation Informed & Defendable Decisions Smart Investments for Appropriate Infrastructure Assessment, Replacement, and Maintenance Likelihood of Failure Consequence of FailureWHAT IS RISK? NOTE: Collection system risk will be routinely reevaluated which will help City staff prioritize changes as new information is collected. LOW MEDIUM HIGH HIGH Medium High Extreme MEDIUM Low Medium High LOW Negligible Low Medium Likelihood of failure scoring is generally based on pipe material and age. Consequence of failure scoring is based on capacity or size, with larger pipes having an assumed higher consequence. RISK ASSESSMENT RESULTS The risk assessment showed that approximately 28 miles of collection system are ranked in the high and extreme risk categories. This represents approximately 12% of the system. The pipes within the high and extreme risk categories are generally old and are either vitrified clay or asbestos cement pipes. Rehabilitation and replacement projects were developed based on grouping high or extreme risk pipes together into logical corridors so that construction is optimized. RISK ASSESSMENT DRAFT 09/18/24DRAFT 09/18/24DRAFT 09/18/24 UNDERSTANDING WHAT IS JUST AROUND THE CORNER This map shows the recommended collection system improvements to meet near-term priorities addressing critical aging infrastructure and capacity concerns under the infill conditions. 189 The ultimate outcome of the Facility Plan is a comprehensive Capital Improvements Plan for the collection system infrastructure. This list of improvements will help the City proactively plan for growth and maintain a standard level-of-service for all existing and future community members. Projects identified for the Capital Improvement Plan (CIP) were divided into two timeline categories: near- term (5-years) and long-term (6-20 years). The distinct recommended improvement projects were developed based on critical aging infrastructure (i.e., risk assessment), existing system hydraulic capacity concerns, infill hydraulic capacity concerns, and system expansion due to growth and development. The table below summarizes the recommended near-term improvement projects and identifies the factors driving these recommendations. PROACTIVE PLANNING LOOKING TO THE FUTURE This map shows the long-term full build-out improvements. These improvements have been sized using the assumptions made in the Basis of Planning and are meant to provide a roadmap for the City and Developers as the community expands and grows outside of its current boundary. These high-level future improvements identify the major collection system components such as large interceptors and new regional lift stations that are necessary to meet long-term system growth needs. WWaasstteewwaatteerr CCoolllleecctitioonn SSyysstteemm FFaacciilliittyy PPllaann –– 22002244 UUppddaattee 11..00 –– EExxeeccuutitivvee SSuummmmaarryy 1.0 – Executive Summary Page 14 Table 9-1 – Summary of Near Term (5-year) Capital Improvement Projects Project Total Project Cost Project Drivers Project 1 – 19th Ave / Kagy Blvd Interceptor Improvements $5,291,600 Infill capacity Critical aging infrastructure Project 2 – Durston Road and 17th Avenue Sewer Main Replacement $959,900 Critical aging infrastructure Project 3 – 7th Avenue to Oak Street Sewer Main Replacement $1,276,400 Critical aging infrastructure Project 4 – North 11th Avenue Sewer Main Replacement $574,400 Critical aging infrastructure Project 5 – Plum Avenue Sewer Main Replacement $1,326,500 Critical aging infrastructure Project 6 – 4th Avenue, Babcock Street and Grand Avenue Sewer Main Replacement $665,000 Existing capacity concerns Critical aging infrastructure Project 7 – North 9th Avenue, West Villard Street, and South 9th Avenue Sewer Main Replacement $2,159,300 Critical aging infrastructure Project 8 – West Harrison Street, 10th Avenue, and Curtiss Street Sewer Main Replacement $2,478,600 Critical aging infrastructure Lift Station Project 1 – Valley Center Lift Station $5,962,700 System expansion Small Pipe Project 1 – South Black Avenue 6-inch Sewer Main Replacement $1,817,000 Existing capacity concerns Critical aging infrastructure Small Pipe Project 2 – South Willson Avenue 6-inch Sewer Main Replacement $1,721,700 Small Pipe Project 3 – South Grand Avenue 6-inch Sewer Main Replacement $1,377,600 Small Pipe Project 4 – West Olive Street 6-inch Sewer Main Replacement $691,400 Small Pipe Project 5 – South 4th Avenue 6-inch Sewer Main Replacement $961,100 Small Pipe Project 6 – South 3rd Avenue 6-inch Sewer Main Replacement $971,800 190 Prepared By: The Bozeman Wastewater Collection System Facility Plan Update provides a comprehensive evaluation of the existing collection system infrastructure and defines future needs based on the 2020 Community Plan. Improvement projects are identified to address system needs and prioritized into near-term and long-term categories. As the City cycles through the planning process some of the assumptions made in this Facility Plan will change and will necessitate future updates. However, the evaluation approach and methodologies presented in this Facility Plan provide an important framework for efficiently adapting to changes and the variable challenges. SUSTAINABLE WASTEWATER UTILITY 191 Memorandum REPORT TO:Community Development Board FROM:Chris Saunders, Community Development Manager Erin George, Community Development Interim Director SUBJECT:Upcoming scheduled events for the update to the Unified Development Code, Chapter 38, Bozeman Municipal Code MEETING DATE:November 4, 2024 AGENDA ITEM TYPE:Citizen Advisory Board/Commission RECOMMENDATION:Information only, no action required. STRATEGIC PLAN:4.2 High Quality Urban Approach: Continue to support high-quality planning, ranging from building design to neighborhood layouts, while pursuing urban approaches to issues such as multimodal transportation, infill, density, connected trails and parks, and walkable neighborhoods. BACKGROUND:The following open houses have been scheduled for additional public engagement: 12/2, 12-2 PM | MSU SUB Ballroom B 12/4, 6-8 PM | Gallatin High School 12/5, 6-8 PM | Hope Lutheran Church 12/9, noon | Online; register at engage.bozeman.net 12/11, 6-8 PM | Gallatin County Fairgrounds 12/12, 6-8 PM | Sacajawea Middle School Public notice through a variety of methods will be provided. Persons seeking more information on open houses or other project history, scope, or draft maps and text should visit the project website: engage.bozeman.net/UDC. UNRESOLVED ISSUES:None. ALTERNATIVES:None. FISCAL EFFECTS:None. Report compiled on: October 31, 2024 192 Memorandum REPORT TO:Community Development Board FROM:Chris Saunders, Community Development Manager Erin George, Community Development Interim Director SUBJECT:Upcoming Items for the November 18, 2024, Community Development Board Meeting. MEETING DATE:November 4, 2024 AGENDA ITEM TYPE:Citizen Advisory Board/Commission RECOMMENDATION:Information only, no action required. STRATEGIC PLAN:4.2 High Quality Urban Approach: Continue to support high-quality planning, ranging from building design to neighborhood layouts, while pursuing urban approaches to issues such as multimodal transportation, infill, density, connected trails and parks, and walkable neighborhoods. BACKGROUND:The following non-development items are presently scheduled for the November 18, 2024, Community Development Board meeting: 1. Recommendation on updated service area report for transportation impact fee. 2. Receive presentation on Local Foods report and study recently completed by the Sustainability Division. UNRESOLVED ISSUES:None. ALTERNATIVES:None. FISCAL EFFECTS:None. Report compiled on: October 31, 2024 193