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2025-07-28 City Council Workshop Packet
AGENDA MAPLEWOOD CITY COUNCIL MANAGER WORKSHOP 5:30 P.M. Monday, July 28, 2025 City Hall, Council Chambers CONCURRENT MEETING WITH THE MAPLEWOOD ECONOMIC DEVELOPMENT AUTHORITY SPECIAL MEETING A. CALL TO ORDER B. ROLL CALL C. APPROVAL OF AGENDA D. UNFINISHED BUSINESS 1. Economic Development Strategy E. NEW BUSINESS 1. EDA Budget Discussion 2. Maplewood YMCA Community Center Facilities Report 3. Charitable Gambling Discussion F. ADJOURNMENT RULES OF CIVILITY FOR THE CITY COUNCIL, BOARDS, COMMISSIONS AND OUR COMMUNITY Following are rules of civility the City of Maplewood expects of everyone appearing at Council Meetings - elected officials, staff and citizens. It is hoped that by following these simple rules, everyone’s opinions can be heard and understood in a reasonable manner. We appreciate the fact that when appearing at Council meetings, it is understood that everyone will follow these principles: Speak only for yourself, not for other council members or citizens - unless specifically tasked by your colleagues to speak for the group or for citizens in the form of a petition. Show respect during comments and/or discussions, listen actively and do not interrupt or talk amongst each other. Be respectful of the process, keeping order and decorum. Do not be critical of council members, staff or others in public. Be respectful of each other’s time keeping remarks brief, to the point and non-repetitive. THIS PAGE IS INTENTIONALLY LEFT BLANK D1 CITY COUNCIL WORKSHOP STAFF REPORT Meeting Date July 28, 2025 REPORT TO: Michael Sable, City Manager REPORT FROM: Danette Parr, Community Development Director PRESENTER:Michael Sable, City Manager Danette Parr, Community Development Director AGENDA ITEM: Economic Development Strategy Action Requested: MotionDiscussion Public Hearing Form of Action: Resolution OrdinanceContract/Agreement Proclamation Policy Issue: The Maplewood City Council and Economic Development Authority (EDA) are continuing the ongoing discussion around the creation of the Maplewood Economic Development Strategy. Recommended Action: This item is for discussion purposes, and no action is necessary. Fiscal Impact: Is There a Fiscal Impact? No Yes, the true or estimated cost is $0.00 Financing source(s): Adopted Budget Budget Modification New Revenue Source Use of Reserves Other: NA Strategic Plan Relevance: Community InclusivenessFinancial & Asset MgmtEnvironmental Stewardship Integrated Communication Operational EffectivenessTargeted Redevelopment The city supports development and the leveraging of resources to expand the tax base while meeting the diverse needs of the community. In addition, the city promotes quality housing, commercial development and business growth. Background: In August of 2024 the EDA started the process of discussing their role and opportunities that exist for economic development in the City of Maplewood. In February and March of 2025, concurrent meetings were held with the EDA and City Council to continue the discussion. In April of 2025 the EDA discussed the draft mission, vision and values statements around economic development in Maplewood. Additional feedback was provided, and the mission, vision and values statements were updated to reflect the suggested changes. Workshop Packet Page Number 1 of 206 D1 Since that time, our consultant from Thrive has continued to develop a draft Economic Development Strategic Plan, incorporating feedback received from the City Council, EDA, and staff. The draft plan is attached for review. Staff anticipate receiving initial feedback from the EDA and City Council th at the July 28meeting and presenting a revised draft at the concurrent EDA and Council meeting th on August 25for potential adoption. Attachments: 1.Draft Economic Development Strategic Plan Workshop Packet Page Number 2 of 206 D1, Attachment 1 Workshop Packet Page Number 3 of 206 D1, Attachment 1 Workshop Packet Page Number 4 of 206 D1, Attachment 1 Workshop Packet Page Number 5 of 206 D1, Attachment 1 Workshop Packet Page Number 6 of 206 D1, Attachment 1 Workshop Packet Page Number 7 of 206 D1, Attachment 1 Workshop Packet Page Number 8 of 206 D1, Attachment 1 Workshop Packet Page Number 9 of 206 D1, Attachment 1 Workshop Packet Page Number 10 of 206 D1, Attachment 1 Workshop Packet Page Number 11 of 206 D1, Attachment 1 Workshop Packet Page Number 12 of 206 D1, Attachment 1 Workshop Packet Page Number 13 of 206 D1, Attachment 1 Workshop Packet Page Number 14 of 206 D1, Attachment 1 Workshop Packet Page Number 15 of 206 D1, Attachment 1 Workshop Packet Page Number 16 of 206 D1, Attachment 1 Workshop Packet Page Number 17 of 206 D1, Attachment 1 Workshop Packet Page Number 18 of 206 D1, Attachment 1 Workshop Packet Page Number 19 of 206 D1, Attachment 1 Workshop Packet Page Number 20 of 206 D1, Attachment 1 Workshop Packet Page Number 21 of 206 D1, Attachment 1 Workshop Packet Page Number 22 of 206 D1, Attachment 1 Workshop Packet Page Number 23 of 206 D1, Attachment 1 Workshop Packet Page Number 24 of 206 D1, Attachment 1 Workshop Packet Page Number 25 of 206 D1, Attachment 1 Workshop Packet Page Number 26 of 206 D1, Attachment 1 Workshop Packet Page Number 27 of 206 D1, Attachment 1 Workshop Packet Page Number 28 of 206 D1, Attachment 1 Workshop Packet Page Number 29 of 206 D1, Attachment 1 Workshop Packet Page Number 30 of 206 D1, Attachment 1 Workshop Packet Page Number 31 of 206 D1, Attachment 1 Workshop Packet Page Number 32 of 206 D1, Attachment 1 Workshop Packet Page Number 33 of 206 D1, Attachment 1 Workshop Packet Page Number 34 of 206 D1, Attachment 1 Workshop Packet Page Number 35 of 206 D1, Attachment 1 Workshop Packet Page Number 36 of 206 D1, Attachment 1 Workshop Packet Page Number 37 of 206 D1, Attachment 1 Workshop Packet Page Number 38 of 206 D1, Attachment 1 Workshop Packet Page Number 39 of 206 D1, Attachment 1 Workshop Packet Page Number 40 of 206 E1 CITY COUNCIL WORKSHOP STAFF REPORT Meeting Date July 28, 2025 REPORT TO: Michael Sable, City Manager REPORT FROM: Danette Parr, Community Development Director Joe Rueb, Finance Director PRESENTER:Michael Sable, City Manager Danette Parr, Community Development Director Joe Rueb, Finance Director AGENDA ITEM: EDA Budget Discussion Action Requested: MotionDiscussion Public Hearing Form of Action: Resolution OrdinanceContract/Agreement Proclamation Policy Issue: The EDA Bylaws require the EDA to submit a budget annually to the City Council for consideration and incorporation into the City’s annual budget and tax levy. Recommended Action: This item is for discussion purposes, and no action is necessary. Fiscal Impact: Is There a Fiscal Impact? No Yes, the true or estimated cost is $0.00 Financing source(s): Adopted Budget Budget Modification New Revenue Source Use of Reserves Other: NA Strategic Plan Relevance: Community InclusivenessFinancial & Asset MgmtEnvironmental Stewardship Integrated Communication Operational EffectivenessTargeted Redevelopment The city supports development and the leveraging of resources to expand the tax base while meeting the diverse needs of the community. In addition, the city promotes quality housing, commercial development and business growth. Background: The purpose of this discussion is to explore anticipated revenues and identify potential opportunities to leverage these resources to support the goals of the future Economic Development Strategic Plan. Workshop Packet Page Number 41 of 206 E1 Local Affordable Housing Aid (LAHA) LAHA funds are for the purpose of funding affordable housing projects and help organizations provide affordable supportive housing. In 2024 Maplewood received $ 221,506. In 2025 Maplewood will receive $ 587,609. Qualifying projects include: Emergency rental assistance for households earning less than 80 percent of area median income as determined by the United States Department of Housing and Urban Development. Financial support to nonprofit affordable housing providers in their mission to provide safe, dignified, affordable and supportive housing; and Projects designed for the purpose of construction, acquisition, rehabilitation, demolition or removal of structures, construction financing, permanent financing, interest rate reduction, refinancing, and gap financing of housing to provide affordable housing to households that have incomes which do not exceed: o For homeownership projects, 115% of the greater of state or area median income as determined by the United States Department of Housing and Urban Development o For rental housing projects, 80% of the greater of state or area median income as determined by the United States Department of Housing and Urban Development Housing developed or rehabilitated with funds under this section must be affordable to the local workforce. EDA Levy In June, the EDA approved a resolution adopting notice of intent to certify for an EDA tax levy. The EDA is considered a special taxing district under Minnesota Statutes, section 275.067 and allows the EDA to levy funds to support economic development efforts. If an EDA tax levy were ultimately approved, it would provide a mechanism to fund strategic land acquisition, demolition, and re- development opportunities, along with other EDA economic development initiatives. Tax Increment Financing (TIF) Pooling Recently approved special legislation allows the 2013 law, Chapter 143, Article 9, Section 21, to be amended concerning specific TIF rules to redevelopment districts in Maplewood, specifically related to the “3M Renovation and Retention Project Area.” The amended legislation will allow TIF Pooling to provide $1millon in funds to assist with redevelopment opportunities in the North End of Maplewood. TIF Administrative Fees In Minnesota, TIF administrative expenses are allowed to be reimbursed for services such as bond counsel and fiscal consultant fees and the development authority's operating costs (employee salaries and overhead) per Minn. Stat. § 469.174, subd. 14. For most districts, the limit is 10 Workshop Packet Page Number 42 of 206 206of 43 Number Page Packet Workshop Financial Management Plan1. : Attachments would be supported? f there is an interest in moving forward with a dedicated EDA levy, what percentage of levy I2) ownership program?for an affordable single family home or Twin Cities Habitat for Humanity rental program single family affordablecreation of an the a future partnership with MNHRA for e pursuIs there an interest in utilizing LAHA funding to 1) : following In determining the next steps for each potential revenue area, staff is seeking feedback on the EDA goals at any given time. broadly utilized to meet be morelevy, the revenue can an EDAIn the case of . administeredmust be utilized and how they be Many of the revenue funding sources have restrictions on how they can applications in late fall. accepting for the Maplewood Housing Rehabilitation Program to beginSeptember to allow EDA in agreement with NeighborWorks will be brought to the partnership program plan and . A final to be invested in housing rehabilitation efforts for qualified Maplewood homeowners 525,000 The recently established Housing Trust Fund and MN Housing matching grant will allow $ : Housing Trust Fund/State Grant understanding of how today’s decisions will affect residents and businesses in the future. with an the Councildeveloped and presented to Council by Ehlers. The FMP will provide The attached FMP was prepared internally by the finance department. A formal FMP will be (FMP) Financial Management Plan The loan balance as of December 31, 2024, was $844,173.41. beginning in 2024. repayment schedule included interest payments beginning in 2019 and principal payments interfund loan was structured with a simple interest calculation at a rate of 3% annually. The The an interfund loan to finance the purchase of the Moose Lodge.d approve In 2019, the Council erfund LoanntI that would otherwise be incurred by the general fund. costs utilized to offset the appropriatebeing is reimbursement the maximum allowed ensurewill be evaluating the TIF Administrative Fees to Staff. Minn. Stat. § 469.176, subd. 3per increments (property taxes paid by captured value only) authorized in the TIF plan or (2) the district's tax expenditurepercent of the lesser of the (1) E1 1, Attachment 1 Workshop Packet Page Number 44 of 206 E2 CITY COUNCIL WORKSHOP STAFF REPORT Meeting Date July 28, 2025 REPORT TO: Michael Sable, City Manager REPORT FROM: Mike Darrow, Assistant City Manager/Human ResourcesDirector PRESENTER:Mike Darrow, Assistant City Manager/ Human Resources Director Steve Love, Public Works Director AGENDA ITEM: Maplewood YMCA Community Center Facilities Report Action Requested: MotionDiscussion Public Hearing Form of Action: Resolution Ordinance Contract/Agreement Proclamation Policy Issue: Review of facility conditions assessment related to the Maplewood YMCA Community Center (MCC). Recommended Action: No action is required. Fiscal Impact: Is There a Fiscal Impact? No Yes, the true or estimated cost is $0.00 Financing source(s): Adopted Budget Budget Modification New Revenue Source Use of Reserves Other: This is a work session discussion. Specific costs will be presented based upon council direction Strategic Plan Relevance: Community InclusivenessFinancial & Asset MgmtEnvironmental Stewardship Integrated Communication Operational EffectivenessTargeted Redevelopment Background: The City contracted with Leo A. Daly to conduct a comprehensive facility conditions assessment of the Maplewood YMCA Community Center. Since 2016, the city has had a lease agreement with the YMCA of the North. That agreement will expire in October of 2026. Prior to formal action on the next steps with the MCC, the City invited members of the YMCA to a work session meeting earlier this year to discuss their programming and funding. At that meeting, the city highlighted the next Workshop Packet Page Number 45 of 206 E2 steps in better understanding short and long-term needs for the MCC building.After this meeting, the city will have an additional work session meeting in the fall to discuss appraisal information and discuss next steps. Below is an executive summary of the Facility Conditions Assessment conducted by Leo A Daly. This assessment evaluates the current condition of the Maplewood YMCA Community Center to support long-term planning, safety, and operational efficiency. It focuses on physical infrastructure, including exterior, interior, mechanical, and pool systems. The evaluation included staff interviews, walkthroughs, and review of prior documents, with prioritized recommendations ranging from life- safety corrections to long-term upgrades. Key Findings 1.Exterior Conditions Issues Identified: Widespread water damage due to poor drainage, roof slope issues, deteriorated stairs, cracked concrete, and rusting steel elements. Urgent Needs: Roof and site drainage improvements, north stair replacement, retaining wall repairs, and canopy steel restoration. 2.Interior Conditions General Wear: Aging finishes, cracked pool tiles, rusting frames, and worn flooring - particularly in high-use areas (banquet rooms, locker rooms, fitness spaces). Repurposing Opportunity: Underused spaces like the former Childcare Room can be adapted after critical upgrades. Code Concerns: Obstructed egress, deteriorated fireproofing, and temporary catwalk seating pose life-safety risks. 3.Mechanical & Plumbing System Aging: Many HVAC units, pumps, and plumbing fixtures are beyond their service life. Humidity control in the natatorium is insufficient, causing corrosion. Immediate Needs: Water treatment improvements, air handling investigation, and corrosion- related repairs. 4.Electrical Systems Aging Equipment: Original 1993 switchboard and panels are still functional but outdated; rust and non-code-compliant emergency power connections present risks. Lighting: Partial upgrades to LED; some exterior pole bases are rusted and require replacement. 5.Pool Conditions Aquatic Systems: Both pools and spa show signs of structural wear, corrosion, and outdated filtration systems. Slide stairs and supports are cracked and separating. Workshop Packet Page Number 46 of 206 E2 Recommendations: Replaster pools, replace filters, update circulation and safety equipment, and address poor airflow to prevent recurring damage. Projected Capital Investment Total (20-Year Horizon): $16M to $20M (includes 5% annual inflation). Phased Priorities: o Immediate (0–1 years): $812K – safety/code issues and drainage. o High (1–5 years): $12.9M – roofs, mechanical systems, pool upgrades. o Medium (5–10 years): $4.1M – finishes, theater seating, studios. o Low (10–20 years): $2.1M – long-term maintenance and refresh. Attachments: Facility Conditions Assessment Report- Leo A Daly Workshop Packet Page Number 47 of 206 E2, Attachment 1 FACILITY CONDITIONS ASSESSMENT Maplewood Community Center 2100 White Bear Ave. Maplewood, MN 55109 July 18, 2025 Workshop Packet Page Number 48 of 206 E2, Attachment 1 \[Page intentially left blank\] Page | 2 Workshop Packet Page Number 49 of 206 E2, Attachment 1 Table of Contents I. EXECUTIVE SUMMARY ............................................................. 5 Introduction .................................................................................................. 6 Summary of Recommendations ............................................................... 7 Summary of Anticipated Investment ........................................................ 8 II. DETAILED FINDINGS .............................................................. 13 Exterior Conditions .................................................................................... 14 Interior Conditions ..................................................................................... 31 Structural Systems .................................................................................... 55 Mechanical & Plumbing Systems ........................................................... 57 Electrical Systems ..................................................................................... 60 Pool Conditions & Systems ...................................................................... 64 III. DETAILED RECOMMENDATIONS .......................................... 71 Summary of Recommendation Categories ........................................... 72 Recommendations .................................................................................... 73 IV. APPENDIX ........................................................................... 87 Material LIfe-Cycles ................................................................................... 88 Full Observation Logs ............................................................................... 89 Existing Drawings ...................................................................................... 90 Page | 3 Workshop Packet Page Number 50 of 206 E2, Attachment 1 \[Page intentially left blank\] Page | 4 Workshop Packet Page Number 51 of 206 E2, Attachment 1 I.EXECUTIVE SUMMARY Page | 5 Workshop Packet Page Number 52 of 206 E2, Attachment 1 INTRODUCTION This Facility Assessment evaluates the current condition of the Maplewood Community Center, located at 2100 White Bear Avenue. The purpose of this study is to identify and prioritize physical improvements that support the long-term usability, safety, and operational resilience of the building. While the Center remains heavily used and deeply valued by the community, many of its systems and finishes are approaching or beyond their intended service life. The assessment focuses on observable conditions related to site infrastructure, exterior envelope, interior finishes, and mechanical systems. While electrical and pool consultant input are pending, the findings outlined here are sufficient to establish a clear roadmap for future reinvestment. This report is not a comprehensive facility master plan. Rather, it is a targeted review of facility needs organized to support capital planning, cost estimation, and responsible stewardship of public assets. Methodology The assessment was conducted through a combination of document review, staff interviews, and on-site walkthroughs. Observations were recorded across all major spaces in the building, with a focus on material lifespan, visible deterioration, ADA compliance, and systems performance. Each finding was then categorized by priority level from immediate life-safety risks to long-term maintenance items and bundled into logical scopes of work for future implementation. While further testing is recommended in several areas (particularly roofs, drainage, and mechanical systems), this assessment provides a clear baseline for short- and long-term decision-making. Cost estimates and escalation planning have been included to support phased capital improvements. Page | 6 Workshop Packet Page Number 53 of 206 E2, Attachment 1 SUMMARY OF RECOMMENDATIONS The Maplewood Community Center remains a highly valued public asset but visible deterioration and underlying performance issues are beginning to limit its resilience and long-term usability. These are not isolated problems. They are interrelated and to fix them effectively, the City should approach improvements in a deliberate sequence, guided by cause and effect: Begin with code and life safety corrections. Several conditions present safety risks or code compliance concerns, including obstructed egress routes, deteriorated stairs, temporary catwalk seating, and missing fireproofing in mechanical spaces. These items are foundational to occupant safety, and many can be addressed with modest repairs or operational changes. They should be acted on first. Resolve roof and site water management issues. Improper roof slope, undersized scuppers, and poor site grading are allowing water to collect near the building and discharge too close to the foundation. This has led to interior slab heaving, stair separation, retaining wall movement, and exterior staining. While not all drains appear clogged, the system as a whole remain vulnerable. Improve humidity control and air movement in the natatorium. In the pool environment, stagnant air and uneven airflow are accelerating rust and finish failure especially in areas removed from fans or ductwork. Surface upgrades to tile, paint, glazing, or mechanical components should only occur after airflow is properly distributed. Fixing these environmental controls will protect future investments from repeat damage. Stabilize and modernize aging systems that affect operations. Several mechanical systems, including pumps, rooftop units, and controls, are nearing the end of their system upgrades will improve reliability, reduce operational strain, and allow for more efficient . Repair and restore damage caused by water and humidity. Once the root causes are addressed, the City will need to restore key elements that have already been compromised: tuckpointing at brick corners, corroded steel at canopy columns and handrails, rusted door and window frames, cracked pool stairs, and failin they protect the building envelope, reduce long-term maintenance needs, and prevent new paths for deterioration. Refresh finishes and adapt underused spaces. programmatic upgrades. Much of the building including banquet and meeting rooms, fitness zones, and studios is showing wear consistent with age and heavy use. Repurposing spaces like the former Childcare Room can further improve operational flexibility and community impact, but should be done only once foundational systems are in place. Page | 7 Workshop Packet Page Number 54 of 206 E2, Attachment 1 SUMMARY OF ANTICIPATED INVESTMENT The following estimate outlines the projected capital investments required to maintain and improve the Maplewood Community Center over the next 20 years. Based on the detailed scopes described in Section III.Detailed Recommendations, the total anticipated investment ranges from $16,007,907 to $20,060,125. These figures account for soft costs and apply a 5% annual inflation rate, compounded year over year. The investment timeline is organized by priorityImmediate (01 years), High (15 years), Medium (510 years), and Low (1020 years)and reflects a strategic phasing approach to facility reinvestment and longevity. Page | 8 Workshop Packet Page Number 55 of 206 E2, Attachment 1 Project Estimate Considering Inflation Construction Project BudgetSoft CostsBudget DescriptionLowHigh 30%5%annual, compounding Today1 year (2026) IMMEDIATE PRIOIRTY (0-1 years)$ 594,950 $ 773,435 $ 773,435$ 812,107 Exterior Recommendations$ 284,000 $ 85,200$ 369,200 1Roof System Testing & Drainage$ 104,000 2Surface Drainage - Gym$ 140,000 3North Exterior Stair$ 40,000 Interior Recommendations$ 310,950 $ 93,285$ 404,235 4Water Treatment$ 50,000 5AHU-5 Investigation$ 5,000 6Poor Air Quality$ 15,000 7Code & Life Safety$ 15,000 8Lap Pool Upgrades$ 103,450 9Leisure Pool Upgrades$ 113,000 10Spa Upgrades$ 9,500 1 year (2026)5 years (2030) HIGH PRIOIRTY (1-5 years)$ 7,828,500 $ 10,177,050$ 10,685,903 $ 12,988,781 Exterior Recommendations$ 4,550,000 $ 1,365,000 $ 5,915,000 11Barrel Vault Roof Replacement$ 1,490,000 12Flat Roof Replacement$ 3,060,000 Interior Recommendations$ 3,278,500 $ 983,550 $ 4,262,050 13Pool Equipment and Efficiency $ 700,000 Improvements 14Pool Stair, Slide, Deck, and Spa Tile $ 625,000 Repairs 15Chilled Water Pump Replacement$ 105,000 16Fitness & Pool Loop Controls$ 56,000 17RTU-1 Replacement $ 600,000 18Piping Insulation at Coils $ 50,000 19Domestic Water Heating$ 80,000 20Masonry Repairs$ 120,000 21Lap Pool Updates$ 280,350 22Leisure Pool Updates$ 561,800 23Spa Updates$ 100,350 Page | 9 Workshop Packet Page Number 56 of 206 E2, Attachment 1 Project Estimate Considering Inflation Construction Project BudgetSoft CostsBudget DescriptionLowHigh 30%5%annual, compounding 5 years (2030)10 years (2035) MEDIUM PRIOIRTY (5-10 years)$ 1,965,500 $ 2,555,150 $ 3,261,091$ 4,162,070 Exterior Recommendations$ 75,000$ 22,500$ 97,500 24Steel Canopy Repairs$ 75,000 Interior Recommendations$ 1,890,500 $ 567,150 $ 2,457,650 25Theater Seating & Back of House$ 250,000 26Interior Pool Glazing & Frames$ 75,000 27Interior Finish & Flooring Upgrades$ 1,225,000 28Banquet Kitchen$ 35,000 29Exterior Stairs, Sidewalks, & Railings$ 300,000 30Lap Pool Upgrades$ 5,500 10 years (2035)20 years (2045) LOW PRIOIRTY (10-20 years)$ 608,000 $ 790,400 $ 1,287,478$ 2,097,167 Interior Recommendations$ 608,000 $ 182,400 $ 790,400 31Gymnasium AHU Review$ 15,000 32Banquet Hall Return Fan $ 5,000 33Walking Track Updates$ 290,000 34Theater Booth Finishes$ 40,000 35Lap Pool Upgrades$ 154,000 36Leisure Pool Upgrades$ 95,000 37Spa Upgrades$ 9,000 Page | 10 Workshop Packet Page Number 57 of 206 E2, Attachment 1 \[Page intentially left blank\] Page | 11 Workshop Packet Page Number 58 of 206 E2, Attachment 1 \[Page intentially left blank\] Page | 12 Workshop Packet Page Number 59 of 206 E2, Attachment 1 II.DETAILED FINDINGS Page | 13 Workshop Packet Page Number 60 of 206 E2, Attachment 1 EXTERIOR CONDITIONS Summary Our walkthrough identified a consistent pattern of water-related deterioration across the building exterior. In most cases, issues stem from a combination of aging materials, inadequate drainage, and deferred maintenance. While most conditions are not immediately critical, addressing the root causes now will reduce long-term damage and repair costs. Key Themes: o Moisture intrusion: Efflorescence, mortar decay, and algae/mildew are common, especially at corners and below roof scuppers. o Rust and corrosion: Visible on steel canopies, handrails, stair systems, and hollow metal doors/frames. o Concrete deterioration: Stoops, sidewalks, and stairs are cracking and eroding in several areas. o Drainage issues: Multiple locations (particularly south and west façades) suggest negative grading and overburdened scuppers. o Roof observations: Ponding, staining, and active scupper discharge point to undersized or clogged primary roof drains. Priority Summary o Immediate (01 years) Investigate roof drainage system performance (ponding, scupper overflow, clogged drains). Conduct thermal scan and water testing at gymnasium slab to determine source/path of water infiltration Address critical drainage concerns at: East/north/northwest sides of gymnasium South façade near pool exit and retaining wall Rebuild deteriorated north exterior stair due to safety concerns. o High (15 years) Replace barrel vault roof over gymnasium. Replace flat roof systems and improve scupper/downspout detailing. Evaluate and repair deteriorated retaining walls at southeast and west corners. Tuckpoint failing mortar joints and conduct forensic review at corners and stained walls. o Medium (510 years) Repair or replace deteriorated stoops, sidewalks, and exterior stairs (especially west side). Repaint and repair steel canopies, handrails, and column bases. Replace broken/fogged glazing panels (especially east entry). Replace railings that are rusting or structurally suspect. o Low (1020 years) Monitor localized mildew and staining. Replace sealants and caulking at entries, joints, and canopy details. Plan for full replacement of exterior stair and sidewalk assemblies on the west and north sides as deterioration worsens. Page | 14 Workshop Packet Page Number 61 of 206 E2, Attachment 1 East Façade Front Entry Canopy & Columns o Steel columns show significant rusting at the base, with visible deterioration where they meet the concrete. o Rust and peeling paint are evident at canopy connections, suggesting long-term water infiltration. Storefront Glazing Above East Entry Canopy o One glazing panel is broken. o The bottom three glazing panels appear fogged, likely due to seal failure. Masonry o Multiple signs of water intrusion in the brick cavity wall, including efflorescence, mildew within mortar joints, and general mortar deterioration. Concrete Sidewalks & Stoops o Sidewalks and stoops near the east gymnasium exit are visibly deteriorated. o Site grading appears to be flat or sloping toward the building in this area. o Combined with evidence of heaving in the gym floor, these conditions suggest inadequate drainage away from the building, resulting in damage to both the exterior and interior. Figure 2 - Brick discoloration at area north of East Entry Figure 1 - Stoop and sidewalk cracking and deterioration at Gym exit door Page | 15 Workshop Packet Page Number 62 of 206 E2, Attachment 1 Figure 4 - Efflorescence above East Entrance Canopy Figure 3 - Glazing cracking and fogging at storefront above East Entrance Canopy Figure 6 - Rusting column bases at East Entry Figure 5 - Mortar deterioration north of East Entry Page | 16 Workshop Packet Page Number 63 of 206 E2, Attachment 1 South Façade, Lower Level Outside Pool Site, Drainage & Water Intrusion o Evidence of poor drainage and potential water intrusion includes: Cracked sidewalks and deteriorating retaining wall base. Cracked and failing stoop. Cracked stone veneer below the storefront. Cracking concrete stair just inside the building at this location (noted in the interior section). o Block retaining wall appears to be shifting outward in places. Masonry o Widespread signs of water infiltration within the brick cavity wall. o Notable staining and mildew buildup below a roof overflow drain suggest frequent use, possibly due to issues with primary drainage systems. Figure 9 - Mortar deterioration at southeast corner of Pool Figure 8 - Retaining wall and sidewalk deterioration outside south pool exit Figure 7 - Stone cracking below storefront at south Pool exit Figure 10 - Stoop and sidewalk cracking and deterioration outside south pool exit Page | 17 Workshop Packet Page Number 64 of 206 E2, Attachment 1 Figure 12 - View of cracking Pool stair from exterior Figure 13 - Concrete and masonry staining below overflow scupper Figure 14 - Concrete and retaining wall deterioration Figure 11 - Retaining wall shifting at southeast corner of circular drop-off Page | 18 Workshop Packet Page Number 65 of 206 E2, Attachment 1 South Façade, Upper Level Entry & Banquet Patio Concrete & Steel o Rusting and deterioration observed at the base of handrails; adjacent concrete is cracked and degrading. o Entry and patio canopies show substantial rusting and paint failure. o Columns supporting the patio canopy are particularly corroded at their bases. o Patio concrete exhibits color changes and cracking, indicating deterioration. o Caulk joint between patio slab and masonry wall is failing. Masonry o Continued evidence of water intrusion through efflorescence, mildew, and mortar decay. o Algae growth at the east and west ends of the patio suggests persistent moisture issues. Figure 16 - Masonry mortar deterioration above southwest Figure 17 - Mortar and masonry discoloration at east end of clerestory pool storefront patio canopy Figure 18 - Mortar deterioration at southwest corner of Pool Figure 15 - Patio canopy steel rust and peeling Page | 19 Workshop Packet Page Number 66 of 206 E2, Attachment 1 Figure 21 - Railing at South Entry and Patio Figure 20 - Steel column base holding up Patio canopy Figure 22 - Caulk and concrete at Patio Figure 19Mortar and masonry discoloration at west end of patio canopy Page | 20 Workshop Packet Page Number 67 of 206 E2, Attachment 1 West Façade West Entry o Mildew and mortar deterioration observed at masonry joints; efflorescence also present. o Steel canopy is rusted and peeling. o Entry stoop is deteriorated, with significant cracking down the steps and toward the sidewalk. o Steel handrails show rust at corners and at their concrete base connections. Exit Between Banquet Restrooms & Theater Back-of-House o Stair treads and railings are heavily deteriorated; handrails are leaning. o Adjacent masonry has pronounced mortar failure, especially at corners. West Banquet Wall o Severe staining beneath the roof overflow drain indicates drainage issues. o Moisture discoloration present below the curved banquet storefront and adjacent soil suggesting active water infiltration. Figure 23 - Masonry and mortar deterioration at West Corridor Figure 24 - Mortar and masonry discoloration below overflow Figure 25 - Masonry and mortar at south wall west of the at southwest corner of Banquet Banquet room Page | 21 Workshop Packet Page Number 68 of 206 E2, Attachment 1 Figure 27 - Indications of water issues below curved Banquet Figure 26 - Exterior storefront sill at curved Banquet room wall room storefront Figure 29 - West Corridor entry and sidewalk Figure 28 - West Corridor entry sidewalk and stairs Page | 22 Workshop Packet Page Number 69 of 206 E2, Attachment 1 Figure 31 - Stairs at west Theater exit Figure 30 - Stairs at west Theater exit Figure 32 - Masonry mortar deterioration at west Theater exit Figure 33 - Masonry mortar deterioration at west Theater exit Page | 23 Workshop Packet Page Number 70 of 206 E2, Attachment 1 Figure 36 - Masonry and mortar at West Corridor entry Figure 37 - Inside corner at exterior wall behind the Theater stage Figure 34 - Masonry and mortar at northwest corner of the Figure 35 - Masonry and bollards at northwest corner of the Theater Theater Page | 24 Workshop Packet Page Number 71 of 206 E2, Attachment 1 Northwest Corner, Loading Dock & North Corridor Entrance Loading Dock Area o Concrete is cracking and deteriorating, both horizontally and vertically. o Handrails are rusting, particularly at their bases. o Hollow metal frame and door at the Green Room are weathered and rusting. Corridor Entry/Exit Doors & Stairs o Both stair exits (Theater Back-of-House and North Corridor) are significantly deteriorated. o Masonry around these locations shows water damageefflorescence, mortar decay. o Steel is rusting out of concrete connections; North Corridor canopy is also severely rusted. o Masonry knee wall between entries has mildew buildup within mortar joints. Figure 40 - Loading dock Figure 39 - Hollow metal frame looking into Green Room Figure 41 - Top of masonry knee wall Figure 38 - East edge of stair at North Corridor entry Page | 25 Workshop Packet Page Number 72 of 206 E2, Attachment 1 Figure 44 - West side of stair from Theater back-of-house exit Figure 43 - West side of stair at North Corridor entry Figure 42 - Railing at Loading Dock Figure 45 - West edge of canopy at North Corridor entry Page | 26 Workshop Packet Page Number 73 of 206 E2, Attachment 1 North Façade Masonry appears generally stable, though localized mortar deterioration and efflorescence are present. Mechanical yard enclosure is in acceptable condition. Steel stair serving the upper-level track exit shows rust and peeling paint, but is otherwise structurally sound. Figure 48 - Underside of steel exit stair Figure 47 - Steel exit stair from upper level walking track Figure 46 - West facade of Gymnasium Figure 49 - Chiller enclosure on north side of Gymnasium Page | 27 Workshop Packet Page Number 74 of 206 E2, Attachment 1 Figure 52 - North side steel exit stair Figure 53 - Steel base of north side exit stair Figure 51 - Wall connection supporting north exit stair Figure 50 - Masonry and mortar at northwest corner of Gymnasium Page | 28 Workshop Packet Page Number 75 of 206 E2, Attachment 1 Roof Masonry at roof level appears to be in generally good condition, with some isolated instances of mortar deterioration and efflorescence. Drainage conditions raise some concern. Ponding water and staining suggest inadequate drainage in select areas, which may contribute to long-term roof membrane or structural deterioration. Overflow scuppers appear to be actively discharging during rain events, and visible water damage on adjacent wall surfaces suggests that main roof drains may be underperforming or undersized. Figure 55 - Above East Corridor, looking west Figure 54 - Above South Corridor, looking west Figure 56 - Above South Corridor, looking northeast Figure 57 - Along west side of the Gymnasium, looking north Page | 29 Workshop Packet Page Number 76 of 206 E2, Attachment 1 Figure 61 - Overflow scupper at east edge of center Atrium, Figure 60 - Roof drain water damage observed in the building at this location Figure 59 - South edge of the roof, above the Banquet room Figure 58 - Above the south end of the North Corridor Page | 30 Workshop Packet Page Number 77 of 206 E2, Attachment 1 INTERIOR CONDITIONS Summary Interior spaces within the Community Center remain generally functional and well-used, though many finishes and components are reaching the end of their intended life cycle, particularly in high-traffic and high-moisture areas. While there are few immediate safety concerns, most targeted reinvestment is needed to address wear and anticipate future use. Key Themes: o Aging materials: Paint, flooring, and ceiling systems installed over 10 years ago are showing wear, especially in spaces like the Banquet Room, Studios, and Green Room. o Water-related deterioration:!Svtufe frames, cracked glazing, and failing finishes are present near pool areas and exterior doors, often tied to moisture infiltration from outside. o Underutilized or repurposed areas: Rooms like Childcare 235 are no longer in active use and will require thoughtful planning to re-integrate into future programs. o Mechanical and aquatic systems: Mechanical rooms, pool equipment, and spa tile are experiencing isolated degradation and will require preventative maintenance or repair. o ADA and layout functionality: No significant accessibility issues were observed, though fire code or safety concerns exist in areas like the catwalk seating in the theater. Priority Summary o Immediate (01 years) Address Gym floor water infiltration before flooring is replaced (Summer 2025). Remove Theater catwalk seating; resolve code/life-safety issues. Patch fire door openings in Studios A and C. Evaluate concrete stair and slide structure in pool area. Investigate broken interior glazing and rusting HM frames at pool edges and corridor. Investigate Green Room window glazing and frame at loading dock. Remove storage blocking egress; address life-safety code issues. Investigate return duct leakage in pool floor grilles. o High (15 years) Replace Theater audience seating (some are broken). Repair deteriorating fireproofing in pool mechanical room. Address interior pool finishes: stair, play feature, tile/grout at spa. Replace or refinish worn flooring: Studio A and C, Crafts Room Weight Room carpet Carpet tile in corridors, Banquet, and Meeting Rooms Replace operable partitions in Meeting/Banquet Rooms. Address back-of-house wear in Dressing and Green Rooms. Begin refresh of walls/paint in public corridors and key use areas. o Medium (510 years) Repurpose or decommission unused Childcare 235 and associated restroom. Refresh Staff Break Room: flooring, paint, lockers, casework. Refresh finishes and paint in upper-level fitness areas. Replace interior pool glazing and rusted frames. Refresh Theater booth and back-of-house finishes. Replace rubber flooring and railing finishes at walking track. Refresh flooring and casework in Crafts Room 238. Page | 31 Workshop Packet Page Number 78 of 206 E2, Attachment 1 Replace or repaint ceiling tile in Studios and Banquet Kitchen if needed. o Low (1020 years) Plan long-term refresh of ACT ceilings in aging areas. Monitor and repaint pool and interior walls as needed. Evaluate restroom finishes and equipment replacement on lifecycle Circulation & Lobbies Room Numbers o 121 (Corridor), 122 (West Lobby), 124 (Central Lobby), 125 (Elevator Lobby), 127 (Control Desk), 128 (East Lobby), 129 (East Vestibule), 222 (West Vestibule), 227228 (North Lobby & Vestibule), 232 (South Vestibule) Use & Visibility o High public visibility. o These areas are primary connectors and welcome points throughout the facility. Observations by Component o Walls Exposed brick is in good condition. Signs of efflorescence in minimal areas, like west wall of the North Vestibule 228. Painted surfaces (block and gypsum board) were refinished in 2017 and are generally in good condition, with occassional touch-up and patching needed. Old wall clocks removed at various points throughout the building, with wall patches never completed. o Flooring Walk-off carpet in lobby areas was installed around 2017 and is holding up well. Carpet tile throghout hallways was also installed in 2017 and is showing some signs of wear. Tiles are particilarly worn and coming up underneath vending machines. o Ceiling Acoustic tile ceilings on the lower level have minor mismatching or sagging tiles in isolated spots, but are in generally good condition. Gypsum board ceilings and barrel vault translucent panels in upper level hallways appear to be in good condition, with no visible signs of leaks. o Doors, Frames & Hardware Wood and hollow metal door panels appear to be original and generally in good condition. Hollow metal door frames appear to be original and in good condition. o Glazing & Window Frames Glazing looking from the hallway looking into the pool areas are cracked in several places. Hollow metal frames are rusting and deteriorating on the pool side. o Casework Front desk in the lower level lobby was replaced in 2022 and appears to be functioning well and in good condition. o Fixtures & Equipment Elevator controls were replaced in 2023; cab finishes are original but appear to be in decent condition. Accessibility Issues o No concerns noted; public entries and vertical circulation seems to be with building codes. Page | 32 Workshop Packet Page Number 79 of 206 E2, Attachment 1 Figure 62 - North Corridor Figure 63 - Center Atrium Figure 65 - Front Desk Figure 64 - Rusting HM frames, cracking windows Page | 33 Workshop Packet Page Number 80 of 206 E2, Attachment 1 Figure 68 - Locker Room corridor Figure 67 - Efflorescence in East Vestibule Figure 66 - Elevator cab Figure 69 - Carpet tile at vending Page | 34 Workshop Packet Page Number 81 of 206 E2, Attachment 1 Pool & Locker Rooms Room Numbers o 131 (Aquatic Area), 132 (Storage), 133 (Pool Office), 136 ADA Showers & Locker Rooms), 147150 (Mechanical Rooms) Use & Visibility o High-use public and member space. o Serves lap swimming, leisure pool, spa, lessons, therapy, and youth swim programs year- round. Observations by Component o Walls Decorative mural painting in main pool area done by local artists prior to 2016; still in good condition with only minor touch-ups needed. Minimal efflorescence visible on north wall of pool area, in line with east wall of East Vestible (129) north of the pool, suggesting water is getting in at exterior/wall condition. Pool Locker Room tile and appears to be in good condition. o Flooring Pool deck tile is in generally good condition, but is in need of regrouting in some areas. Rust stains visible near slide, presumably coming from condensation collecting and dripping down from the roof above. Spa Area grout is being degraded at a higher rate than tile throughout the rest of the pool, likely due to chemical composition of spa water. Pool Locker Room tile and appears to be in good condition. o Ceiling Painted ceiling structure in pool area was repainted around 2020; rust is again breaking through again. Condensation likely at the roof step in the SE corner of the pool, near the slide rust spots are visible on the floor, presumably created by water dripping from above. o Doors, Frames & Hardware Hollow metal doors and frames in the pool area show signs of rust and corrosion from humid environment. Locker room doors are in acceptable condition. o Glazing & Window Frames Internal hollow metal frames into the pool area is rusting at the base, with glazing cracked and fogged in several locations. Exterior glazing and aluminum frames appear to be performing well. o Casework N/A o Fixtures & Equipment Concrete stair leading up to the slide shows visible and somewhat significant cracking, and is separating from the adjacent building wall. Rust is visible on the main vertical slide support, located at the outside corner of the stair platform. Concrete base of the fiberglass play structure in the leisure pool is experiencing material degradation. Cracking and separation from adjacent structural surfaces are visible. Page | 35 Workshop Packet Page Number 82 of 206 E2, Attachment 1 o Additional Components Spray-applied fireproofing on structural steel columns in mechanical rooms appears to be deteriorating in isolated areas. Accessibility Issues o No issues observed. ADA showers and access paths are present in all locker areas. Figure 71 - Pool Figure 70 - Pool deck Page | 36 Workshop Packet Page Number 83 of 206 E2, Attachment 1 Figure 72 - Tile and grout along pool edge Figure 73 - Ceiling rust Figure 74 - Spa tile edge Figure 75 - Cracking concrete stair to slide Page | 37 Workshop Packet Page Number 84 of 206 E2, Attachment 1 Figure 79 - Rusting slide support structure Figure 78 - Rusting HM door Figure 77 - Stained tile from dripping condensation Figure 76 - Deteriorating fireproofing in Pool Mechanical Room Page | 38 Workshop Packet Page Number 85 of 206 E2, Attachment 1 Studios, Kids, & Program Rooms Room Numbers o 112 (Kids Stuff), 113 (Kids Play), 114 (Kids Restroom), 116 (Studio A), 117 (Studio C), 235 (Childcare), 238 (Crafts Room) Use & Visibility o Room 112 (Kids Stuff) and 113 (Kids Play) serve as drop-in child care and after-school programming spaces. These, and 114, used to be Raquetball Courts. o Room 114 (Kids Restroom) supports 112 and 113 with direct, limited-access use by children and staff. o Room 116 (Studio A) is a flexible-use studio used for all-ages fitness and recreation programming. o Room 117 (Studio C) is primarily used for teen programming. o Room 233 (Senior Lounge) is a flexible-use studio used for all-ages fitness and recreation programming, with some cardio machines located in this room. o Room 235 (Childcare) and its internal restroom are currently not in use for childcare and will require repurposing in future planning efforts. o Room 238 (Crafts Room) is used for adult and intergenerational art classes and workshops. Observations by Component o Walls Painted surfaces (both gypsum board and block) are in generally good condition, with minor scuffing in high-contact areas. Unsightly wall openings in soffits of Studios A and C to access heads of the automatic fire doors. More signficant wall and base scuffs, scrapes, and holes in Childcare 235 and CraftsRoom 238. Kids Stuff, Play Room, and associated Restroom are in good condition, considering more recent renovation to create that space. Wall tile in restroom in Kids Stuff area is in good condition. Wall tile in Childcare 235 restroom apprears to be original, and is in decent condition. o Flooring Carpet tile in Rooms 112 and 113 (installed in 2017) is in good condition. Carpet tile in Studio C from our understanding was installed before 2016 and appears to be holding up well, though it is likely reaching end of life by most standards. Wood floor in the Kids Play Area appears to be in good condition and is well cared for. Wood floor in Studio A and in the Senior Lounge is original and is showing more signs of wear from heavier usage. Floor tile in restroom in Kids Stuff area is in good condition. Floor tile in Childcare 235 restroom apprears to be original, and is in decent condition. o Ceiling Acoustical ceiling tile is intact in most locations, within minimal signs of staining or damage, with the exception of Childcare 235. o Doors, Frames & Hardware Hollow metal frames appear to be in good condition. Page | 39 Workshop Packet Page Number 86 of 206 E2, Attachment 1 Wood doors also appear to be in good condition. o Glazing & Window Frames Internal hollow metal frames and glazing into Studios A and C, and into the Kids Stuff spaces appears to be in good condition. o Casework Casework in Childcare 235 and Crafts Room 238 appears to be original and is in rough condition, as PLAM is delaminating and doors are off-kilter. o Fixtures & Equipment Bathroom toilet in Childcare 235 is covered, though it is not clear whether there is an issue with the plumbing or it is simply a matter of building maintenance not wanting this fixture to be used. Sinks and other equipment in that restroom and larger Childcare space appear to be in adequate condition, though likely also have not been used in some time. Accessibility Issues o No issues observed. Restrooms, studios, and kids spaces are accessible and navigable. Priority Summary o High (0-1 years) Patch Fire Door access and hole in wall and provide proper access panel o Medium (1-5 years) Refinish Studio A flooring. Replace Studio C carpeting. Planning needed for repurposing unused Room 235 and adjacent restroom. Finish upgrades in Crafts Room 238. o Low (5-20 years) Revisit painting, floor finishes, and ACT as materials reach end of life and spaces need repainting. Figure 81 - 235 Childcare Room Figure 80 - Childcare Room Restroom and toilet fixture Page | 40 Workshop Packet Page Number 87 of 206 E2, Attachment 1 Figure 82 - 238 Crafts Room Figure 83 - Studio C Figure 84 - Opening to access fire door Figure 85 - Fire door track Page | 41 Workshop Packet Page Number 88 of 206 E2, Attachment 1 Figure 89 - Kids Stuff area Figure 88 - Kids Play area Figure 87 - Kids Stuff restroom Figure 86 - Studio A Page | 42 Workshop Packet Page Number 89 of 206 E2, Attachment 1 Fitness Areas Room Numbers o 111 (Gymnasium), 111A (Aerobics Area), 111B (Weight Room), 303 (Upstairs Fitness Area), 304 (Walking Track) Use & Visibility o High-use public fitness spaces. o Room 111 (Gymnasium) supports open gym, pickleball, basketball, dance, and special events. o Room 111A (Aerobics) is used for instructor-led group fitness classes. o Room 111B (Weight Room) and Room 303 (Upstairs Fitness Area) serve daily drop-in strength and cardio users. o Room 304 (Walking Track) provides indoor walking and is well-used by members throughout the day. Observations by Component o Walls Painted walls (gypsum board, CMU, and precast concrete) throughout all fitness spaces are in generally good condition. Some scuffing in high-contact areas, especially in weight room and gymnasium. o Flooring Gymnasium wood floor shows visible damage from long-term moisture infiltration along east wall. Floor is scheduled for replacement in Summer 2025. Understanding the source and affect of the water infiltration will be essential in maintaining the quality of any newly installed wood surface in this area. Aerobics area wood floor is in much better condition than adjacent gymnasium wood floor. Rubberized flooring in track and fitness areas is believed to be original but is in acceptable condition. Was restriped within the last year. Weight room carpet is aged, showing significant wear in front of the different machines, but is currently serviceable. There are some instances where carpet is coming up around the machines. Carpet tile in the Gym circulation space, as well as the gym office is in good condition. Understanding it was installed in 2017. o Ceiling Acoustical ceiling tile is intact in most locations, within minimal signs of staining or damage. Painted ductwork and exposed steel above the gymnasium spaces appears to be in good condition, though the surfaces appear to be dusty. o Doors, Frames & Hardware Hollow metal frames appear to be in good condition, with minor paint touch-up needed in high-traffic areas. Wood doors also appear to be in good condition. o Glazing & Window Frames Internal hollow metal frames and glazing into the pool area from the Upper Level Fitness Area showing the same signs of wear from pool environment as seen in the main building cooridors. Page | 43 Workshop Packet Page Number 90 of 206 E2, Attachment 1 Exterior aluminum frames and glazing, as well as the translucent wall panels surrounding the walking track, appear to be in good conditions and show no visible signs of water intrusion or damage. o Casework Casework sill sitting below the steel handrail around the inside of the track is showing significant signs of wear, as the edges are delaminating and in some instances the PLAM is completely removed, exposing the substrate. o Fixtures & Equipment Basketball hoops in the southern portion of the original gym, above the Weights and Aerobics areas, no longer have the actual backboards and rims. Though not a priority, the steel lowering and raising those hoops could be removed at some point. o Additional Components Painted steel railings along the track edge appear to be in decent condition in most places, though is showing signs of wear, some more significantly than others. Specifically the railings connecting the Weights area with the upper level fitness and cardio area is showing signs of significant paint peeling. Accessibility Issues o No concerns noted. All areas are accessible by elevator or on-grade paths. Figure 91 - Overlooking Gymnasium weights and aerobics Figure 90 - Warped gymnasium floor Page | 44 Workshop Packet Page Number 91 of 206 E2, Attachment 1 Figure 95 - Striped walking track Figure 94 - Deteriorating casework along walking track Figure 93 - Paint chipping at stair rail Figure 92 - Worn carpet at weight machines Page | 45 Workshop Packet Page Number 92 of 206 E2, Attachment 1 Banquet & Event Spaces Room Numbers o 242 (Meeting Room 1), 243 (Meeting Room 2), 244 (Consultant Kitchen), 245 (Banquet Room), 240 & 241 (Banquet Restrooms) Use & Visibility o High-use public spaces primarily used for rentals, weddings, community meetings, classes, and events. o Rooms 242 and 243 (Meeting Rooms) are typically used for smaller group gatherings or split from the banquet room via movable partitions. o Room 245 (Banquet Room) serves as the primary large group rental space. o Room 244 (Consultant Kitchen) serves as a warming and staging kitchen, adjacent to the banquet room. o Rooms 240 and 241 (Banquet Restrooms) provide public restroom access for banquet users. Observations by Component o Walls Painted gypsum walls throughout; generally clean with some scuffing. It is our understanding walls were painted at the same time the carpet was replaced around 2017. FRP in the kitchen appears to be in adequate condition, with stains, nicks, and scuffs in a few locations throughout. Wall tile in the restrooms was updated within the last five years and appears to be in good condition. Flooring Parquet flooring in the Meeting Rooms is original to the building. Cracks are visible in multiple areas, including one prominent crack across Meeting Room 243. Carpet tile in the Banquet Room is in adequate condition but is our understanding it was replaced around 2017. It has gotten a lot of use and is likely reaching end of life within the next five (5) years. Floor tile in the restrooms was updated within the last five years and appears to be in good condition. Floor tile and base in the kitchen shows signs of wear, with damage in a few different locations. o Ceiling Acoustical ceiling tile is intact in most locations, within minimal signs of staining or damage. Kitchen acoustic ceiling tile shows more signs of staining and aging, likely due to being original to the building. No water stains from above visible. Painted gypboard soffits appear to be in adequate condition, with minor scuffing here and there. o Doors, Frames & Hardware Hollow metal frames appear to be in good condition, with minor paint touch-up needed in high-traffic areas. Wood doors also appear to be in good condition. o Glazing & Window Frames No issues noted with either internal or external glazing and frames. o Casework Coat rack and wood wall rails within the Banquet and Meeting Rooms appears to be in adequate condition. Page | 46 Workshop Packet Page Number 93 of 206 E2, Attachment 1 o Fixtures & Equipment Stainless steel kitchen equipment appears to be original and in decent condition, though it is our understanding much of it is underutilized. Some equipment is broken and signed as such. Walk-in freezer was functioning and did not hear of any issue with it upon our walkthrough with the YMCA. AV equipment in the Banquet and Meeting Rooms is understood to be functioning based on YMCA feedback Operable partition system is original and no longer supported by the manufacturer. Track and hardware deterioration noted.. Accessibility Issues o No concerns noted. All areas are accessible by elevator or on-grade paths. Figure 96 - Deteriorating door hardware at exterior door Figure 97 - Carpet and heat register in Banquet Room Page | 47 Workshop Packet Page Number 94 of 206 E2, Attachment 1 Figure 101 - Operable partition and track above Figure 100 - Parquet flooring and crack Figure 99 - Broken floor and base tile in Kitchen Figure 98 - Recently updated Banquet Restrooms Page | 48 Workshop Packet Page Number 95 of 206 E2, Attachment 1 Theater & Back-of-House Room Numbers o 215 (Theater), 201 (Set Construction), 202 (Stage Left), 203 (Stage Right), 204 (Green Room), 205 (Dressing Room A), 206 (Dressing Room B), 207 (Toilet Room A), 209 (Toilet Room B), 210 (Storage), 211 (Scene Storage), 215 Mezzanine (Catwalk) Control BoothUse & Visibility o Moderate-use performance venue and support spaces. o Room 215 (Theater) is used for concerts, community theater, school events, and occasional rentals. o Back-of-house rooms (201211) support performance prep, set construction, dressing, and storage. o Catwalk and Control Booth above the Theater provide theatrical lighting and AV control access. o These areas are not generally open to the public and show signs of more utilitarian use. Observations by Component o Walls Painted walls (gypsum board and CMU) in the theater appear to be generally intact. Painted walls (gypsum board and CMU) in the Green Room and Dressing Rooms have a lot more scuffs, scratches, and holes to be patched. Curtains and acoustic finishes covering alls in the theater audience area appear to be in good condition. Wall tile in Dressing Room restrooms are hard to adequately assess, due to the amount of storage in these spaces, though judging by the rest of the space they could also likely use a refresh. Flooring VCT in the Green Room and Dressing Rooms is likely original and is well worn, showing scratches, scuffs, and additional damage. Carpet in the theater was possibly replaced in 2016, appears to be in adeuqate condition, but shows signs of wear. Stage area floor (painted wood and sealed concrete) are in adequate condition but appear to need a refresh, considering the heavy traffic and use. Exposed concrete in the back-of-house storage spaces and in the audience seating area appear to be in good condition. o Ceiling Acoustical ceiling in the back-of-house spaces, specifically in the Dressing Rooms and Green Room are likely original, have broken and/or sagging tiles, and are in need of a refresh. Stage and house ceilings are high, exposed structure with theatrical rigging. No concerns noted. o Doors, Frames & Hardware Hollow metal doors and frames are generally functional, with some signs of age and heavy use, as paint chips and scratching is evident. Wood doors entering into the theater appear to be in good condition. o Glazing & Window Frames Exterior glazing into the Dressing Room from the exterior Loading Dock was broken and replaced during the pandemic. Hollow metal frame is showing rust and corrosion. Page | 49 Workshop Packet Page Number 96 of 206 E2, Attachment 1 o Casework Casework in the booth area looks original, has been patched to accommodate changes, and is showing signs of age. Casework in the Dressing Rooms also appears to be original and is in functional condition but is definitely showing signs of heavy use and age. o Fixtures & Equipment Audience chairs are original and are in need of replacement. Some are broken, in fact. Electrical cabling is exposed around the outside of the theater space, aligned with a wood wall rail this should likely be dealth with. See electrical section. o Other Components Catwalk appears to be in good condition. Observed seating . Electrical cabling is exposed around the outside of the theater space, aligned with a wood wall rail this should likely be dealth with. See electrical section. Accessibility Issues o Observed temporary seating located in the Catwalk area with chain guardrail that likely does not meet code and/or life safety requirements. Figure 103 - Seating and rail at catwalk, overlooking audience Figure 102 - Stage area seating Page | 50 Workshop Packet Page Number 97 of 206 E2, Attachment 1 Figure 105 - Dressing Room acoustic ceiling Figure 107 - Dressing Room VCT Figure 106 - Broken audience seat Figure 104 - Deteriorating exterior HM frame Page | 51 Workshop Packet Page Number 98 of 206 E2, Attachment 1 Administrative & Support Spaces Room Numbers o 107 (Maintenance Office), 108 (Gym Staff Office), 126 (Office Cubes / Former Café), 134 (Custodial Closet), 144 (Janitor), 145146 (Halls), 239 (Administrative Offices), Building Storage (Room 115B/C and others) Use & Visibility o Primarily staff-only areas supporting building operations, administration, and storage. o Room 126 includes former café equipment and is now used for general office cubes. o Rooms 107 and 108 are used by maintenance and gym staff. o Room 239 contains two enclosed offices and a former conference room currently used as an office. o Building storage rooms are used for operations, programming supplies, and event equipment. Observations by Component o Walls Painted walls (gypsum board, CMU, and precast) throughout, and appear to be generally in good condition. However, paint is definitely more tired looking in storage areas and the Staff Break Room. Room 239 was specifically repainted a few years ago and remains in good condition. Old wall clocks and holes left by the vacated clocks are especially visible within Room 239 Administrative Offices. Flooring VCT in the Staff Break Room is likely original and is well worn, showing scratches, scuffs, and additional damage. Carpet in the Administrative office area was updated just a few years prior to this study and is in good condition. Carpet tile in Gym and Maintenance offices replaced back in 2017 and is in good condition. Exposed concrete in the storage spaces appears to be in adequate condition. o Ceiling Acoustical ceilings in the office spaces was replaced recently in 239 Administration Offices, and in 2017 for other office spaces. Both appear to be in good condition. Exposed painted steel in back-of-house storage spaces appears to be in adequate condition. o Doors, Frames & Hardware Hollow metal doors and frames are generally in good condition, with some nicks and scrapes hear and there. Wood doors appear to be generally in good condition. o Glazing & Window Frames Interior hollow metal frames and glazing into offices is minimal, but appear to be in good condition. o Casework Casework in the Staff Break Room is likely original, well worn, and showing signs of age. o Fixtures & Equipment Lockers in the Staff Break Space are in adequate condition, but are showing signs of heavy use through scuffs, scratches, and dents. Page | 52 Workshop Packet Page Number 99 of 206 E2, Attachment 1 Cubicle furniture next to front desk appears to be in good condition as staff offices. Accessibility Issues o No accessiblity issues noted. Figure 108 - Previous clock location Figure 109 - Administrative Offices Page | 53 Workshop Packet Page Number 100 of 206 E2, Attachment 1 Figure 110 - Staff Break Room VCT Figure 111 - Staff Break Room Casework Figure 112 - General Building Storage Figure 113 - Maintenance Office Page | 54 Workshop Packet Page Number 101 of 206 E2, Attachment 1 STRUCTURAL SYSTEMS Exterior Observations Large, East Entry Columns o The large steel columns at the main entry do not appear to be actively corroding at this time, but the paint is almost entirely gone and the steel is no longer protected. While the columns currently look okay, the loss of protective coating leaves them vulnerable to future corrosion. Steel Canopy at South Patio o Columns The center canopy columns at the south entry are experiencing excessive corrosion, especially at the base. One column had a visibly thinned flange section. Areas of surface bubbling suggest that more extensive deterioration may be concealed beneath. The two end columns, while not as severe, have also lost nearly all their protective covering at the base. o Canopy The canopy roof structure shows signs of paint failure and rust in a few isolated spots. These locations could be the early stages of corrosion beginning to affect the steel. Steel Egress Stairs at North Side of Gymnasium o The exterior steel stair at the north façade shows visible signs of deterioration, including surface rust, failed paint, and welds that appear to have been altered or added after original construction. Some original welds appear to be missing entirely. While the stair is not heavily used day to day, its condition raises concern given its role as an emergency egress route. Sidewalk at West Corridor Entry o The sidewalk panel at the west corridor entry has a large crack that appears to have been filled at some point. The patch is still in place, though the condition suggests it has been there for a while. Brick at West Wall of Gymnasium o A section of brick (tan band directly above stairs to/from North Corridor) appears to be pulling out at the top joint. Displacement is localized, but the shift was visibly noticeable on site. Interior Observations Stairs Between Weights and Walking Track Fitness Area o Cracks were observed in the concrete stair near the weightlifting area. These appear to be limited and do not suggest immediate concern, but were noted for future tracking. Page | 55 Workshop Packet Page Number 102 of 206 E2, Attachment 1 CMU Crack at Corner North of Door 148A o Cracks were noted in the CMU wall leading from the pool area toward the locker rooms. The size and extent of cracking appeared limited, though visible. Pool, Painted Steel o Steel joists at the roof level exhibit visible rust, though this appears to be limited to surface oxidation where the paint coating has failed. No section loss was observed. One connection at the mid-point of the slide platform support shows more advanced rusting and may indicate localized corrosion. Given the high-humidity and chlorinated environment, ongoing exposure may accelerate deterioration of steel components throughout the pool area. Pool, Slide Stair o The concrete stair structure leading to the pool slide shows two large cracks or openings, including visible separation from adjacent elements. These conditions raise significant concern, as there may be exposed reinforcing steel vulnerable to accelerated corrosion. Given the pool environment with high humidity and chlorinated water further evaluation is strongly warranted to assess the full extent of deterioration. Pool, Deck Cracking o Hairline cracking is visible along the south edge of the pool deck, with more frequent cracking observed in this area compared to other zones. While no structural movement was noted, the pattern may relate to localized environmental conditions such as limited air circulation or consistent moisture exposure. Given similar deterioration observed at nearby elements, including the adjacent slide stair, these cracks should continue to be monitored for progression. Pool, Steel Columns o appear on the original construction drawings. These may have been installed as a protective measure in response to past corrosion. The solution appears to be functioning as intended, though some surface rust is still visible at the base of the columns. Page | 56 Workshop Packet Page Number 103 of 206 E2, Attachment 1 MECHANICAL & PLUMBING SYSTEMS Mechanical (HVAC) General o All building HVAC systems appear to be operational. Recommendations on specific systems are listed below in order of high to low priority. o All old systems should be retro-commissioned, and all new systems should be commissioned by certified Cx agency. Priority Summary o Immediate (0-1 years) Site water treatment appears to be inadequate which can negatively impact the lifespan and performance of mechanical equipment. This can be seen by rust forming on the pumps, piping, and floor beneath equipment and is likely leading to rust getting into the water. Water quality & chemical usage should be investigated and remedied prior to replacement of any hydronic equipment. Air handling unit serving the common areas (AHU-5) has received complaints about not adequately conditioning the spaces. This could be due to programming changes since original install leading to improperly sized equipment or water quality issues leading to decreased performance on cooling coils. Interior drip pan is rusted and return fan is noisy. Further investigation will be required to determine cause and proposed solution. Rust on pool fixtures and railings show signs of poor air circulation in portions of the pool area. Rust and corrosion on finishes appear in areas away from ceiling fan and diffusers. Recommend investigating air circulation and ductwork distribution prior to replacing pool finishes to prolong lifespan and reduce rust and corrosion. Water appeared to be leaking through floor mounted return registers in pool area. Recommend investigating return ductwork below grade for potential water intrusion. Replace ductwork with new as required. o High (1-5 years) The heat exchangers in the pool equipment room are showing signs of rust and should be replaced with newer, high efficiency equipment. Chilled water pumps show rusting and deterioration and should be replaced in the near future as they are at the end of their operational life. Heating hot water pumps have no reported issues and appear in good condition. Standalone systems (pool equipment run around loop & fitness center RTU) for the M&O staff to monitor these units remotely which can lead to neglect and a Page | 57 Workshop Packet Page Number 104 of 206 E2, Attachment 1 shortened equipment lifespan. These should be monitored and controlled by the front-end system. Piping insulation at coil connections for several AHUs are damaged and should be replaced. The energy recovery components of the air handling unit serving the pool (AHU-7) have been removed and a separate exhaust fan has been added to remove humid air. Recommend replacing AHU with new equipment to incorporate energy recovery into the system. Otherwise, the unit is fully operational, has been well maintained, and can operate for many years with routine maintenance. The Carrier DX packaged RTU (RTU-1) serving the fitness center was manufactured in 2000 and has exceeded its life expectancy of 15-20 years. Recommend replacing like-for-like with new high efficiency RTU. o Medium (5-10 years) Ductwork insulation is in good condition. Minor tears and seams require taping but is not a functional concern. Ductwork and piping in pool equipment room is rusted, likely due to chemicals used for pool treatment. Recommend replacing portions of rusted ductwork and piping with new. o Low (10-20 years) Air handling units serving the gymnasium (AHU-1 & 2) were installed in 1993 but have been well maintained and can operate for many years with routine maintenance. The units are difficult to access and maintain it its current location. Diffusers are showing signs of dust & dirt suggesting air bypassing the filters. Return fan for air handling unit serving the banquet hall (AHU-6) is slightly noisy. Recommend investigating and replacing/repairing if noise becomes a concern. Plumbing Priority Summary o Immediate (0-1 years) Roof drainage appears to be inadequate causing pooling and excessive flow through scuppers in lieu of overflow drains. This is likely due to improper roof slope and/or clogged roof drain lines. Recommend investigating and remedying as required. Toilet in Childcare 235 was covered by trash bag during site visit. It was not apparent why it was covered, suggest investigating cause and replace fixture and plumbing as needed. Page | 58 Workshop Packet Page Number 105 of 206 E2, Attachment 1 o High (1-5 years) (4) Domestic water heaters were installed in 2014 and (2) were having issues during site visit. Based on field discussions, the system may be oversized based on feedback from M&O staff. Capacity has not been an issue with only (2) water heaters operating. Investigate and modify as necessary. o Medium (5-10 years) Garbage disposal in kitchen appears functional, however, may be near the end of its operational life. Recommend monitoring and replacing when necessary. o Low (10-20 years) Building fixtures appear functional, however, several back of house areas are outdated and in need of interior finish updates. Replace fixtures as required to accommodate Architectural scope to casework and interior finishes. Page | 59 Workshop Packet Page Number 106 of 206 E2, Attachment 1 ELECTRICAL SYSTEMS Power Observations o Service is a 1600A 480Y/277V/3Ph Siemens switchboard with a bolted pressure switch main and fused switches for branch circuits. The board is original to the building from 1993, about 33 years old. Since the board has fuses vs. circuit breakers, then generally the board is in fair condition for its age. The switchboard is fed by a utility pad mount transformer in a utility yard on the north side of the building. There is no surge protection device (SPD) in the system, but there is a 140KVar capacitor installed to improve the power factor. Peak demand load data from the utility from the previous twelve months was 388KW from the July/Aug 2024 bill. This equates to a maximum of 470A on the 1600A service with over 1100A of spare capacity. o Distribution: The panels and dry-type transformer throughout the facility are also Siemens brand and are original to the facility. The distribution and appliance panels have circuit breakers. It is unknown if the circuit breakers have been exercised (exercising the breakers reduces the chance of the metal contacts fusing or corroding together over time) over the years. Typical life of a molded case circuit breaker is up to 40 years, so there could be a few years of useful life remaining then the breakers (and panels) should be replaced. The distribution and appliance panels are located throughout the building. Some have limited spare capacity. It is recommended that when the panels are replaced in the near future due to life expectancy that either the panel pole counts are increased or additional panels are installed to create additional spare for the future. The short circuit current ratings (SCCR) of the breakers were not able to be viewed and determined. Due to this it is recommended to conduct an in-depth assessment of the 480V panels to determine the actual SCCR and then determine the current available fault current. For code and safety compliance the SCCR should exceed the available fault current. The 480V MCC distribution boards show moderate amount of rust on the enclosure. o Pool Power: The power distribution equipment in the pool area is severely corroded/rusted and therefore the functionality of the circuit breakers is unknown. It is recommended that these items are replaced in the near future. o There is an emergency branch and associated generator and automatic transfer switch (ATS). The original intent was to provide backup power for legally required egress and exit lighting only. The generator is an exterior natural gas power 100KW Cummins generator. There is no docking station installed. This feeds thru a 100A Cummins ATS that feeds a 100A 480V emergency panel and 208V panel. Over time a few non-code compliant loads have been connected to these panels. It is recommended in the near future to remove and connect these load to other sources. o In 2012 an approximate 45KW roof mounted photovoltaic (PV) array was added. This array feeds directly to the building loads and does not feed back to the utility grid. There is a utility meter that monitors the output of the array and provides credit from the utility. The array was removed and reinstalled in 2017 when the roof was replaced. The life of a PV array is from 20-30 years with expected reduced output after about 10-15 years. Page | 60 Workshop Packet Page Number 107 of 206 E2, Attachment 1 o There is not a lightning protection system installed on the building. Priority Summary o Immediate (0-1 years) Conduct a power study to ensure 480V breaker SCCR exceeds available fault current. Remove non-emergency/non-code compliant loads from the emergency panels and feed from/connect to other power sources, due to code compliance. o High (1-5 years) Replace pole power distribution equipment in the pool equipment room (dry-type transformer, 480V and 208V panels, and disconnects) due to excessive corrosion and rust. These can be replaced concurrently if the pool and mechanical equipment are being replaced soon as well. o Medium (5-10 years) Replace distribution equipment (dry-type transformers and 480V and 208V panels) due to age. o Low (10-20 years) Replace the fused switch switchboard with a new circuit breaker switchboard in place due to age. Lighting Observations o Exterior Site: Lighting poles are original and some of the original HID lamps have been replaced with LED sources. The poles are original and have a fair amount of rust at the base. The structural integrity was not able to be determined. Pole based with excessive rust have increased potential to tip over. It is recommended to complete corrosion mitigation (sand and repaint) in the short term and full replacement of the poles and bases within the next five years. Most wall mounted site lights have been replaced with new LED luminaires. o Interior: Most luminaires are original but the fluorescent lamps/ballasts have been replaced with LED tub light using the original luminaire housing. It was noted by facility staff that about 30% of the luminaires have been fully replaced with LED luminaires (not just the lamps). Light levels appear adequate. No major concerns/issues were noted and therefore there are no recommendations noted. o Lighting Control: The lighting control systems was updated in 2023 with a new Hubbell CX system. This system controls the site lighting and interior corridor areas. Individual rooms have standard manual only local lighting control devices without any automatic control. It is recommended to add automatic control devices (vacancy sensors, daylighting sensors, and/or control system integration) in these areas to reduce energy usage. Page | 61 Workshop Packet Page Number 108 of 206 E2, Attachment 1 o Emergency: Emergency lighting is fed thru the generator via selected luminaires and bug- eye type battery units. The exit signs are combination exit bug-eye type. The battery units should be tested and maintained per code. These appear approximately five years old, but based on light output, they should be replaced when over ten years of age. o Banquet/Conference Lighting: The banquet/conference rooms have a dedicated ETC brand lighting dimmer system. The system has 24 dimmers. It appears to be original to the building and it is unknow if it has parts that have been updated or if it has been replaced. The system was noted to work as intended with no concerns/issues. Priority Summary o Immediate (0-1 years) Conduct a corrosion/rust mitigation process on the site lighting pole bases due to excessive rust. o High (1-5 years) Replace the site lighting pole bases due to excessive rust. Add automatic lighting controls (occupancy) o Medium (5-10 years) Replace emergency battery lights due to age. Data/Communications Observations o The communication demarcation point is in the main electrical room. The equipment feeds most of the building with a remote switch located in the office area. Based on the rack locations, it appears that data circuits lengths are less than the 300 meter max allowed. Fire Alarm Observations o The building has a Simplex 4160 standard horn/strobe fire alarm system. The main panel is located in the south entry vestibule with a remote annunciator panel located in the lower level east vestibule. There are original horn/strobe notification devices located throughout the building that appear to meet code. There are smoke detectors located as required by code, these were replaced in 2017. The main panel awas replaced in 2024. Outside of the required NFPA annual testing, no changes are recommended to the fire alarm system. Low-Voltage (LV) Systems Observations o Paging: An original system is installed but not functional and not sued; and is not needed. o Clock System: An original system is installed but not functional and not used; and is not needed. Page | 62 Workshop Packet Page Number 109 of 206 E2, Attachment 1 o Access Control: A Linnel brand system was installed in 2016. This system monitors three exterior doors and four interior doors. The system was reported by the facility staff to work as needed. o Video Surveillance: Avigilon brand, located in the main data rack, IP based, installed around 2016. The system was reported by the facility staff to work as needed. o Sound Reinforcement: The banquet/conference area has a small sound reinforcement dedicated just to this space. The system was reported by the facility staff to work as needed. Theater Observations o The theater space is leased out and is managed by the lessee. No major concerns/issues were noted in this area. Page | 63 Workshop Packet Page Number 110 of 206 E2, Attachment 1 POOL CONDITIONS & SYSTEMS Pool This report presents an in-depth aquatics study conducted by reengineered inc. for the YMCA Aquatics facility at Maplewood, MN to evaluate the current condition and performance of the swimming pools and spa, including safety measures and operational efficiency and effectiveness. Drawing from field data, facility analysis, and industry benchmarks, reengineered inc. aims to identify areas of opportunity and provide practical recommendations that support sustainable improvements, long-term viability, and enhanced user experience and safety, allowing facility leaders and stakeholders to make informed decisions about maintenance and upgrades. The Maplewood YMCA consists of a lap pool, leisure pool and a hot spa. The lap pool consists of six lap lanes. The approximate dimensions of the pool are --- - feature, a general swimming area with basketball hoop, and waterslide plunge area. The leisure pool is -- hydrotherapy jets. The hot spa is approximately 110 square feet. Observations & Priority Summary o Immediate Priority (0-1 years) SWIMMING POOL STRUCTURE/FINISHES Observations The gutter and gutter grating appeared to be in good condition with some minor gutter grating angle requiring repair/replacement. Recommendations Replace or adjust gutter grating as needed. o Life Span: 15+ years SWIMMING POOL DECK EQUIPMENT Observations An ADA lift was present at the time of the site visit. Recommendations Permanently install an ADA lift. o Life Span: 15+ years SWIMMING POOL COMPETITION EQUIPMENT Observations There were two lap pool stanchion posts not present at the time of visit. The manufacturer of the existing lap pool and leisure pool sand filters is no longer in business and replacement parts are not available. A failure of any necessary part of the filtration system would result in downtime until the filtration system can be replaced. Recommendations Replace corroded stanchion posts. o Life Span: 15+ years Page | 64 Workshop Packet Page Number 111 of 206 E2, Attachment 1 Replace the filtration system and related equipment for new regenerative media filtration systems. This will include new recirculation pump VFDs for each system. o Life Span: 15+ years o High Priority (1-5 years) SWIMMING POOL STRUCTURE/FINISHES Observations The pool tile is in good condition and requires minor replacement and general cleaning. The pool plaster is showing significant surface degradation and is reaching the end of its life. It was discussed that the underwater lights were not functional, and as they are not required to be present, the desire is to remove the lights from the pools and spa. Some leisure pool coping tile has been damaged with loose/missing pieces and can pose a risk of injury to bathers. The Leisure pool zero depth tile and spa tile grout has deteriorated to a point where most of the grout is no longer present. The caulking at the trench drains and wall behind the spa has deteriorated and is in need of replacement. Spa coping tile could be replaced with new, and existing tile could be used to replace the broken coping tile at the leisure pool. Recommendations Clean/acid wash ceramic tile and replace broken or loose tiles as required. o Life Span: 10+ years Full removal of existing plaster and replaster entire surface of both pools. o Life Span: 7-12+ years Remove light and light niche and grout shut. Spa will require tile patching. o Life Span: N/A Replace broken coping tile with existing spa tile. o Life Span: 15+ years Regrout zero depth and spa tile. o Life Span: 10+ years Re-caulk behind spa coping and around trench drain. o Life Span: 10+ years Remove and replace spa coping tile for new. o Life Span: 15+ years SWIMMING POOL DECK EQUIPMENT Observations Two lap pool grabrails, escutcheons, the lap pool ADA lift and one lifeguard chair showed significant corrosion that appeared to be a result of poor air circulation in those specific areas of the natatorium. Recommendations Page | 65 Workshop Packet Page Number 112 of 206 E2, Attachment 1 Replace corroded rail goods, ADA lift, and lifeguard chair. Refer to the MEP recommendations for addressing air circulation. o Life Span: 10+ years SWIMMING POOL COMPETITION EQUIPMENT Observations There were two stanchion posts showed significant corrosion that appeared to be a result of poor air circulation in those specific areas of the natatorium. Recommendations Replace corroded stanchion posts. o Life Span: 10+ years SWIMMING POOL PROCESS FITTINGS Observations The original drawings for the lap pool and leisure pool indicate that the main drains and suction chambers consist of field-fabricated sumps and manufactured grates. The current standard for Suction Outlet Fitting Assemblies (ANSI/APSP/ICC-16 2017) requires specific testing requirements for complete product assemblies which make field-built sumps increasingly difficult to certify for use in a public pool. Recommendations Due to current federal law and general liability and safety considerations, we recommend replacement of the existing main drain with a new dual fabricated main drain sumps and grates. o Life Span: 20+ years (with covers replaced per manufacturer requirements) SWIMMING POOL EQUIPMENT, PIPING & VALVES Observations The above ground piping & valves within the pool equipment room are in fair condition. Most of the pool equipment and associated piping & valves within the equipment room are near the end of their useful life and in need of replacement. Based on the age and condition of the pool equipment and associated piping & valves, we estimate the remaining lifespan to be 1-5 years. The slide pump does not currently utilize a Variable Frequency Drive (VFD) for efficient control. The existing chemical feed systems are in good condition and only standard maintenance activities are needed. It was discussed with facility staff that maintaining proper water chemistry is challenging due to low alkalinity and high pH in the source water. Recommendations Page | 66 Workshop Packet Page Number 113 of 206 E2, Attachment 1 The lap pool and leisure pool filtration systems are recommended in the 0- 1 year category. It is understood that the leisure pool UV system replacement is ongoing. The chemical controllers and water level controllers can remain. It is recommended that the remaining piping, fittings, valves, pumps, and spa filters be replaced. o Life Span: 15+ years It is recommended that a VFD be provided and installed for the waterslide pump. o Life Span: 10+ years The existing disinfection and pH control feed systems should remain in place with new chemical tubing and injectors. o Life Span: 10+ years It is recommended to install a CO2 feed system and an alkalinity meter with an automatic switchover for improved water quality. o Life Span: 15+ years WATERSLIDE Observations The slide flange bolts and fiberglass to bracket connection bolts are in poor condition with visible signs of corrosion and some are broken or missing. The slide support system is in fair condition and in need of refinishing. The slide interior surface is in fair/good condition, but is expected to require restoration in the next 1-5 years. The slide exterior is in fair/good condition but could use recoating for aesthetic reasons. Recommendations Replace all slide connection hardware. o Life Span: 10+ years Mediablast and recoat slide support columns, arms, kickers, and brackets. o Life Span: 10+ years Restore slide interior with new spray-applied gelcoat. o Life Span: 10+ years Restore slide exterior with new spray-applied gelcoat. o Life Span: 10+ years o Medium (5-10 years) POOL COMPETITION EQUIPMENT Observations The floating lane lines were observed in good condition but will be expected to near the end of life within five to ten years. Recommendations Replace floating lane lines for new. o Priority 4 10+ years Page | 67 Workshop Packet Page Number 114 of 206 E2, Attachment 1 o Low (10-20 years) SWIMMING POOL STRUCTURE/FINISHES Observations The pool tile will require minor replacement and general cleaning beyond 10 years. The pool plaster is expected to last 8-12 years under typical operation if well-maintained. It is expected that the pools will require replastering beyond 10 years. The Leisure pool zero depth tile and spa tile grout is expected to deteriorate over time and is expected to require additional maintenance beyond 10 years. The caulking at the trench drain and wall behind the spa is expected to require re-caulking beyond 10 years. Recommendations Clean/acid wash ceramic tile and replace broken or loose tiles as required. o Life Span: 10+ years Full removal of existing plaster and replaster entire surface of both pools. o Life Span: 7-12+ years Regrout zero depth and spa tile. o Life Span: 10+ years Re-caulk behind spa coping and around trench drain. o Life Span: 10+ years Page | 68 Workshop Packet Page Number 115 of 206 E2, Attachment 1 \[Page intentially left blank\] Page | 69 Workshop Packet Page Number 116 of 206 E2, Attachment 1 \[Page intentially left blank\] Page | 70 Workshop Packet Page Number 117 of 206 E2, Attachment 1 III.DETAILED RECOMMENDATIONS Page | 71 Workshop Packet Page Number 118 of 206 E2, Attachment 1 SUMMARY OF RECOMMENDATION CATEGORIES Immediate Priority (0-1 Years) Issues that: o Pose a life safety risk or create hazardous conditions (e.g., unsafe structures, unprotected equipment, inadequate egress or ventilation). o Appear to violate code or best practice for any discipline (e.g., electrical, plumbing, accessibility, fire/life safety). o Show active or accelerating failure that may cause more extensive damage if left unaddressed (e.g., water infiltration, corrosion at structural connections, failing mechanical controls). o Require investigation or testing to uncover hidden problems or confirm extent of damage (e.g., thermal imaging, water leak detection, control system diagnostics). o May include targeted planning or design tasks needed to inform near-term repairs or scope definition. High Priority (15 Years) but may allow short-term delay for planning Systems or components that: o Are clearly failing or beyond service life, creating ongoing maintenance burden or operational issues. o Do not pose a safety risk but are functionally or visibly degraded (e.g., corroded equipment, unreliable controls, failing sealants). o May become immediate if not addressed in the near term. o Affect building users or operations directly especially in high-traffic, critical-use, or exposed areas. Medium Priority (510 Years) Applies to: o Systems nearing the end of useful life but not yet critically degraded. o Elements with moderate wear, corrosion, or inefficiency. o Components that are part of a larger phased improvement, such as finish upgrades following mechanical updates, or strategic reprogramming of underutilized spaces. Low Priority (1020 Years) -term replacements or maintenance tasks Items that: o Are functioning adequately with no immediate concerns. o May be aesthetic, back-of-house, or less critical to daily operations. o Can be deferred until next bond, lifecycle window, or major renovation. Page | 72 Workshop Packet Page Number 119 of 206 E2, Attachment 1 RECOMMENDATIONS The following recommendations are organized into strategic bundles that group together related scopes of work. These bundles are derived from the Detailed Findings and reflect both observed conditions and anticipated needs across the facility. Rather than listing each finding in isolation, this approach presents coordinated scopes that can be implemented as capital projects structured around shared causes, locations, or system interdependencies. The goal of this format is to support clearer decision-making, streamline implementation, and prioritize work that addresses underlying root causes before cosmetic or programmatic upgrades. For example, drainage, roofing, and mechanical improvements are often prerequisites for interior finish work or space repurposing. By bundling scopes with aligned timing and intent, the City is better positioned to make incremental improvements that compound over time and avoid redundant effort. Each bundle includes a summary of why the work is needed, what it includes, and a preliminary construction cost estimate. While individual findings remain important, these grouped scopes are intended to serve as actionable steps toward long-term facility reinvestment. **Please note: The dollar figures outlined below represent estimated construction costs or anticipated costs to procure a study in 2025. For total project budget estimatesincluding current values and projections accounting for future inflationplease refer to the Executive Summary. Immediate Priority (0-1 years) 1.Roof System Testing + Drainage Assessment Observed roof and grading conditions may be allowing water into the building, contributing to broader deterioration. Diagnostic testing is recommended to identify the source and severity of the issue. This work is a prerequisite to future roof, slab, and envelope improvements, ensuring root causes are addressed before repairs are made. o Scope includes: Thermal imaging and water leak testing of roofs and slabs Investigate scupper overflow, roof slope, and ponding Investigate roof drain lines and slope for clogs or poor flow Restore function of overflow drainage system o Construction Budget Estimate: $104,000 (2025) 2.Surface Drainage Enhancements Around Gymnasium Water intrusion in the gymnasium appears tied to poor surface drainage along the east, north, and northwest sides. While the City is considering improvements, this recommendation supports a more intentional strategy to move water away from the foundation and toward infiltration or stormwater systems. It serves as the first phase of a broader drainage and roofing solution. o Scope includes: Surface drainage improvements along east, north, and northwest sides of gymnasium Additional rock and vegetation that supports infiltration and tolerates excess water Temporary downspouts or extensions to move water further from the foundation until permanent roof solutions are implemented Potential tie-in to storm sewer via surface swales or underground piping Page | 73 Workshop Packet Page Number 120 of 206 E2, Attachment 1 o Construction Budget Estimate: $140,000 (2025) 3.North Exterior Stair Reconstruction The north stair shows signs of deterioration that may compromise its role as an emergency exit. Cracking and corrosion suggest deeper structural issues. Rebuilding and evaluating the stair is recommended as a standalone scope due to its critical life safety function. o Scope includes: Demolish and rebuild deteriorating north stair o Construction Budget Estimate: $40,000 (2025) 4.Water Treatment and Hydronic System Protection Corrosion on pumps, piping, and floors indicates that current water treatment may be insufficient, which risks introducing rust into hydronic systems and compromising their performance. These water quality concerns should be resolved before replacing any mechanical equipment to protect system lifespan and ensure long-term reliability. o Scope includes: Investigate water treatment strategy and chemical usage Test for rust or mineral buildup in hydronic piping Correct water chemistry to prevent damage to pumps and equipment o Construction Budget Estimate: $50,000 (2025) 5.HVAC Investigation Common Area Air Handling Unit (AHU-5) The air handling unit serving common areas has received complaints about inadequate temperature control. A rusted drip pan and noisy return fan suggest age-related deterioration or performance issues due to equipment sizing or water quality. Further investigation is needed to identify the root cause before proposing a solution. o Scope includes: Field testing and diagnostics on AHU-5 Investigate programming, coil performance, and unit sizing Develop recommended fix or replacement strategy o Study Procurement Estimate: $5,000 (2025) 6.Pool Air Quality and Circulation Assessment Rust on pool railings and finishes in poorly ventilated zones suggests inadequate air circulation and humidity control in portions of the natatorium. These environmental conditions are likely contributing to material deterioration and must be resolved before implementing any finish or equipment upgrades. This targeted assessment will clarify root causes and directly inform scopes related to system repair and pool finish restoration. o Scope includes: Evaluate ductwork distribution and ceiling fan coverage Identify areas of stagnant airflow and recommend improvements Inform future scopes involving mechanical upgrades and pool deck restoration o Study Procurement Estimate: $15,000 (2025) Page | 74 Workshop Packet Page Number 121 of 206 E2, Attachment 1 7.Code & Life Safety Corrections Several life safety concerns can be addressed through operational changes or targeted repairs. Obstructed egress paths, informal theater seating without guardrails, and missing fireproofing at structural columns should be resolved to maintain code compliance. Most items require minimal cost, though reapplying fireproofing is recommended as a discrete scope. o Observations include: Remove storage blocking egress routes and areas of refuge Remove temporary Theater catwalk seating Re-fireproof structural steel in mechanical areas o Construction Budget Estimate: $15,000 (2025) 8.Lap Pool Upgrades Targeted improvements at the lap pool will address aging infrastructure and minor missing components that impact daily function and long-term reliability. These updates include replacement of essential competition equipment, repair of pool perimeter finishes, and upgrades to outdated process equipment. o Scope includes: Finishes Repair the perimeter gutter grating angle Competition Equipment Replace the stainless steel anchor lid & key Process Equipment Provide recirculation pump variable frequency drive (VFD), 10 hp. Replace filter with regenerative media filtration system. o Construction Budget Estimate: $103,450 (2025) 9.Leisure Pool Upgrades Improvements to the leisure pool focus on replacing outdated equipment and aging infrastructure to ensure reliable operation and a safe, engaging user experience. Key upgrades include new filtration and circulation systems, deck equipment replacement, and refreshed safety markers. o Scope includes: Structure/Finishes Replace depth and no diving markers Deck Equipment Replace basketball hoop Process Equipment Provide recirculation pump variable frequency drive (VFD), 15 hp Replace filter with regenerative media filtration system o Construction Budget Estimate: $113,000 (2025) 10.Spa Upgrades An ADA lift is present at the spa but is not permanently installed, limiting accessible use and full compliance. o Scope includes: Provide and install ADA pool lift w/cover Page | 75 Workshop Packet Page Number 122 of 206 E2, Attachment 1 o Construction Budget Estimate: $9,500 (2025) High Priority (1-5 years) 11.Gymnasium Barrel Vault Roof Replacement The barrel vault roof over the gym is aging and presents drainage challenges that may lead to foundation issues and slab issues under the new wood gym floor. Replacement should follow surface drainage improvements and focus on slowing runoff and extending roof edges to direct water safely away from the building. o Scope includes: Replacement of barrel vault roof system above gymnasium Revisions to roof edge detailing to extend eaves and better control runoff Integration with site drainage improvements to keep water away from foundation Coordination with interior flooring replacement to prevent future damage o Construction Budget Estimate: $1,490,000 (2025) 12.Flat Roof Replacements Flat roof systems across the facility are aging and likely contributing to water issues at the envelope and foundation. Replacement should improve insulation, drainage, and edge detailing potentially including resized and extended scuppers, as well as heightened extended parapetsto better protect masonry, stairs, and interior finishes and reduce long-term maintenance. o Scope includes: Replacement of all flat roof systems across the facility, excluding the barrel vault above the gymnasium Revisions to edge flashing, insulation, and drainage systems Replacement or resizing of scuppers to direct water away from the building Potential parapet extensions to meet energy code insulation requirements Coordination with rooftop mechanical systems and existing solar panels Integration with envelope and stair repairs where affected by runoff o Construction Budget Estimate: $3,060,000 (2025) 13.Pool Equipment and Efficiency Improvements Mechanical systems supporting the pool area show signs of aging, corrosion, and inefficiency including rusting heat exchangers, missing energy recovery components, and deteriorating piping and ductwork in the pool equipment room. These issues are contributing to humidity-related deterioration and limiting overall system resilience. This scope provides targeted upgrades to improve long-term energy performance, staff control, and air quality within the natatorium. o Scope includes: Replace rusted heat exchangers with high-efficiency models nvestigate feasibility/payback of re-incorporating integrated heat recovery with HVAC systems Replace AHU-7 to restore energy recovery capabilities Replace visibly rusted ductwork and piping in pool equipment room Apply protective coatings to reduce future corrosion o Construction Budget Estimate: $700,000 (2025) Page | 76 Workshop Packet Page Number 123 of 206 E2, Attachment 1 14.Pool Stair, Slide, Deck, Ceiling & Return Duct Restoration This scope bundles together repairs to pool area finishes, structure, and components that have deteriorated due to poor air circulation, drainage, and humidity. It also includes exposure and repair of return ducts beneath the floor, which can be accessed during stair foundation work avoiding separate demolition. Work in this scope should occur only after system fixes in Scope #14 are complete, to ensure the environment is stable. o Scope includes: Demolish and rebuild cracked concrete stair and landing Expose and inspect return ductwork during stair/floor demo Repair or replace compromised duct sections Regrout and retile pool deck and spa area Repaint exposed ceiling with high-performance coating o Construction Budget Estimate: $625,000 (2025) 15.Chilled Water Pump Replacement Chilled water pumps are showing rust and have reached the end of their operational life. Proactive replacement will ensure system reliability and avoid failure during high-demand periods. Heating hot water pumps appear in acceptable condition. o Scope includes: Replace chilled water pumps Inspect and monitor heating hot water pumps for continued performance Test and balance new pumps o Construction Budget Estimate: $105,000 (2025) 16.System Controls Integration Fitness RTU & Pool Runaround Loop Some systems currently operate -end control system, which limits staff oversight and increases the risk of neglect. Integration will improve operational efficiency and equipment monitoring. o Scope includes: Add standalone systems (fitness RTU and pool loop) to central control system Provide and witness functional performance testing for the system o Construction Budget Estimate: $56,000 (2025) 17.Replace RTU-1 Fitness Center The packaged rooftop unit serving the fitness center was manufactured in 2000 and has surpassed its expected life. Replacement is recommended with a new, high-efficiency unit. o Scope includes: Remove and replace RTU-1 with similar capacity and upgraded efficiency Coordinate with roofing and structural requirements o Construction Budget Estimate: $600,000 (2025) 18.Replace Piping Insulation at Coil Connections Damaged insulation at coil connections for several AHUs may reduce system efficiency and contribute to condensation issues. This scope is a straightforward maintenance improvement. o Scope includes: Replace and rewrap damaged insulation at mechanical coil connections Page | 77 Workshop Packet Page Number 124 of 206 E2, Attachment 1 o Construction Budget Estimate: $50,000 (2025) 19.Domestic Water Heater Optimization Two of the four water heaters installed in 2014 are currently out of service. Based on field feedback, the system may be oversized. Review is needed to determine ideal system sizing and potential consolidation. o Scope includes: Evaluate hot water demand across facility Replace or reduce number of domestic water heaters as needed Consider monitoring the return water temperature and cycle circulation pump to operate only when water temperature is low. o Construction Budget Estimate: $80,000 (2025) 20.Masonry Repairs and Forensic Investigation Mortar joint deteriorationespecially at brick cornersindicates declining envelope performance. Repairs should follow roof and drainage work, with targeted investigation at key failure points to guide future maintenance and prevent recurrence.. o Scope includes: Tuckpointing of deteriorated mortar joints across exterior masonry Forensic investigation at building corners and areas with concentrated deterioration Coordination with roof and drainage improvements to confirm moisture sources have been addressed o Construction Budget Estimate: $120,000 (2025) 21.Lap Pool Updates Restoration work at the lap pool will address surface deterioration, corroded fixtures, and aging systems that are approaching the end of their useful life. Improvements focus on plaster and tile replacement, updated deck and competition equipment, and critical mechanical upgrades to ensure safety, reliability, and long-term performance. o Scope includes: Finishes Clean waterline tile Replace quartz aggregate plaster finish Deck equipment Replace stainless steel grabrail and escutcheons Replace ADA pool lift with cover Replace lifeguard chair Competition Equipment Replace quartz aggregate plaster finish Process Fitings Remove underwater lights, and grout shut Process Equipment Replace recirculation pump (410 gpm @ 65', 10 hp, EQKT) Replace ultraviolet treatment system Page | 78 Workshop Packet Page Number 125 of 206 E2, Attachment 1 Replace piping, gauges, thermometers, and flow meter Replace chemical feed pump, tubing, injectors - chlorine. Replace chemical feed pump, tubing, injectors - pH. Provide and install CO2 feed system. Provide automated chemical controller with auto pH switchover.Clean waterline tile and replace any broken sections o Construction Budget Estimate: $280,350 (2025) 22.Leisure Pool Updates Comprehensive updates to the leisure pool will address deteriorating finishes, outdated fittings, and equipment nearing the end of its useful life. The scope includes plaster restoration, replacement of the main drain system to meet modern safety standards, mechanical and chemical system upgrades, and full refurbishment of the waterslide structure and components. o Scope includes: Structure/Finishes Clean waterline tile Acid wash and regrout zero depth Replace quartz aggregate plaster finish Remove underwater lights, grout shut Repair coping with spa coping tile Replace play structure Process Fittings Replace main drain sump and grates. Replace waterslide suction chambers and grates. Process Equipment Replace recirculation pump, 587 gpm @ 65', 15 hp. Provide slide pump variable frequency drive (VFD), 15 hp. Replace piping, gauges, thermometers, flow meter Replace chemical feed pump, tubing, injectors - chlorine. Replace chemical feed pump, tubing, injectors - pH. Provide and install CO2 feed system. Provide automated chemical controller with auto pH switchover. Waterslide Replace flanges and bolts Mediablast slide support system Interior restoration Exterior restoration o Construction Budget Estimate: $561,800 (2025) 23.Spa Updates The spa will receive targeted repairs to address worn finishes, failing caulk joints, and outdated systems. Improvements include tile and coping replacement, updated mechanical and chemical treatment systems, and replacement of the main drain grates to meet current safety standards. o Scope includes: Finishes Acid wash and regrout spa tile Page | 79 Workshop Packet Page Number 126 of 206 E2, Attachment 1 Patch tile Re-caulking at spa trench drain Remove underwater light, grout shut Replace spa coping tile with new, use to repair coping at leisure pool Process Fittings Replace main drain grates Process Equipment Replace recirculation pump, 3 hp intelliflo. Replace pressure sand filter with multiport valve. Replace ultraviolet treatment system. Replace piping, gauges, thermometers, flow meter Replace chemical feed pump, tubing, injectors - chlorine. Replace chemical feed pump, tubing, injectors - pH. Provide and install CO2 feed system. Provide automated chemical controller with auto pH switchover. o Construction Budget Estimate: $100,350 (2025) Medium Priority (5-10 years) 24.Steel Canopy Repairs and Recoating Steel canopy supports and column bases show signs of corrosion and long-term wear. While not currently compromising structural function, these conditions should be addressed to prevent future deterioration and extend the lifespan of exposed components. o Scope includes: Reworking base connections at canopy columns to minimize contact between steel and concrete Surface preparation and repainting of steel canopy supports with a high- performance coating Minor repairs or detailing refinements to prevent future corrosion and reduce long- term maintenance needs o Construction Budget Estimate: $75,000 (2025) 25.Theater Seating and Back-of-House Repairs Audience seating and back-of-house support areas are visibly worn and reaching the end of their service life. While the stage itself remains functional, finishes in the Green Room, Dressing Rooms, and adjacent spaces are aged, damaged, and inconsistent with the quality of the front-of-house experience. This package includes replacement of theater seating, new carpet throughout the audience area, and a full refresh of back-of-house finishes including new LVT flooring, ceiling tile, and paint to support performance readiness and user comfort. o Scope includes: Audience Seating Area Remove and replace audience seating Replace carpet throughout audience seating area Back-of-House Support Spaces Remove and replace flooring with new LVT (Green Room, Dressing Rooms, Corridors, and Support Spaces) Replace acoustic ceiling tile as needed Page | 80 Workshop Packet Page Number 127 of 206 E2, Attachment 1 Repaint walls and ceilings throughout Minor lighting updates as needed to coordinate with ceiling work Replace or refinish door and window assemblies from Green Room to exterior o Construction Budget Estimate: $250,000 (2025) 26.Interior Pool Glazing and Frame Replacement Glazing between corridors and the pool area is aging, with rusted frames, cracked windows, and deteriorated seals. Though still functional, these systems likely impact maintenance and energy performance, and cracked glass could lead to a future safety issue. Replacement with materials suited to the pool environment is recommended for long-term durability and comfort. o Scope includes: Replacement of rated glazing and frames between corridors and pool areas Selection of corrosion-resistant frame materials suitable for pool environments Sealant replacement and improvements to air and thermal performance Coordination with surrounding finishes as needed o Construction Budget Estimate: $75,000 (2025) 27.Interior Finish & Flooring Upgrades Multi-Area Package including studios, fitness zones, meeting rooms, and staff areasare showing signs of wear. Flooring is nearing the end of its service life in multiple areas, ceiling tiles are stained or sagging, and painted surfaces are faded or scuffed. Updating finishes across these zones in a single scope will ensure consistency in appearance, enhance user comfort, and allow for efficient scheduling and execution. In some areas, new lockers, casework, or minor accessibility improvements are also recommended. o Scope includes: Banquet & Meeting Rooms Replace operable partitions, tracks, and doors; refinish or replace parquet flooring; replace adjacent carpet tile; repaint walls and ceilings. Studios A & C Refinish or replace wood and carpet flooring, replace ACT ceilings, repaint walls and soffits; assess and resolve issues with covered fire door access. Staff Break Space Replace VCT flooring, repaint walls and ceilings, replace or refinish casework and counters, install new staff lockers. Main and Upper Level Fitness Areas Replace worn carpet with durable, fitness-appropriate flooring; repaint walls; replace ACT ceiling tiles as needed in upper-level zones. Corridors Replace corridor carpet, replace damaged or sagging ACT ceiling tiles, repaint walls and trim in public-facing hallways. Second Floor Childcare & Crafts Rooms (Rooms 235 & 238) Selective finish updates to support potential reuse; assess and repair restroom fixtures; review layout and accessibility for compliance. o Construction Budget Estimate: $1,225,000 (2025) Page | 81 Workshop Packet Page Number 128 of 206 E2, Attachment 1 28.Banquet Kitchen Repurpose or Decommission The banquet kitchen is underutilized, and if not required for full food preparation in the future, may be a candidate for decommissioning or repurposing. If there are no current code violations, downgrading its use could reduce long-term maintenance costs. o Scope includes: Decommissioning of unused or outdated kitchen equipment Replacement of flooring and wall base materials Assessment and redesign of space for lower-intensity use Replace garbage disposal o Construction Budget Estimate: $35,000 (2025) 29.Exterior Stairs, Sidewalks, & Railings West and North Sides Stairs, sidewalks, and railings along the west and north sides of the building are visibly deteriorated and require full replacement. Cracking, surface spalling, and rusted or failing railings impact safety, accessibility, and public perception. Replacing these elements will restore durable, code-compliant access and improve the overall appearance and usability of the site. o Scope includes: Full replacement of exterior concrete stairs on west and north sides Full replacement of adjacent sidewalks due to cracking and surface failure Removal and replacement of stair railings to meet current codes and material performance expectations o Construction Budget Estimate: $300,000 (2025) 30.Lap Pool Lane Line Replacement Replacement of lane lines is recommended as a preventative maintenance measure to align with the expected end of their service life. Completing this work within the next planning cycle will maintain performance and reduce the risk of unplanned disruption. o Scope includes: Replace 6" anti-wave maximum lane lines w/tensioners o Construction Budget Estimate: $5,500 (2025) Low Priority (10-20 years) 31.Gymnasium AHU Review Access and Performance AHU-1 and AHU-2 serve the gymnasium and, while installed in 1993, continue to operate effectively. However, their current location limits access and may complicate future repairs. o Scope includes: Monitor gym AHU condition Evaluate potential relocation or redesign during major renovation o Study Procurement Estimate: $15,000 (2025) 32.Banquet Hall Return Fan Assessment (AHU-6) The return fan for AHU-6 emits a slight hum, but it is not yet problematic. Recommend monitoring and repairing or replacing only if noise worsens. o Scope includes: Page | 82 Workshop Packet Page Number 129 of 206 E2, Attachment 1 Bearing inspection/replacement Replace return fan for AHU-6 if user comfort is affected o Study Procurement Estimate: $5,000 (2025) 33.Walking Track Flooring and Handrail Finish Repairs While the walking track remains functional, finishes are aging and show signs of wear. In addition to replacing the rubber flooring, there are cosmetic maintenance needs at the base of the handrails and along steel components that should be addressed to prevent further deterioration. o Scope includes: Removal and replacement of rubber flooring around the upper-level walking track Repair of delaminating plastic laminate at handrail bases Repainting of steel handrails, toe-kicks, and stair components connecting upper and lower levels, and going around the walking track. o Construction Budget Estimate: $290,000 (2025) 34.Theater Booth Finish Improvements The theater booth appears dated, but remains functional. Cosmetic improvements could be bundled with future theater upgrades or handled as a standalone refresh during future downtime. o Scope includes: Repainting of interior wall and ceiling surfaces Minor finish repairs and lighting adjustments as needed o Construction Budget Estimate: $40,000 (2025) 35.Lap Pool Updates Long-term maintenance of the lap pool will include tile cleaning, minor repairs, and eventual replastering to preserve surface integrity and extend the useful life of the pool. These improvements are not urgent but should be planned within the next lifecycle window to avoid performance degradation. o Scope includes: Finishes Clean waterline tile. Replace quartz aggregate plaster finish. o Budget Estimate: $154,000 (2025) 36.Leisure Pool Updates Planned lifecycle maintenance of the leisure pool will include surface cleaning, targeted grout replacement, and full replastering. These updates will preserve water quality, ensure user safety, ption. o Scope includes: Structure/Finishes Clean waterline tile Acid wash and regrout zero depth Replace quartz aggregate plaster finish o Budget Estimate: $95,000 (2025) Page | 83 Workshop Packet Page Number 130 of 206 E2, Attachment 1 37.Spa Updates Minor finish restoration in the spa area will support continued performance and user comfort. Work includes targeted tile patching, regrouting, and caulking replacement at the trench drain -term maintenance strategy. o Scope includes: Finishes Acid wash and regrout spa tile Patch tile Re-caulking at spa trench drain o Budget Estimate: $9,000 (2025) Page | 84 Workshop Packet Page Number 131 of 206 E2, Attachment 1 \[Page intentially left blank\] Page | 85 Workshop Packet Page Number 132 of 206 E2, Attachment 1 \[Page intentially left blank\] Page | 86 Workshop Packet Page Number 133 of 206 E2, Attachment 1 IV.APPENDIX Page | 87 Workshop Packet Page Number 134 of 206 E2, Attachment 1 MATERIAL LIFE-CYCLES Material & Typical Lifespan Paint (interior walls) 510 years Paint (on concrete/masonry walls) 510 years Carpet (commercial) 710 years Wallcoverings 1015 years Wood (exposed framing/ceilings) 1020 years (varies greatly) Acoustic Wall Panels 1520 years ACT Ceiling Tiles 1525 years VCT / Vinyl Flooring 1520 years Aluminum Doors / Frames 1525 years Windows (high-quality uPVC or fiberglass) 1530 years Coated Structural Steel 1530 years EPDM Roofing (fully adhered) 2025 years FRP Panels (Glass Reinforced Plastic) 2025 years Rubber Flooring 2030 years Millwork / Casework 2030 years Exterior Windows (aluminum) 2030 years Ballasted Roofing (EPDM) 2030 years TPO or PVC Roofing 2030 years Built-up Roofing (BUR) 2030 years Ceramic / Porcelain Tile 3050 years Doors (solid core wood) 3050 years Interior Windows / Glazing 3050 years Stainless Steel (316 preferred) 3050+ years Drywall 3070 years Metal Roofing (standing seam) 4070+ years Exterior Masonry 50100+ years Page | 88 Workshop Packet Page Number 135 of 206 E2, Attachment 1 FULL OBSERVATION LOGS The following pages include supplemental field notes from our engineering partners, documenting mechanical system conditions observed during walkthroughs. These logs were developed using the CxAlloy platform and compiled by the Commissioning Agent to support and validate the recommendations in this report. They reflect real-time observations and equipment assessments, and may reference system performance, accessibility, wear, or opportunities for optimization. Additional logs may be appended as they become available, including similar documentation for electrical systems. No further observation logs are anticipated for architectural or pool components, as those have been fully captured in the main report body. Page | 89 Workshop Packet Page Number 136 of 206 GJFME!PCTFSWBUJPO E2, Attachment 1 Op/!2 MFP!B!EBMZ}Nbqmfxppe!Dpnnvojuz!Dfoufs!Tuvez Nfdibojdbm!tztufnt!gbdjmjuz!bttfttnfou!xbml.uispvhi/Bvuips Ebwf!Szbo Gjsf!Qspufdujpo!boe!Gjsf!Bmbsn!bmtp!sfwjfxfe/!Sfwjfxfe!bmm!pg!uif!BIVt!po Qsftfou Ebwf!Szbo-!Jtbbd!Lbsmfz- tjuf/!Sfwjfxfe!uif!dpoejujpo!pg!uif!qvnqt!gps!uif!izespojd!tztufn/!MjhiuSpcfsu!Cmjdl sbjo!pvutjef!uispvhipvu!uif!tjuf!wjtju/!Pwfsbmm!uif!tztufnt!bqqfbsfe!xfmm Ebuf!Pctfswfe 603203136 nbjoubjofe/!Uifsf!xbt!fwjefodf!uibu!qfsjpejd!nbjoufobodf!xbt!vq!up!ebuf/Xfbuifs pwfsdbtu-!mjhiu!sbjo-!56G Gjmufst!gps!uif!BIVt!xfsf!efmjwfsfe!po!uif!ebz!pg!uif!xbml.uispvhi-!gps Mpdbujpo Nbqmfxppe-!NO fybnqmf/Uzqf Gbdjmjuz!Bttfttnfou Uifsf!bsf!uxp!lopxo!tuboe.bmpof!tztufnt!.!uif!gjuoftt!dfoufs!beejujpo!ibt jut!pxo!BIV!xjui!uifsnptubu/!Boe!uifsf!jt!b!svo.bspvoe!dpjm!vtfe!jo!uif!qppm bsfb!uibu!xbt!jotubmmfe!.!qsftvnbcmz!xjui!b!dpouspmt!vqhsbef!qspkfdu!ps!b 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Number 171 of 206 E2, Attachment 1 Summary This report presents an in-depth aquatics study conducted by reengineered inc. for the YMCA Aquatics facility at Maplewood, MN to evaluate the current condition and performance of the swimming pools and spa, including safety measures and operational efficiency and effectiveness. Drawing from field data, facility analysis, and industry benchmarks, reengineered inc. aims to identify areas of opportunity and provide practical recommendations that support sustainable improvements, long-term viability, and enhanced user experience and safety, allowing facility leaders and stakeholders to make informed decisions about maintenance and upgrades. The Maplewood YMCA consists of a lap pool, leisure pool and a hot spa. The lap pool consists of six lap lanes. The approximate dimensions of the pool are 75-145-3-6 shallow end to 6-0The leisure pool consists of a beach entry with an above ground play feature, a general swimming area with basketball hoop, and waterslide plunge area. The leisure pool is -- hydrotherapy jets. The hot spa is approximately 110 square feet. Priority 1 0-1 year 1.SWIMMING POOL STRUCTURE/FINISHES a.The gutter and gutter grating appeared to be in good condition with some minor gutter grating angle requiring repair/replacement. i.RECOMMENDATIONS 1.Replace or adjust gutter grating as needed. Refer to Appendix A: Lap Pool Item # A.1 Life Span: 15+ years 2.SWIMMING POOL DECK EQUIPMENT a.An ADA lift was present at the time of the site visit. i.RECOMMENDATIONS 1.Permanently install an ADA lift. Refer to Appendix A: Spa Item # B.1 Life Span: 15+ years 3.SWIMMING POOL COMPETITION EQUIPMENT a.There were two lap pool stanchion posts not present at the time of visit. i.RECOMMENDATIONS 1.Provide and install stanchion anchor lids. Refer to Appendix A: Lap Pool Item # C.3 Life Span: 15+ years 4.SWIMMING POOL EQUIPMENT, PIPING & VALVES /§«ɎŶ /¸µ°«©ºɎ-µȌɎŵŸŴŷŵɎ Workshop Packet Page Number 172 of 206 E2, Attachment 1 a.The manufacturer of the existing lap pool and leisure pool sand filters is no longer in business and replacement parts are not available. A failure of any necessary part of the filtration system would result in downtime until the filtration system can be replaced. i.RECOMMENDATIONS 1.Replace the filtration system and related equipment for new regenerative media filtration systems. This will include new recirculation pump VFDs for each system. Refer to Appendix A: Lap Pool Item # E.2-3 Life Span: 15+ years Priority 2 1-5 years 1.SWIMMING POOL STRUCTURE/FINISHES a.The pool tile is in good condition and requires minor replacement and general cleaning. b.The pool plaster is showing significant surface degradation and is reaching the end of its life. c.It was discussed that the underwater lights were not functional, and as they are not required to be present, the desire is to remove the lights from the pools and spa. d.Some leisure pool coping tile has been damaged with loose/missing pieces and can pose a risk of injury to bathers. e.The Leisure pool zero depth tile and spa tile grout has deteriorated to a point where most of the grout is no longer present. f.The caulking at the trench drain and wall behind the spa has deteriorated and is in need of replacement. g.Spa coping tile could be replaced with new, and existing tile could be used to replace the broken coping tile at the leisure pool. i.RECOMMENDATIONS 1.Clean/acid wash ceramic tile and replace broken or loose tiles as required. Refer to Appendix A: Lap Pool Item # A.2 Leisure Pool Item # A.1-2 Life Span: 10+ years 2.Full removal of existing plaster and replaster entire surface of both pools. Refer to Appendix A: Lap Pool Item # A.3 Leisure Pool Item # A.3 Life Span: 7-12+ years 3.Remove light and light niche and grout shut. Spa will require tile patching. Refer to Appendix A: Lap Pool Item # A.4 Leisure Pool Item # A.4 Spa Item # A.4 Life Span: N/A 4.Replace broken coping tile with existing spa tile. Refer to Appendix A: /§«Ɏŷ /¸µ°«©ºɎ-µȌɎŵŸŴŷŵɎ Workshop Packet Page Number 173 of 206 E2, Attachment 1 Leisure Pool Item # A.5 Life Span: 15+ years 5.Regrout zero depth and spa tile. Refer to Appendix A: Leisure Pool Item # A.2 Spa Item # A.1 Life Span: 10+ years 6.Recaulk behind spa coping and around trench drain. Refer to Appendix A: Spa Item # A.3 Life Span: 10+ years 7.Remove and replace spa coping tile for new. Refer to Appendix A: Spa Item # A.5 Life Span: 15+ years 2.SWIMMING POOL DECK EQUIPMENT a.Two lap pool grabrails, escutcheons, the lap pool ADA lift and one lifeguard chair showed significant corrosion that appeared to be a result of poor air circulation in those specific areas of the natatorium. i.RECOMMENDATIONS 1.Replace corroded rail goods, ADA lift, and lifeguard chair. Refer to the MEP recommendations for addressing air circulation. Refer to Appendix A: Lap Pool Item # B.1-3 Life Span: 10+ years 3.SWIMMING POOL COMPETITION EQUIPMENT a.There were two stanchion posts showed significant corrosion that appeared to be a result of poor air circulation in those specific areas of the natatorium. i.RECOMMENDATIONS 1.Replace corroded stanchion posts. Refer to Appendix A: Lap Pool Item # C.2 Life Span: 10+ years 4.SWIMMING POOL PROCESS FITTINGS b.The original drawings for the lap pool and leisure pool indicate that the main drains and suction chambers consist of field-fabricated sumps and manufactured grates. The current standard for Suction Outlet Fitting Assemblies (ANSI/APSP/ICC-16 2017) requires specific testing requirements for complete product assemblies which make field-built sumps increasingly difficult to certify for use in a public pool. i.RECOMMENDATIONS /§«ɎŸ /¸µ°«©ºɎ-µȌɎŵŸŴŷŵɎ Workshop Packet Page Number 174 of 206 E2, Attachment 1 1.Due to current federal law and general liability and safety considerations, we recommend replacement of the existing main drain with a new dual fabricated main drain sumps and grates. Refer to Appendix A: Lap Pool Item # D.1 Leisure Pool Item # Spa Item # C.1 Life Span: 20+ years (with covers replaced per manufacturer requirements) 5.SWIMMING POOL EQUIPMENT, PIPING & VALVES a.The above ground piping & valves within the pool equipment room are in fair condition. Most of the pool equipment and associated piping & valves within the equipment room are near the end of their useful life and in need of replacement. Based on the age and condition of the pool equipment and associated piping & valves, we estimate the remaining lifespan to be 1-5 years. b.The slide pump does not currently utilize a Variable Frequency Drive (VFD) for efficient control. c.The existing chemical feed systems are in good condition and only standard maintenance activities are needed. d.It was discussed with facility staff that maintaining proper water chemistry is challenging due to low alkalinity and high pH in the source water. i.RECOMMENDATIONS 1.The lap pool and leisure pool filtration systems are recommended in the 0-1 year category. It is understood that the leisure pool UV system replacement is ongoing. The chemical controllers and water level controllers can remain. It is recommended that the remaining piping, fittings, valves, pumps, and spa filters be replaced. Refer to Appendix A: Lap Pool Item # E.1, and E.4-5 Leisure Pool Item # D1, D.5-6 Spa Item # D.1-4 Life Span: 15+ years 2.It is recommended that a VFD be provided and installed for the waterslide pump. Refer to Appendix A: Leisure Pool Item # D.3. Life Span: 10+ years 3.The existing disinfection and pH control feed systems should remain in place with new chemical tubing and injectors. Refer to Appendix A: Lap Pool Item # E.7-8. Leisure Pool Item # D.8-9 Spa Item # D.6-7 Life Span: 10+ years 4.It is recommended to install a CO2 feed system and an alkalinity meter with an automatic switchover for improved water quality. Refer to Appendix A: /§«ɎŹ /¸µ°«©ºɎ-µȌɎŵŸŴŷŵɎ Workshop Packet Page Number 175 of 206 E2, Attachment 1 Lap Pool Item # E.9-10 Leisure Pool Item # D.10-11 Spa Item # D.8-9 Life Span: 15+ years 6.Waterslide a.The slide flange bolts and fiberglass to bracket connection bolts are in poor condition with visible signs of corrosion and some are broken or missing. b.The slide support system is in fair condition and in need of refinishing. c.The slide interior surface is in fair/good condition, but is expected to require restoration in the next 1-5 years. d.The slide exterior is in fair/good condition but could use recoating for aesthetic reasons. i.RECOMMENDATIONS 1.Replace all slide connection hardware. Refer to Appendix A: Leisure Pool Item # E.1 Life Span: 10+ years 2.Mediablast and recoat slide support columns, arms, kickers, and brackets. Refer to Appendix A: Leisure Pool Item # E.2 Life Span: 10+ years 3.Restore slide interior with new spray-applied gelcoat. Refer to Appendix A: Leisure Pool Item # E.3 Life Span: 10+ years 4.Restore slide exterior with new spray-applied gelcoat. Refer to Appendix A: Leisure Pool Item # E.4 Life Span: 10+ years Priority 3 5-10 year 1.POOL COMPETITION EQUIPMENT a.The floating lane lines were observed in good condition but will be expected to near the end of life within five to ten years. i.RECOMMENDATIONS 1.Replace floating lane lines for new. Refer to Appendix A: Lap Pool Item # C.1 Life Span: 10+ years /§«Ɏź /¸µ°«©ºɎ-µȌɎŵŸŴŷŵɎ Workshop Packet Page Number 176 of 206 E2, Attachment 1 Priority 4 10+ years 1.SWIMMING POOL STRUCTURE/FINISHES a.The pool tile will require minor replacement and general cleaning beyond 10 years. b.The pool plaster is expected to last 8-12 years under typical operation if well-maintained. It is expected that the pools will require replastering beyond 10 years. c.The Leisure pool zero depth tile and spa tile grout is expected to deteriorate over time and is expected to require additional maintenance beyond 10 years. d.The caulking at the trench drain and wall behind the spa is expected to require recaulking beyond 10 years. i.RECOMMENDATIONS 1.Clean/acid wash ceramic tile and replace broken or loose tiles as required. Refer to Appendix A: Lap Pool Item # A.2 Leisure Pool Item # A.1-2 Life Span: 10+ years 2.Full removal of existing plaster and replaster entire surface of both pools. Refer to Appendix A: Lap Pool Item # A.3 Leisure Pool Item # A.3 Life Span: 7-12+ years 3.Regrout zero depth and spa tile. Refer to Appendix A: Leisure Pool Item # A.2 Spa Item # A.1 Life Span: 10+ years 4.Recaulk behind spa coping and around trench drain. Refer to Appendix A: Spa Item # A.3 Life Span: 10+ years /§«ɎŻ /¸µ°«©ºɎ-µȌɎŵŸŴŷŵɎ Workshop Packet Page Number 177 of 206 E2, Attachment 1 EXISTING DRAWINGS The following sheets are select excerpts from the existing architectural drawing set, included here for reference. Floor plans are provided to help locate and contextualize the rooms discussed in the Detailed Findings section room numbers and names in this report correspond directly with those shown on the plans. Sections and elevations are included as they may be referenced in bundled scopes or recommendation diagrams. These drawings are not intended to represent current conditions or dimensions precisely but serve as a helpful overlay for understanding spatial relationships and planning-level recommendations. Page | 90 Workshop Packet Page Number 178 of 206 E2, Attachment 1 Workshop Packet Page Number 179 of 206 E2, Attachment 1 KIDS PLAY 111 GYMNASIUM KIDS STUFF 114 KIDS RESTROOM ELEVATOR LOBBY 106 GYM ELEV. EQUIP. ENTRY ROOM 115 115A115A115A TUBGG STAFFSTAFFSTAFFSTAFF GYM BREAKBREAK ROOMROOMROOM STORAGE 472/24!tg STUDIOSTUDIO AA 115B BUILDING STORAGE 3-452/36!tg STUDIOSTUDIO CC 115C BUILDING STORAGE Workshop Packet Page Number 180 of 206 E2, Attachment 1 OFFICES (CUBES) MASSAGE Workshop Packet Page Number 181 of 206 E2, Attachment 1 Workshop Packet Page Number 182 of 206 E2, Attachment 1 TUVEJP 472/85!tg ### POOL MECHANICAL Workshop Packet Page Number 183 of 206 E2, Attachment 1 Workshop Packet Page Number 184 of 206 E2, Attachment 1 Workshop Packet Page Number 185 of 206 E2, Attachment 1 Workshop Packet Page Number 186 of 206 E2, Attachment 1 Workshop Packet Page Number 187 of 206 E2, Attachment 1 Workshop Packet Page Number 188 of 206 E2, Attachment 1 Workshop Packet Page Number 189 of 206 E2, Attachment 1 Workshop Packet Page Number 190 of 206 E2, Attachment 1 Workshop Packet Page Number 191 of 206 E2, Attachment 1 \[Page intentially left blank\] Page | 91 Workshop Packet Page Number 192 of 206 E CITY COUNCIL WORKSHOP STAFF REPORT Meeting Date July 28, 2025 REPORT TO: Michael Sable, City Manager REPORT FROM: Lois Knutson, Senior Administrative Manager Colin Vue, Management Intern PRESENTER: Lois Knutson, Senior Administrative Manager AGENDA ITEM: Charitable Gambling Discussion Action Requested: MotionDiscussion Public Hearing Form of Action: Resolution OrdinanceContract/Agreement Proclamation Policy Issue: A discussion will be held with the City Council regarding the City of MaplewoodÓs Charitable Gambling Policies. Recommended Action: Discussion purposes only. Fiscal Impact: Is There a Fiscal Impact? No Yes, the true or estimated cost is 0.00 Financing source(s): Adopted Budget Budget Modification New Revenue Source Use of Reserves Other: n/a Strategic Plan Relevance: Community InclusivenessFinancial & Asset MgmtEnvironmental Stewardship Integrated CommunicationOperational EffectivenessTargeted Redevelopment n/a Background: Per Minnesota Statutes, section 349.213, subdivision 1, paragraph (f)(2), a local unit of government is allowed to require, by ordinance, a licensed organization to contribute up to 10% of the organizationÓs net profits derived from lawful gambling to a fund administered by the local unit of government. The City of Maplewood has adopted an ordinance which requires the 10% contribution. Cities that collect funds from charitable gambling proceeds must spend the money the same way charities do Î for defined charitable purposes. Workshop Packet Page Number 193 of 206 E On August 23, 2021, to make a more significant impact for each organization, the City Council revised the Charitable Gambling Policies to establish a three-year rotating schedule. Under this approach, funding priority is given to requests that align with specific categories each year: Year 1: Social Supports and Senior Citizen Services (2022, 2025) Year 2: Youth Programs and Community Engagement & Events (2023, 2026) Year 3: Environment & Natural Resources and Safety Programs (2024, 2027) Council members have expressed interest in reviewing this policy and determining whether any changes should be made to the current plan. If modifications are proposed, they will be presented to the Council for approval on Monday, August 11, 2025. Attachments: 1.Presentation 2.Charitable Gambling Policies - revised 08/23/2021 Workshop Packet Page Number 194 of 206 E3, Attachment 1 July 28, 2025 City of Maplewood Discussion Charitable Gambling Workshop Packet Page Number 195 of 206 E3, Attachment 1 Open ApplicationsCovidRotating CategoriesUpcoming Award History Legend:¤¤¤¤ Workshop Packet Page Number 196 of 206 E3, Attachment 1 )) 20262027 (2022, 2025)(2023, (2024, Goal: Prioritize larger awards that would make a more significant impact for an organization and the people it serves Year 1: Social Supports and Senior Citizen ServicesYear 2: Youth Programs and Community Engagement EventsYear 3: Environment & Natural Resources and Safety Programs ¤¤¤ Three Year rotating schedule Past Modifications August 23, 2021 Workshop Packet Page Number 197 of 206 E3, Attachment 1 Workshop Packet Page Number 198 of 206 E3, Attachment 1 Workshop Packet Page Number 199 of 206 E3, Attachment 1 Current ModelPriority CategoriesPrevious ModelOpen Applications ¤¤¤¤ Fewer awards with larger $ amountsMore awards with smaller $ amounts Options Workshop Packet Page Number 200 of 206 E3, Attachment 1 $10,000$15,000 êƜêŵċ϶êŎŗƇŏƂЃ 20-25% of available funds ¨İŗƇňċ϶Ƃİđŵđ϶ăđ϶ê϶ŎêơijŎƇŎ϶ $2,500$5,000$7,500 $10,000 đŹƂêăňijŹİđċ϶êƜêŵċ϶êŎŗƇŏƂŹЃ ¨İŗƇňċ϶Ƃİđ϶êŲŲňijąêƂijŗŏ϶ijŏąňƇċđ϶ Award Amounts Workshop Packet Page Number 201 of 206 E3, Attachment 1 Additional Comments/Thoughts Workshop Packet Page Number 202 of 206 E3, Attachment 1 Timeline for Key Dates in Charitable Gambling Award Process Workshop Packet Page Number 203 of 206 E3, Attachment 1 What would you recommend? Workshop Packet Page Number 204 of 206 E, Attachment 2 Workshop Packet Page Number 205 of 206 E, Attachment 2 Workshop Packet Page Number 206 of 206