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HomeMy WebLinkAboutCapital Improvement Program Budget FY 2025-2030CAPITAL IMPROVEMENT PROGRAM Otay Water District Fiscal Years 2025-2030 BUDGET 1 Otay Water District Capital Improvement Program Budget Fiscal Years 2025-2030 BOARD OF DIRECTORS Jose Lopez, Division 4 President Ryan Keyes, Division 2 Vice President Mark Robak, Division 5 Treasurer Tim Smith, Division 1 Gary Croucher, Division 3 MANAGEMENT TEAM Jose Martinez General Manager Joseph Beachem Chief Financial Officer Kevin Koeppen Assistant Chief, Finance Adolfo Segura Chief, Administrative Services Michael Long Chief, Engineering Andrew Jackson Chief, Water Operations 2 This page intentionally left blank 3 Table of Contents Page Letter of Transmittal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Awards. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Resolution No. 4442. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 OVERVIEW CIP Budget Guide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 Mission Statement, Vision, Statement of Values. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 District Formation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 Service Area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 Organizational Structure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 Budget Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 Budget Control and Jurisdiction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 Budget Basis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 Fund Structure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 CIP Budget Calendar . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29 Demographics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 Service Area Assessed Valuation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 Ten Principal Taxpayers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 Ten Largest Customers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 Water Rate Comparison – Agency Water Rates. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 Sewer Rate Comparison. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 San Diego Rainfall. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 Current Economic Conditions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 Economic Outlook. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 The Future . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 Strategic Planning Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 Key Performance Indicators: General Manager. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 Administrative Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 Finance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43 Water Operations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46 Engineering . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51 CAPITAL BUDGET Capital Budget Narrative. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 CIP Reserve Funds ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57 Six-Year CIP Projects Summary by Source ($1,000s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 Six-Year CIP Projects Summary by Fund ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 Six-Year CIP Projects by Source and Fund ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59 CIP Projects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62 Six-Year CIP Projects Schedule. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63 CIP Justification and Impact on Operating Budget. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68 4 Table of Contents CIP PROJECTS CIP Project Sheet Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70 CIP Project Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72 CIP Projects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 76 APPENDIX Annual CIP Development Policy No. 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 366 Water Meter Capacity Fees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 368 Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 369 List of Acronyms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 371 Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 372 5 June 5, 2024 Honorable Board of Directors Otay Water District I am pleased to present the Otay Water District’s Adopted Capital Improvement Program Budget for Fiscal Years 2025-2030. The budget supports the District’s Fiscal Year 2023-2026 Strategic Plan as well as the financing of all District services, programs, and capital needs during Fiscal Year 2025. The success as an agency is significantly enhanced by the policies and practices implemented by its Board and management to ensure stability, reliability, strength, and sustainability. The management team is fully confident that through sound financial management and streamlining of operations and services, supported by the Strategic Plan and a dedicated and talented staff, the District will continue to achieve success and thus, ensure the well-being and quality of life of its over 240,000 customers. Our goal is to sustain the services we provide while minimizing rate impacts to our ratepayers. Legislative and Regulatory Issues The District continues to monitor legislative and regulatory activity and how it could impact the District and its customers. August 31 is the final day for bills to pass the legislature and the Governor has until September 30, 2024 to sign or veto legislation. The primary legislative activity for the District and its legislative consultant has been its sponsorship of Senate Bill 1072 (Padilla), which provides that, if a court determines that a fee or charge for a property-related service violates Proposition 218, then the local agency must credit that amount against the cost of providing the property related service, as opposed to providing a refund. The bill is making its way through the legislature with a strong coalition in support. The District is also supporting the Association of California Water Agencies (ACWA) sponsored AB 2257 (Wilson), which creates an exhaustion of administrative remedies procedure that, if a local agency chooses to implement it, requires ratepayers to bring an objection regarding a Proposition 218 proposed property-related water or sewer fee or charge, prior to specified deadlines. The bill is also moving its way through the legislature with significant support. 6 The District has also joined a coalition to support AB 1827 (Papan), which provides that fees or charges for Proposition 218 property-related water service imposed or increased pursuant to the California Constitution may include the incrementally higher costs of water service peaking factors. This bill is also moving through the legislature. The District is watching SB 1255 (Durazo), which requires, on or before July 1, 2027, retail water suppliers that serve more than 3,300 residential connections to establish an opt-out water rate assistance program (WRAP), as specified, to provide financial assistance to eligible ratepayers for their water and wastewater bills. The District is also tracking two remaining bills from a package of highly controversial bills intended to “modernize” the state’s water rights system. ACWA is engaged in these bills including AB 1337 (Wicks) and AB 460 (Baur Kahan). The District has also joined ACWA’s coalition in support of a multibillion-dollar Climate Resiliency Bond that includes funding for water projects. Upon the April 2023 adoption of the California Air Resources Board’s (CARB) Advanced Clean Fleets Regulations, which the District provided written and spoken comments on, the District has continued to monitor the implementation of the regulations, including how CARB is implementing AB 1594 (Garcia, 2023), which the District supported last year to provide greater flexibility for utilities regarding the rule. The District is also monitoring water quality regulatory developments at the State Water Resources Control Board (SWRCB). In March of this year, the SWRCB adopted a resolution for drinking water regulations development for the remainder of this calendar year. The Board’s Division of Drinking Water has established a proposed prioritized list for regulatory development projects for 2023. This includes minimum contaminant levels (MCLs) for Chromium (hexavalent), Arsenic, Perfluoro-octanoic acid (PFOA), perfluoro-octane sulfonic acid (PFOS), N-nitroso dimethylamine (NDMA), Disinfection Byproducts, Styrene, Cadmium, and Mercury. The SWRCB continues to work through the adoption of these various proposed MCLs. The SWRCB and many water agencies, including the District, continue to focus on conservation-related laws such as SB 1157 (Hertzberg, 2022), which lowered the indoor residential water-use standard. The bill established the indoor residential water-use standards to be as follows: 55 gallons per capita per day (GPCD) until January 1, 2025; 47 GPCD until January 1, 2030; and 42 GPCD as of January 1, 2030. The District is currently projected to meet the GPCD requirements. SB 1157 supersedes SB 606 and AB 1668, which passed in 2018 to build on efforts to make water conservation a way of life and to better prepare the state for droughts and climate change. 7 The District and other water agencies throughout the state have worked with state officials to define how the conservation laws will be implemented. These laws outline an overall framework to guide the District and other urban water suppliers in setting water-use targets. The laws also required the SWRCB to adopt an outdoor water-use standard by June 2022. The District has worked collectively with other water agencies and water industry associations to discuss and provide comments to the SWRCB to ensure the regulations are both equitable and reflect local conditions. The District will continue to work on these efforts as the SWRCB releases more recommendations, reports, and draft regulations. The District has signed on to letters by ACWA in response to various draft regulations as the July 3, 2024 Board meeting for adoption approaches. In August 2022, the Governor released a new California’s Water Supply Strategy, Adapting to a Hotter, Drier Future, listing actions needed to address 10% loss of water supplies by 2040. This includes seeking or expanding new sources of supplies like desalination, recycled water and potable reuse, increased storage, reducing urban and agricultural water use, and improved forecasting, data collection, and management of water. These are all related to actions included in the 2020 Water Resilience Portfolio. On December 8, 2023, the Department of Water Resources released the Final Environmental Impact Report (EIR) for the proposed Delta Conveyance Project, advancing an essential piece of the state’s strategy to protect water access for millions of Californians. It was redesigned following public input and Governor Newsom’s pledge of rightsizing the project to one tunnel to better support both environmental and water supply needs. DWR approved the project on December 21 and released a benefit-cost analysis in mid-May 2024. The project, however, is facing litigation by opponents. Regarding Federal legislation, the District has joined the California Special District Association’s coalition in support of H.R. 7525 by Representative Pat Fallon, which would require the Office of Management and Budget (OMB) to issue guidance within 180 days that clarifies how a federal agency recognizes a special district as a unit of local government for the purpose of being eligible to receive federal financial assistance. The Resolution passed the House on May 6. Fiscal Year 2023 - 2026 Strategic Plan The strategic plan details our commitment to remain a model public agency that maintains stakeholder trust through fiscal responsibility, environmental stewardship, and effective leadership. Since 1956 the District's theme has been and continues to be "Dedicated to Community Service." This motto serves as a great reminder for our staff of the responsibility and significance of delivering exceptional service to the residents and businesses in our community. 8 Over the years the District’s strategic plan has evolved from one focused on growth to one focusing on consistent, albeit lower, growth levels, long-term operations, and capital maintenance needs of the District. The District’s current strategic plan (FY 2023-2026), adopted by the Board in January 2022, highlights areas of focus, including a stronger emphasis on financial and long-term demands, legislative matters, aging workforce and knowledge transfer, organizational culture, customer service, cybersecurity, and asset management. Quarterly and annual performance metrics support short-term and long-term objectives linked to these strategies to promote and track continuous improvement. The plan reinforces the Board’s vision, mission, and value statements and the business perspectives that serve as the foundation for the new strategies, goals, and objectives. The strategic plan addresses several challenges facing the District today. They include fulfilling more stringent water quality requirements, meeting the water demands of a developing community, discovering methods to better use our current water resources through storage and water conservation, retention and recruitment of a skilled workforce, and maintaining an adaptable organization to meet future challenges. The strategic plan allows us to also convey our plans to our customers, other agencies, and water regulators. As with past plans, we are confident that this plan will help us to successfully implement the Board’s direction. As the District's infrastructure ages, there will be increasing financial pressure to meet the costs of replacing infrastructure. To mitigate these pressures, the management team continues to prioritize efficiency inside the agency via investments in operational and business technologies to optimize an efficient workforce. Through community focus, sound planning, preparation, and fiscal management, and a prepared and adaptable work culture, the District is well positioned to support its growing customer base while sustaining the quality water service that our community and our ratepayers expect. These high-level strategic objectives are further articulated within the current Strategic Plan, outlining District-wide accountability, and performance metrics to measure and improve outcomes. The success of this approach is proven by the District’s gains in productivity and reduction in staffing while service growth continues. The District has reduced staffing by 28.75 full- time equivalent positions, or 16%, while the number of customer accounts increased by 4,989, or 9% from 2007 through 2025. The following chart shows that the District’s ratio of customer accounts per full time employee has increased by 94 or 31% since 2007. 9 Customer Accounts per Full Time Employee The District’s Other Post-Employment Benefit (OPEB) plan is 74% funded as of June 30, 2023, which is an 11% decline from the previous 85% funding status as of June 30, 2022. The reduced funding level is similarly a result of lower than expected investment returns in 2022 as well as a 15% increase in medical costs that was effective January 1, 2024. The District will continue its strategy of advance funding its unfunded pension and OPEB obligations. On June 5, 2024, the Board adopted the 2024-2027 Memorandum of Understanding between the Otay Water District and the Otay Water District Employee's Association (MOU). The terms of the MOU include the closure of the OPEB defined benefit plan to new members after September 1, 2024. The MOU provides employees hired subsequent to September 1, 2024 with eligibility for a defined contribution Health Reimbursement Arrangement. The FY 2025 budget includes a $350 thousand advance contribution to its defined benefit programs. Staff is also recommending to return the advance funding amount to the $1.3 million level over the next six years. The strategy of advance funding the District’s unfunded obligations aims to reduce the District’s highest cost debt. This strategy is aimed to save the ratepayers money and will save the District approximately $5.5 million over the 12-year advance funding period, which began in 2021. Other cost savings include the reduction in number of vehicles and equipment, fuel consumption, pavement costs, and decreasing water loss through the successful leak detection and repair program. Staff continues to seek out other operational efficiencies, thus decreasing costs and minimizing rate impacts on District customers. Based on an annual survey of water and sewer rates conducted by staff, the District continues to be one of the lower cost providers in San Diego County. The District has the 30 1 30 6 31 4 32 1 33 6 34 4 36 6 38 0 38 9 39 6 40 6 41 2 40 9 40 9 40 7 40 6 39 9 39 8 39 5 - 50 100 150 200 250 300 350 400 450 Ac c o u n t s p e r F u l l T i m e E m p l o y e e Fiscal Year 10 eleventh lowest water rate out of the 24 agencies in San Diego County (based on the District’s average water user who uses 10 units of water and has a ¾” residential meter size), and the fourth lowest sewer rate out of the 28 sewer service providers in the County (based on 9.4 units of water and a ¾” residential meter size). The results of the water and sewer surveys are shown on pages 32 and 33, respectively. The following chart shows that since 2007, the wholesale water supply costs have increased 144.8% and the District’s retail water rates have increased 134.9%. Wholesale Water Supply Costs vs. District Retail Rate Increases The District currently delivers water service to 52,057 potable and 808 recycled water customer accounts. The District purchases all the potable water sold to customers from the CWA. Seventy-six percent of this water, in turn, is purchased from the region’s primary water importer, MWD, which derives its supply from the Colorado River and the California State Water Project. The percentage of water purchased from MWD has decreased significantly over the last several years due to conservation efforts, the water transfer agreement with Imperial Irrigation District (IID), the All-American and Coachella lining project agreements, and the water purchase agreement for water produced at the Carlsbad Desalination Plant. The District continues its efforts to diversify water resources, reducing dependence on traditional water supplies from the Colorado River and the Sacramento-San Joaquin Delta. The District also has been proactive in reducing its dependence on MWD water treatment facilities. For example, in 2009 the District entered into an agreement with the CWA that allowed the neighboring Helix Water District to treat imported water on behalf of the District at Helix’s Levy Water Treatment Plant. This has brought regional water treatment closer to 0% 20% 40% 60% 80% 100% 120% 140% 160% 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 144.8% 134.9% CWA Water Cost Increase Otay Water Rate Increase 11 District customers, which lessens dependence on water treatment facilities located outside of the County. The District also collects and recycles wastewater from approximately 4,739 homes and businesses. The District collects wastewater and delivers it to its Ralph W. Chapman Water Recycling Facility (Chapman), which is capable of recycling wastewater at a rate of 1.3 million gallons per day. In addition to the Chapman facility, the District continues to purchase up to 5.6 million gallons per day of recycled water from the City of San Diego’s South Bay Water Reclamation Plant. The use of recycled water for landscape irrigation and industrial processes reduces dependence on imported potable supplies, provides a local supply that is drought proof, and diversifies District sources. Fiscal Year 2025 Operating Budget Summary The Fiscal Year 2025 budget was prepared with the continuing challenges of potable water wholesale supplier rate increases, inflation, additional CIP projects, increasing power costs, and current and pending legislative initiatives. Additional challenges are the City of San Diego’s Pure Water program costs, and the County of San Diego’s rehabilitation of shared facilities. The District’s operating expenditures consist of three major sectors: potable water, recycled water, and sewer, totaling $138.1 million of budget expenditures for Fiscal Year 2025. Revenues from potable and recycled water sales are projected to be $121.1 million, approximately $9.2 million more than the Fiscal Year 2024 budget. The District projects sewer revenues to remain flat at $3.5 million. The remaining budgeted revenues of $13.5 million, approximately $874 thousand more than Fiscal Year 2024, come from various special fees, assessments, and miscellaneous income. Other significant aspects of the Operating Budget are: A balanced budget supporting the goals of the Strategic Plan. The use of an economist to project growth for the region. An updated six-year Rate Model to ensure sound financial planning and reserve levels. Effective 20.0% rate increases from MWD and CWA due to the high cost of supply programs, higher energy costs, and increasing operating costs. Implementation of a 12.8% rate increase for potable water, a 5.3% rate increase for recycled water, and a 4.8% rate increase for sewer, effective January 1, 2025. 12 Metro sewer costs include the anticipated impact of the City of San Diego’s Pure Water Program costs. The District maintains low water rates, below the countywide average of the County’s 24 water agencies. Fiscal Year 2025-2030 Capital Improvement Program (CIP) The CIP budget emphasizes long-term planning for ongoing programs to meet population growth, facilities replacement, and betterment of infrastructure while functioning within fiscal constraints. The Fiscal Year 2025 CIP budget contains 134 projects and totals $16.0 million. The District categorizes projects into three business segments: potable water, recycled water, and sewer. Funding for the Fiscal Year 2025 potable, recycled, and sewer projects are $10.5 million, $4.2 million, and $1.3 million, respectively. CIP projects are also categorized into three categories: expansion, betterment, or replacement. The following is a breakdown of the CIP projects into the three categories: Replacement projects $ 12,321,000 Betterment projects 2,999,000 Expansion projects 684,000 Total $ 16,004,000 The Fiscal Year 2025-2030 CIP budget contains 145 projects and totals $170.7 million, increasing by $22.7 million versus last year. The total water CIP budget for the six-year period is $157.9 million, which is a $21.3 million increase compared to Fiscal Year 2024, while the sewer CIP of $12.8 million is increasing $1.3 million compared to Fiscal Year 2024. The District projects water debt issuances of $30.3 million, $43.2 million, and $10.1 million in Fiscal Years 2026, 2028, and 2030, respectively. A debt issuance for sewer of $3.0 million is projected for FY 2027. Awards and Acknowledgments The Government Finance Officers Association of the United States and Canada presented Otay Water District the Distinguished Budget Presentation Award for its annual budget for the fiscal year beginning July 1, 2023. To receive this award, a governmental unit must publish a budget document that meets program criteria as a policy document, as an operations guide, as a financial plan, and as a communications device. 13 The California Society of Municipal Finance Officers presented Otay Water District the Certificate of Award for Excellence in Operating Budgeting for Fiscal Year 2023- 2024. The California Society of Municipal Finance Officers presented Otay Water District the Certificate of Award for Excellence in Capital Budgeting for Fiscal Year 2023-2024. The Government Finance Officers Association Officers presented Otay Water District the Certificate of Excellence in Financial Reporting for its Annual Comprehensive Financial Report for the Fiscal Year ended June 30, 2023. Conclusion The District’s Board of Directors met the challenges presented this year with responsibility, commitment, and persistence to keep the stability and financial strength of the District as one of its highest priorities. The District’s debt coverage level will remain above target and reserves will be maintained above minimum levels and return to target in Fiscal Year 2026. The Board of Directors, management team, and staff are all committed to efficiency in both District operations as well as in its capital development. With these efficiencies and the ongoing investment in new technologies, the District has a competitive edge in providing quality service. This budget reflects the vision of the District’s Board, management, and staff. The District will continue to strive to make improvements in budget processes, including an extensive review and analysis of projections for revenues, expenditures, capital projects, and reserves. I would like to thank the staff involved in this process for the efforts put forth in the preparation of this budget to ensure a successful outcome. To the Board, we acknowledge and appreciate their continued support and direction in achieving excellence in the financial management and operations of the District. Jose Martinez, General Manager 14 Distinguished Budget Presentation Award The Government Finance Officers Association presented a Distinguished Budget Presentation Award to the District for its annual budget for the fiscal year 2023-2024. In order to receive this award, a governmental unit must publish a budget document that meets program criteria as a policy document, as an operations guide, as a financial plan, and as a communications device. This award is valid for a period of one year only. We believe our current budget continues to conform to program requirements, and we are submitting it to GFOA to determine its eligibility for another award. 15 Financial Awards The California Society of Municipal Finance Officers presented Otay Water District the Operating Budget Excellence Award for Fiscal Year 2023-2024. 16 Financial Awards The California Society of Municipal Finance Officers presented Otay Water District the Capital Budgeting Excellence Award for Fiscal Year 2023-2024. 17 Financial Awards The Government Finance Officers Association Officers presented Otay Water District the Certificate of Achievement for Excellence in Financial Reporting for its Annual Comprehensive Financial Report for the Fiscal Year Ended June 30, 2023. 18 RESOLUTION NO. 4442 A RESOLUTION OF THE BOARD OF DIRECTORS OF OTAY WATER DISTRICT ADOPTING THE FISCAL YEAR 2024-2025 OPERATING AND CAPITAL BUDGET; AND SALARY SCHEDULE WHEREAS, the Otay Water District Board of Directors have been presented with a budget (Exhibit A) for the operation of the Otay Water District for Fiscal Year 2024-2025; and WHEREAS, the Fiscal Year 2024-2025 Operating and Capital Budget, has been reviewed and considered by the Board; WHEREAS, it is in the interest of the District to adopt a budget for said year; WHEREAS, in connection with the adoption of the budget, the Board is also being presented with the Job Classification and Salary Schedule (Exhibit B) for its consideration, in order to comply with California Code of Regulations Section 570.5, NOW, THEREFORE, BE IT RESOLVED, DETERMINED AND ORDERED by the Board of Directors of the Otay Water District that the Operating and Capital Budget for the operation of the District, incorporated herein by reference, is hereby adopted as the District’s budget for Fiscal Year 2024-2025. BE IT FURTHER RESOLVED that the Board hereby approves and adopts the Salary Schedule included with the budget and, consistent with his authority over employee compensation under both State law and the District’s Code of Ordinances, authorizes 19 the General Manager to update the Salary Schedule, whenever necessary, to reflect changes made within his authority. PASSED, APPROVED AND ADOPTED by the Board of Directors of Otay Water District at a board meeting held this 5th day of June 2024, by the following vote: Ayes: Noes: Abstain: Absent: ________________________ President ATTEST: ____________________________ District Secretary Directors Croucher, Lopez and Robak Director KeyesNone Director Smith 20 This page intentionally left blank 21 Overview CIP Budget Guide The District views the Capital Improvement Program (CIP) Budget as an essential tool for proper financial management of the CIP projects. The District manages growth and maintenance of assets through this program. The CIP budget is developed with input from the various project managers throughout the organization and is adopted prior to the start of each fiscal year for the current fiscal year and five subsequent years. It is designed and presented for the general needs of the District, its staff, and citizens. It is a comprehensive and balanced financial plan. This plan features the CIP budget based on the demands for services and the impact on the District’s financial status and future plans. The budget book is divided into the following sections. Overview This introductory section contains general information about the District such as: mission statement, vision, statement of values, District formation and service area, organizational structure, CIP budget process, CIP budget calendar, water and sewer rate comparison, economic outlook, and the District’s strategic planning process and key performance indicators. Capital Budget The Capital Budget section consists of an overview of the District’s CIPs, including how the Water Facilities Master Plan is used to modify the CIP each year based on the latest set of assumptions and criteria. Also included are highlights of the major CIP projects that are in planning, design, construction, or have been completed. Additionally, this section contains a review of the CIP reserve funds and funding sources, a six-year listing of CIP project expenditures, project justification, and impact on the Operating Budget, and the project schedules. CIP Projects This section contains the project sheet description and project sheets for each CIP project. These sheets are developed by the project manager and contain critical information for the management of these projects. The projects are divided into four categories: Expansion, Betterment, Replacement, and New Water Supply. Appendix The last section consists of the Water Meter Capacity Fee Schedule, a Glossary, List of Acronyms, and an Index. 22 Overview Mission Statement To provide exceptional water and wastewater service to its customers, and to manage District resources in a transparent and fiscally responsible manner. Vision To be a model water agency by providing stellar service, achieving measurable results, and continually improving operational practices. Statement of Values As Otay Water District employees we dedicate ourselves to: Customers: We take pride that our commitment to customer-centered service is our highest priority. Excellence: We strive to provide the highest quality and value in all that we do. Integrity: We commit ourselves to doing the right thing. Ethical behavior, trustworthiness, and accountability are the District’s foundation. Employees: We see each individual as unique and important. We value diversity and open communication to promote fairness, dignity, and respect. Teamwork: We promote mutual trust by sharing information, knowledge, and ideas to reach our common goals. Innovation: We constantly seek better, more efficient, and cost-effective ways to deliver our services. 23 Overview District Formation The Otay Water District was formed in 1956 by a small group of ranchers, farmers, and other property owners concerned about the declining quality and quantity of well water. The District was established to serve as a public water and sewer agency, authorized as a California special district under the provisions of the Municipal Water District Act of 1911. In 1957, developers in south Spring Valley created the La Presa County Water District to obtain water from the San Diego County Water Authority (CWA). The CWA is the wholesale water supplier of the member agencies in San Diego County. In the fall of 1969, Otay Water District and La Presa County Water District merged into the Otay Water District. Since then, the District has provided high quality water to a semi-arid region of southeastern San Diego County. In 1971, the District constructed a small collection and treatment plant for sewer in the northern section of the District, and in 1980 the District opened the Ralph W. Chapman Water Recycling Facility (RWCWRF). Recycled water from the RWCWRF is used to irrigate a golf course, schools, public parks, roadway landscapes, and various other approved uses in eastern Chula Vista. The RWCWRF is capable of recycling wastewater at a rate of 1.3 million gallons per day (1,200 acre-feet per year). The District is also in partnership with the City of San Diego to beneficially reuse an additional 2,697 acre-feet per year of recycled water for fiscal year 2025, and ultimately up to 5,900 acre-feet per year. The District continues to be the largest retail provider of recycled water in the County of San Diego. The District also owns and operates a wastewater collection system providing public sewer service to approximately 4,750 customer accounts within the Jamacha drainage basin. The sewer service area covers approximately 8,800 acres, which is about 11% of the District’s total service area. Residential customers comprise 97% of the sewer customer base. Service Area The District's boundaries encompass an area of approximately 125.3 square miles or 80,208 acres in San Diego County, lying immediately east of the City of San Diego metropolitan area and running from the City of El Cajon south to the international border, abutting the cities of El Cajon and La Mesa and encompassing most of the City of Chula Vista and a small portion of the City of San Diego. The District purchases 100% of its treated water. Regionally, about 72% is imported, which is a blend from the Colorado River and the California State Water Project. Twenty-eight percent of the District’s treated water comes from local supplies, including groundwater, local water storage within the county and from the Pacific Ocean via seawater desalination. The District purchases its treated water from the San Diego County Water Authority and receives a blend of treated water from the Metropolitan Water District of Southern California’s R.A. Skinner Treatment Plant, the San Diego County Water Authority’s Twin Oaks Valley Water Treatment Plant, the Carlsbad Desalination Plant, and the Helix Water District’s R.M. Levy Water Treatment Plant. 24 Overview Organizational Structure The District has a five-member Board of Directors that serve four-year, alternating terms on the Board. Each Director is elected by voters within their respective division boundaries to represent the public’s interest with regard to rates for service, taxes, policies, ordinances, and other matters related to the management and operation of the District. The Board generally meets in open public session on the first Wednesday of each month at 3:30 p.m. at the District headquarters located at 2554 Sweetwater Springs Boulevard, Spring Valley, California. Board meetings are live streamed online. Citizens and Customers Board of Directors General Manager (4) Safety and Security Administration Purchasing and Facilities Controller and Budgetary Services Treasury and Accounting Services Customer Service Meter Services Water System Operations Utility Maintenance/ Construction Water Resources, Planning, Design and Environmental Administrative Services (23) Human Resources Information Technology and Geographic Information System Finance (33) Strategic Planning Public Services and Field Services Engineering (29) Water Operations (57) Collection, Treatment, and Reclamation Operations District Secretary General Counsel Public Information Conservation 25 Overview Budget Process The District has integrated the Capital Improvement Program (CIP) Budget and the Operating Budget. These budgets are developed based on the District’s Water Facilities Master Plan, the Sewer System Management Plan, and Strategic Business Plan. New initiatives and programs are categorized into the Balanced Scorecard perspectives. Appropriate budget amounts are determined by using the historical data of operations and new growth, developers’ input, SANDAG projections, and economic outlook. To assure reliable and high-quality service to the growing customer base, the District has committed to a number of long-range strategies that drive the budgeting process. The strategies and assumptions used to develop the District’s six-year integrated budget are: An average projected long-term growth rate of 0.22%. Pass-through rate increases for costs imposed on the District by the wholesale water providers. Accurate projections of capital budget needs (including replacement needs). Reserve funding in accordance with the Reserve Policy to meet future growth demands and maintain financial stability. Funding of the Strategic Plan initiatives as categorized into the Balanced Scorecard perspectives. Avoid rate spikes by leveling rate increases over a six-year period. The Finance Department prepares the budget for the potable, recycled, and sewer systems. This is done using estimated changes in costs from the District’s wholesale water providers as well as estimated changes in sewer charges provided by the County and City of San Diego. Other significant factors in the budget development include estimated water volumes, water cost projections, debt Targets Debt Coverage Reserve Levels 26 Overview coverage for current and future debt issuances, reserve levels, projected growth in customer accounts, and weather. Additionally, all general revenue and expense budgets are calculated using trend analysis and any external factors that may affect these items. Personnel Budget The budgeting of salaries and benefits is performed in the position budgeting module of the Enterprise Resource Planning (ERP) system. This tool allows the District to budget for each authorized position and the associated benefits in an automated fashion. Departments submit requests for new positions, reclassifications, or advancements to the General Manager. Upon their approval, the Finance Department enters these changes, as well as negotiated pay increases and benefit rate changes, into the position budget system. Position budgeting calculates the salaries and benefits to be included in the District’s budget. Administrative and Materials and Maintenance Budget Administrative and Materials and Maintenance expenses are entered into the budget model of the ERP system by individual department requests. These requests are compared to last year’s budgeted and actual expenses to determine reasonableness by the Finance Department. All costs are justified and supported by explanations. Finance compiles the operating budget and submits it to the General Manager for review prior to presentation to the Board of Directors. Capital Improvement Plan (CIP) Budget The Engineering Department issues budget instructions for the CIP budget process. Each year, all existing CIP projects are reviewed and capital project costs are adjusted and/or closed as appropriate. This requires each project manager to review the year-to-date project expenses and then estimate costs to the end of the fiscal year. They also project future costs to complete the project. Adjustments to capital project expenses include scope changes and/or construction cost increases. District Chiefs discuss the cost-benefit of projects, evaluate the reasonableness of the project budget, current and alternate funding source(s) as well as the timing and/or priority of the project. All new CIP project requests and significant changes to existing projects are reviewed and approved by all District’s Chiefs and the General Manager. All CIP projects are entered into the CIP Budget application. The Engineering Department works closely with the Finance Department to finalize the six-year CIP Program Budget. Finance ensures that the District funding and reserve levels are maintained in accordance with the District’s policy. Engineering then compiles the six-year CIP Program Budget and submits it to the General Manager for review prior to presentation to the Board of Directors. Budget Control and Jurisdiction The District has a four-year Strategic Plan, and each year in the spring, the portion of the plan that pertains to the upcoming fiscal year is presented to the Board of Directors for review and direction. This is followed by a coordinated presentation of the budget by all departments, to the Board of Directors for their approval at the Board meeting in June. The review of the Strategic Plan and the adoption of the budget on an annual basis give the District its direction for the following fiscal year. During the year, each department receives monthly budget and actual cost reports that are essential 27 Overview to monitor and control costs. As events occur or conditions change, modifications to or deviations from the original budget may be necessary. The General Manager has the authority to transfer appropriations within the budget allocations or request that the Board of Directors increase the current budget. Once adopted, District staff allocate the annual budget amounts to months based on historical trends, the timing of anticipated activities, or a straight-lined approach. On a monthly basis, staff prepares an operating financial statement comparing year to date results to budget, which is included in the District’s monthly Board package. On a quarterly basis, staff prepares a comparison of actual to budgeted CIP expenditures, which is also reported to the District’s Board of Directors. The budget report is intended as a financial guide and may be modified by the Board of Directors during the fiscal year. All approved modifications to the budget are documented in the form of a staff report and noted in the Board meeting minutes. Due to the size of the District’s CIP, a separate budget book has been prepared outlining in detail the projects and expenditures required to ultimate build-out. A synopsis of the CIP may be found under the Capital Budget section of this report. As part of the integrated budget, capital purchases have been included within the CIP Budget. Budget Basis The District utilizes the accrual basis for budgeting which is the same as the basis of accounting used in the audited financial statements, recognizing revenues and expenses in the period in which they are earned and incurred, regardless of the timing of cash receipts and disbursements. The District reports its activities in enterprise funds, which is used to account for operations that are financed and operated in a manner similar to a private business enterprise and conforms to the guidelines of Generally Accepted Accounting Principles (GAAP). It is the intent of the District to recover the costs (including replacement cost of existing assets) of providing goods or services to the general public on a continuing basis, through financing or primarily through user charges. Fund Structure The District operates three major distinct business segments: potable water, recycled water, and sewer. Each business segment categorizes revenue and expenditure as a function of the Operating Budget, Capital Improvement Plan Budget, or Developer Deposits. Please refer to the District’s Reserve Policy, in the Operating and Capital Budget for FY 2024-2025, which provides the detailed flow of funds. Recycled Sewer Sewer Operating Budget Sewer CIP Budget Sewer Developer Deposits Recycled Operating Budget Recycled Developer Deposits Recycled CIP Budget Potable Potable Operating Budget Potable CIP Budget Potable Developer Deposits 28 Overview CIP Budget Calendar Each year, the Engineering Department prepares budget instructions for distribution to the departments. These instructions give direction and deadlines for each phase of the CIP budgeting process. The CIP Budget Process is explained on pages 26-28. December-January February-March April May-June 12/4/23 Budget instructions and workbook site for the operating and capital budget are made available on the District’s intranet 12/4/23 - 1/10/24 Departments begin CIP Budget Process which includes: Review existing FY 2024 CIP Projects Remove any CIPs that are complete or will not be budgeted in the CIP budget the next six years Estimate the total project-to-date expenditures through 6/30/24 for each CIP Adjust the annual amount for the remaining CIPs and include justifications for each year’s changes Develop CIP project cost and schedules Submit new CIP projects to Engineering for consideration 1/31/24 Finance initial review of CIP Budget with Engineering including year over year explanations 2/2/24 Chiefs to submit Capital Purchases and justifications 2/14/24 Engineering reviews all CIP budget requests with General Manager 2/28/24 CIP Budget finalized with Chiefs 3/6/24 CIP Budget finalized with Management Team 4/4/24 CIP Sheets finalized and sent to Finance to incorporate into rate model to determine proposed rates 4/17/24 Review assumptions and rates with Chiefs and General Manager 4/24/24 Special Board Meeting consisting of the Economic Outlook presented by external Economist and the Key Budget Assumption Workshop conducted by staff to discuss budget key figures and assumptions 5/14/24 Preliminary Budget provided to Management Team for review 5/20/24 FY 2025 Budget practice run 6/5/24 Budget Presentation at the regular Board Meeting – approval of the FY 2024- 2025 Operating and Capital Budget and FY 2025-2030 Capital Improvement Program Budget 29 Overview Demographics The City of Chula Vista is the second largest city in the San Diego metropolitan area and most of the City east of the I-805 freeway is within the District’s service area. The following reflects the demographics of the City of Chula Vista: Demographics Population – City of Chula Vista 277,333 Otay Water District population served (estimated) 240,290 Persons/Household 3.30 Ethnic/Racial makeup (City of Chula Vista) Hispanic 60.2% Non-Hispanic White 16.1% Asian 15.5% Black 5.2% Other 3.0% Median Age 36 Median Household Income $101,984 Percentage with 4-year degree or higher 31.2% Source: San Diego Association of Governments, Current Estimates and United States Census Bureau Service Area Assessed Valuation The District’s service area encompasses property with approximately $43.1 billion of assessed valuation. Properties are assessed at 100% of their full value less exemption from taxation under the law and homeowner’s exemptions. The District receives its portion of the 1% property tax according to Proposition 13 and AB8. With the very recent increases in the assessed valuation, the District will benefit by receiving its proportionate share of this increase. Six-Year Service Area Assessed Valuation $30.8 $32.6 $34.6 $36.2 $40.1 $43.1 $0 $10 $20 $30 $40 $50 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Bi l l i o n s 30 Overview Ten Principal Taxpayers – Fiscal Year 2025 Organization Assessed Percent Value to Total 1. Amazon.com Services, LLC $ 340,294,261 0.81% 2. Ryan Millenia Owner, LCC 228,707,676 0.54% 3. Rancho Investors, LP 178,866,782 0.42% 4. John Hancock Life Insurance Co USA 163,830,523 0.39% 5. Eastgroup Properties, LP 160,952,679 0.38% 6. Lipt Sanyo Avenue, LLC 159,732,000 0.38% 7. Corrections Corporation of America 158,518,511 0.38% 8. Chula Vista Apartments, LLC 136,968,735 0.32% 9. Otay Enrico Industrial, LLC 130,764,883 0.31% 10. GGP-Otay Ranch, LP 128,617,041 0.30% Total Top Ten Principal Taxpayers $ 1,787,253,091 4.23% Total Service Area Assessed Valuation $ 42,187,708,031 Source: County of San Diego Auditor and Controller Ten Largest Customers – Fiscal Year 2024 Customer Name Customer Type Annual Revenues % of Water Sales 1. City of Chula Vista Publicly Owned $ 5,707,119 5.4% 2. State of California Publicly Owned 3,164,569 3.0% 3. Sweetwater School District Publicly Owned 1,928,357 1.8% 4. County of San Diego Publicly Owned 1,873,916 1.8% 5. Chula Vista School District Commercial 1,293,268 1.2% 6. Calpine-Otay Mesa Energy Center Commercial 1,027,445 1.0% 7.Eastlake III Community Association Commercial 998,227 0.9% 8. Elite Athlete Services, LLC Commercial 830,521 0.8% 9. Eastlake Country Club Commercial 816,287 0.8% 10. Southwestern College Publicly Owned 596,328 0.6% Total Top Ten Customers $ 18,236,036 17.3% Total Water Sales $ 105,736,842 100.0% 31 Overview Water Rate Comparison, Agency Water Rates (1) The District strives to remain cost effective in its rate setting by controlling operating costs, yet passing through the full cost of supply. In June 2024, the District conducted a survey of the water rates of the water providers within San Diego County. The following chart shows that the District has the eleventh lowest water rate in the region. Projected Potable Water Ranking January 1, 2025 Based on 10 Units of water used and ¾” residential meter size *At the time of the survey in June 2024, the agency's FY 2025 rate was unavailable. An estimated increase was applied equal to the other districts’ average FY 2025 known rate increases. (1)Only 22 of the 24 agencies are surveyed. Camp Pendleton is not included in this survey due to being a Marine Corps Base. The City of National City is not included because their water is supplied by Sweetwater. 32 Overview Sewer Rate Comparison The District conducted a survey of the rates of the sewer providers within San Diego County. Sewer rates are billed at either a fixed or variable rate. The following chart shows the various sewer providers and the rate that is charged to the consumers. The District has the fourth lowest sewer rates in the County of San Diego. 159.54 93.89 89.85 88.54 85.13 83.68 79.75 77.04 75.23 74.57 72.65 65.50 64.92 63.36 63.25 62.61 60.34 60.19 58.63 56.24 54.31 53.80 52.85 51.73 48.31 48.18 43.08 41.37 $0 $20 $40 $60 $80 $100 $120 $140 $160 $180 28 27 26* 25 24* 23* 22 21 20 19 18* 17* 16 15 14 13* 12* 11 10* 9 8* 7 6 5* 4 3 2 1* Projected Sewer Bill Ranking January 1, 2025 Based on 9.4 Units of water used and ¾” residential meter size *At the time of the survey in July 2024, the member agency's FY 2025 rate was unavailable. An estimated increase was applied equal to the other districts’ average FY 2025 known rate increases. 33 Overview San Diego Rainfall San Diego received above average rainfall of 12.18 inches in Fiscal Year 2024. San Diego's average rainfall over 10 years is 10.66 inches; the 20-year average is 9.87 inches; the 30-year average is 9.48 inches; and the 40-year average is 9.93 inches. San Diego rainfall, while a contributing factor, is not the only controlling factor for our potable water supply shortage. The San Diego region imports 72% of its potable supply, so conditions elsewhere significantly affect the actual amount of water available to the District. In the event the amount of water supplied to the District is reduced, water sales revenues would decrease. Related water purchase expenses would also be reduced, mitigating the impact of the decrease in revenues. The amount of any supply reduction would dictate the magnitude of the District's response and type of reaction. Current Economic Conditions San Diego County Water Supply A safe, reliable water supply is crucial for the vitality of the San Diego region’s economy and quality of life of its residents. San Diego County imports approximately 72% of its water from the Colorado River and Northern California. Since these sources face legal and environmental constraints, the region has been making investments in the region’s water delivery and storage system and exploring other avenues to ensure an adequate water supply. This includes water recycling, water-use efficiency programs, water storage, groundwater desalination, and seawater desalination. Desalinated Water Supply In December 2015, the Claude “Bud” Lewis Carlsbad Desalination Plant began producing 9.03 10.82 12.97 3.40 12.62 16.65 4.93 6.83 17.12 12.18 0 2 4 6 8 10 12 14 16 18 20 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 In c h e s San Diego Rainfall Fiscal Years 2015 - 2024 Annual Rainfall 10 year average Source: Weather Underground 34 Overview approximately 50 million gallons of water per day to the CWA, enough to serve approximately 400,000 people, meeting more than 10% of the region’s demand. Since the production of desalinated water from the Carlsbad plant, the District’s customers have received a portion of this highly reliable, drought-proof water supply. The amount of desalinated water that the District’s customers receive fluctuates daily based on a variety of factors including the CWA’s potable water demands. Challenges The District’s operating and CIP budgets are affected by wholesale supplier costs, regulatory compliance requirements, endeavors related to the District’s strategic plan, and inflation. The FY 2025 impact of inflation on material and administrative expenses is approximately $486 thousand, while the inflationary impact to the CIP is estimated to be $5.4 million for the six-year projection. In addition, SDG&E rate increases are anticipated to raise the District’s FY 2025 energy costs by 18%, or approximately $773 thousand. This energy cost increase is primarily due to a nearly 20% SDG&E rate increase experienced in FY 2024, compared to the budgeted increase of 10%, and a projected increase of 7% in FY 2025. Furthermore, regulatory mandates are similarly adding pressure to both the operating and CIP budgets. Regulatory costs increased the FY 2025 material and administrative expense budgets by $800 thousand. The District partially mitigates inflationary impacts through increasing returns on investments and long-term contracts with pricing structures that are fixed for the duration of the contract or include pricing structures whereby annual price increases are for fixed dollar amounts that are less than CPI levels. The London Moeder Advisors’ economic report indicated that while the County’s economy would continue to expand in 2024, the pace was anticipated to be consistent with the prior year in key metrics including inflation, as supported by the March 2024 CPI data. For the FY 2025 six-year rate model, staff is assuming administrative and material inflation of 3.6% from FY 2025 through FY 2030. Economic Outlook At the start of each budget cycle, the District enters into a contract with an economist to complete an economic and demographic analysis of the national and local economy. The study also provides information on changes in population and residential and commercial development within the District service area. The following highlights the report: San Diego County’s economy has recovered from the pandemic downturn of early 2020 with current employment well above pre-pandemic levels. The unemployment rate increased since last November from 3.3% to 4.2% in November of 2023. This is between the National unemployment rate of 3.7% and the State unemployment rate of 4.9%. San Diego’s economy is expected to continue to outpace the State and National economies. San Diego County added 21,900 jobs between November 2022 and November 2023 – down from 37,500 the previous year. 2024 is expected to continue to achieve job growth similar to the last two years with additional job additions and stability in the unemployment rate in the County. 35 Overview Cottonwood Sewer Pump Station With the exception of Manufacturing and Professional and Business Services, all of the region’s sectors experienced year-over-year growth. Leading the way was Health Care and Social Assistance sector which increased by 5.3% or 10,700 jobs. San Diego County’s population has declined 1.8% since 2011. The cause is two-fold. The population’s natural increase (births over deaths) is declining while at the same time, more people are leaving the County (and State) than are entering. We expect this trend to continue. Housing construction is forecasted to average 8,000 to 10,000 units annually during each of the next five years, with as much as 20% of that growth in the District’s service area. Affordability will be a concern as mortgage rate volatility (when rates increase, the maximum amount that a buyer can borrow decreases) coupled with a supply constrained market will ultimately drive prices up, but at slower rates than in recent years. As much as 90% of the new housing in the District’s service area will be attached, both for- sale and rental. The preponderance of attached housing (combined with mandated conservation efforts) will inevitably result in substantially less water usage per household. Commercial development in the District’s service area is expected to decline as the industrial space under construction has dropped to just over one million square feet compared to more than two million square feet last year. The Future Capital Improvement Program The District provides water and sewer service to a population of over 240,000 customers, including residential, business, government, industrial, and agricultural water users across urban, suburban, and rural areas. The District’s service area population is projected to grow by 13% to 271,531 residents by 2055. To ensure a reliable water supply and sewer system for the future including sustaining the current infrastructure, the District has developed several future planning documents, which provide a guide to defining the District’s proposed projects. These planning documents include: the District’s 2015 Water Facilities Master Plan Update, Wastewater Management Plan, 2020 Urban Water Management Plan, 2015 Integrated Water Resources Plan, and 2023-2026 Strategic Plan. The major projects planned for delivery over the next six fiscal years include: Pipeline Replacement Projects (10 Total): Replacement of approximately 10 locations of potable/recycled pipeline. 36 Overview Reservoir Construction or Rehabilitation: Construction of one new reservoir and rehabilitation of two other reservoirs, including the replacements of liner and floating cover. Meter Replacement: The meter replacement program is an upgrade of all our existing meters to Advanced Metering Infrastructure (AMI) meters. This includes the replacement of about 35,000 potable and 400 recycled meters over the six year period. Pump Station Replacement and Rehabilitation: Over the six year period, six pump stations will require upgrades and replacements of critical equipment. Vehicles: Purchase of 43 vehicles for use in District operations. Reservoir Coatings: The District schedules replacement coatings of steel reservoirs to prolong the lifespan of the infrastructure. Specialized inspections are done regularly to ensure the highest priority reservoirs are coated. The six year CIP includes coating of 12 reservoirs. Valve Replacement: Through the District’s Asset Management Program, information is collected and analyzed to prioritize valve replacement. The valve replacement program estimates replacement of more than 400 valves over the six year period. RWCWRF Treatment: The RWCWRF projects include upgrading to ultraviolet (UV) disinfection, and improvements and replacements of tertiary troughs, backwash supply pumps, blowers, grit chambers, rotary screen replacements, and stormwater pond improvements. Future Development Using the economist’s report, the District’s engineering staff projects that over the next six years, the District will sell another 906 meters which translates to 3,209 equivalent dwelling units (EDUs). Residential Construction The following table summarizes the projected new units for sale and new units for rent from Fiscal Year 2024 through Fiscal Year 2030. The average annual total residential units are projected to be 1,412. The consensus among developers is that future attached projects, including multifamily rentals, will choose to outfit projects with master water meters and submeters for each unit. Projected Meter Sales in Equivalent Dwelling Unit (EDUs) 70 6 47 8 47 5 48 4 55 3 51 4 0 200 400 600 800 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 37 Overview Source: London Moeder Advisors Economic Report, February 2024 Commercial Construction Commercial construction in the District area will be largely industrial with over one million square feet under construction and expected to deliver in the first half of 2024. Office development is expected to be significant with the first phase of the Millenia office complex underway. Three hotel projects are in the pipeline. One is under construction and is expected to be delivered in early 2024. Another one is expected to start construction in late 2024. A third hotel project is expected to start construction in early 2025. Commercial Pipeline Anticipated Delivery Year Industrial Office Retail (Storefront) Retail (Strip Center) Total Hotel 2024 1,072,237 SF 1,072,237 SF 179 Rooms 2025 168,000 SF 168,000 SF 2026 72,000 SF 72,000 SF Unknown 2,527,593 SF 862,200 SF 88,725 SF 3,478,518 SF 260 Rooms Total 3,599,830 SF 1,030,200 SF 72,000 SF 88,725 SF 4,790,755 SF 439 Rooms Source: London Moeder Advisors Economic Report, February 2024 Of the 3,478,518 square feet of development with unknown delivery dates, half should start construction in 2024. This includes 994,142 square feet in the first phase of the Otay Business Park and 60,000 square feet of retail strip center in three different projects. Commercial Pipeline Anticipated Construction Start (Unknown Delivery) Year Industrial Office Retail (Storefront) Retail (Strip Center) Total 2024 1,718,872 SF 88,725 SF 1,877,597 SF Unknown 738,721 SF 862,200 SF 1,600,921 SF Total 2,527,593 SF 862,200 SF 88,725 SF 3,478,518 SF Source: London Moeder Advisors Economic Report, February 2024 Projected New Residential Construction (Otay Water District Service Area) FY 2024 through FY 2030 2024 2025 2026 2027 2028 2029 2030 Total Avg. Annual Attached (For Sale) 109 247 337 571 598 470 440 2,772 396 Attached (Unknown) 0 0 0 0 29 591 697 1,317 188 Detached 106 179 57 60 60 60 60 582 83 Multifamily (incl. Affordable) 986 942 735 503 609 718 718 5,211 744 Total 1,201 1,368 1,129 1,134 1,296 1,839 1,915 9,882 1,412 % Multifamily (incl. Unkn Att) 82.1% 68.9% 65.1% 44.4% 49.2% 71.2% 73.9% 66.1% 38 Overview Strategic Planning Process Otay Water District’s Strategic Plan (Plan) acts as the roadmap for defining the organization’s operational objectives and directing the activities of District staff. This plan iteration emerged from sessions to explore current and future opportunities and challenges, leveraging SWOT analysis as the framework. This approach allowed the organization to step back from daily activities and focus on ways to achieve the District’s mission: “To provide exceptional water and wastewater service to its customers, and to manage District resources in a transparent and fiscally responsible manner.” As we enter the third year of our four-year plan, our commitment to a comprehensive and balanced approach is unwavering. Using the Balanced Scorecard methodology, this approach, grounded in prudent financial management and operational excellence, translates the District’s strategic objectives into performance indicators across the four essential perspectives: Financial, Customer, Internal Business Processes, and Learning and Growth. These perspectives are the foundation of our strategic planning efforts, as detailed below: Customer: Enhance customer satisfaction and build greater trust Financial: Demonstrate excellence in financial stewardship and accountability Internal Business Process: Optimize and advance internal process excellence and organizational performance Learning and Growth: Foster a foundation focused on people, safety, and environmental awareness within our organization As we progress into the third year of our plan, our focus is clear. We are committed to strengthening our financial analysis for long-term benefits, improving our cybersecurity measures, facilitating knowledge transfer, and optimizing our asset management program. These goals, along with many others, are detailed in project charters and aligned with specific performance metrics for each objective, supporting our mission to provide this essential resource to the communities we serve. The following pages contain details of the District’s perspectives, goals, key performance indicators, measurement methods, and targets for each department. (1)A detailed discussion of the Strategic Plan process is found on page 15 of the District's Strategic Plan. 39 Key Performance Indicators: General Manager Performance Indicator Definition Measurement Method Target Customer Opinion Survey To provide information to the District about customers’ perceptions, opinions, and satisfaction as they relate to the District and its services. Multiple recruiting methods (email and telephone) and multiple data collection methods (telephone and online) 85% or greater satisfaction FY 2023 (1)FY 2024 FY 2025 (2) Target 85%N/A N/A Actual 85% N/A N/A (1)FY 2023 is the first year for this key performance indicator (2)Key performance indicator is measured biennially to triennially Overview Cu s t o m e r Goal Enhance customer and community engagement to increase public awareness of the water industry and the District, while continuing to provide superior customer service. 40 Key Performance Indicators: Administrative Services Performance Indicator Definition Measurement Method Target Business Recovery Exercises Exercises focused on recovering data, restoring essential business applications, and continuing operations following an unplanned network outage. Number of business recovery exercises completed annually 2 exercises completed annually FY 2023 (1)FY 2024 FY 2025 Target 2 2 2 Actual 2 2 2 (2) Performance Indicator Definition Measurement Method Target Vulnerability Assessment Assessments designed to identify and classify security vulnerabilities. Its purpose is to reduce the possibility of unauthorized access to sensitive systems and data. Number of vulnerability assessments completed annually 2 assessments completed annually FY 2023 (1)FY 2024 FY 2025 Target 2 2 2 Actual 2 2 2 (2) Performance Indicator Definition Measurement Method Target Injury Incident Rate(3)(4) Measures the rate of work-related injuries and illnesses. (Number of recordable injuries/illnesses x 200,000 average hours worked)/total hours employees worked No more than 4.1 incidents per 200,000 hours worked annually FY 2023 FY 2024 FY 2025 Target 4.1 4.1 4.1 Actual 4.1 3.3 3.7 (2) (1)FY 2023 is the first year for this key performance indicator (2) FY 2025 projected performance indicator (3)Key performance indicator is based on calendar year and results are available in the 4th quarter of the following fiscal year (4) Key performance indicator utilizes AWWA Benchmark In t e r n a l B u s i n e s s P r o c e s s Goal Practice ongoing infrastructure renewal and organizational improvement through planning and increased operational efficiency. Overview In t e r n a l B u s i n e s s P r o c e s s Goal Practice ongoing infrastructure renewal and organizational improvement through planning and increased operational efficiency. Goal In t e r n a l B u s i n e s s P r o c e s s Practice ongoing infrastructure renewal and organizational improvement through planning and increased operational efficiency. 41 Key Performance Indicators: Administrative Services (continued) Performance Indicator Definition Measurement Method Target Employee Turnover Rate Measures the number of voluntary departures, excluding retirements. Number of voluntary resignations (not including retirements) /Average number of employees Less than 5% turnover annually FY 2023 FY 2024 FY 2025 Target 5%5%5% Actual 6%9% 4.5% (1) Performance Indicator Definition Measurement Method Target Training Hours per Employee (2) Measures the quantity of general and management formal training employees are completing (excludes safety training). Total qualified training hours for all employees/ Average number of full time employees (FTE) 15.6 hours or more per employee annually FY 2023 FY 2024 FY 2025 Target 15.6 15.6 15.6 Actual 24.9 26.6 26 (1) Performance Indicator Definition Measurement Method Target Safety Training Program Measures the quantity of safety training for field operational employees. Number of safety training hours/ Number of field employees (includes mandated training) 24 hours or more per field employee annually FY 2023 FY 2024 FY 2025 Target 24.0 24.0 24.0 Actual 42.3 48.6 45 (1) (1) FY 2025 projected performance indicator (2)Key performance indicator utilizes AWWA Benchmark Goal Foster a workforce culture of employee development and innovation. In t e r n a l B u s i n e s s P r o c e s s Goal Foster a workforce culture of employee development and innovation. Le a r n i n g a n d G r o w t h Goal Foster a workforce culture of employee development and innovation. Overview Le a r n i n g a n d G r o w t h 42 Key Performance Indicators: Finance Performance Indicator Definition Measurement Method Target Answer Rate Measures the percentage of calls answered out of total calls received. Number of all calls answered/Number of all calls received No less than 97% answer rate annually FY 2023 FY 2024 FY 2025 Target 97.0%97.0%97.0% Actual 98.7%98.5% 98.6% (1) Performance Indicator Definition Measurement Method Target Billing Accuracy Percentage of bills issued without error as a percentage of total statements issued. Number of correct bills/Number of total bills No less than 99.8% accuracy rate annually FY 2023 FY 2024 FY 2025 Target 99.8%99.8%99.8% Actual 99.99%99.87% 99.93% (1) Performance Indicator Definition Measurement Method Target Sewer Rate Ranking District's average customer sewer bill compared to other San Diego County agencies. Otay percentage ranking or the average bill for sewer among regional agencies Bottom 50th percentile for the 28 sewer service providers in San Diego annually FY 2023 FY 2024 FY 2025 Target 14 14 14 Actual 5 4 4 (1) (1)FY 2025 projected performance indicator Goal Enhance customer and community engagement to increase public awareness of the water industry and the District, while continuing to provide superior customer service. Operate the District in a financially sustainable and transparent manner while maintaining a fair rate structure. Overview Goal Cu s t o m e r Fin a n c i a l Operate the District in a financially sustainable and transparent manner while maintaining a fair rate structure. Fi n a n c i a l Goal 43 Key Performance Indicators: Finance (continued) Performance Indicator Definition Measurement Method Target Water Rate Ranking District's average customer water bill compared to other San Diego County agencies. Otay percentage ranking among regional agencies Bottom 50th percentile for the 22 agencies in San Diego annually FY 2023 FY 2024 FY 2025 Target 11 11 11 Actual 5 9 11 (1) Performance Indicator Definition Measurement Method Target Water Debt Coverage Ratio Measures the level of debt service to the net revenues available to pay debt service, excluding growth revenues and non- cash transactions (GASB 68 adjustment). Qualified net operating revenues/Debt service requirements 150% excluding growth revenue annually FY 2023 FY 2024 FY 2025 Target 150%150%150% Actual 219%133% 175% (1) Performance Indicator Definition Measurement Method Target Sewer Debt Coverage Ratio Measures level of sewer debt service to the net revenues available to pay debt service. Qualified net operating revenue/Debt Service requirements 150% excluding growth revenue annually FY 2023 FY 2024 FY 2025 Target 150%150%150% Actual 603%797% 557% (1) (1)FY 2025 projected performance indicator Goal Operate the District in a financially sustainable and transparent manner while maintaining a fair rate structure. Goal Operate the District in a financially sustainable and transparent manner while maintaining a fair rate structure. Goal Operate the District in a financially sustainable and transparent manner while maintaining a fair rate structure. Fi n a n c i a l Fin a n c i a l Fi n a n c i a l Overview 44 Key Performance Indicators: Finance (continued) Performance Indicator Definition Measurement Method Target Reserve Level All reserve levels in the District measured to a predetermined plan developed during the initial budget process Number of reserve funds that meet or exceed fund target levels/Total number of reserve funds No less than 83% annually FY 2023 FY 2024 FY 2025 Target 85%85%83% Actual 85%83% 83% (1) Performance Indicator Definition Measurement Method Target Accounts per Full- Time Employee (FTE) Measures the number of active accounts per full-time employee. The greater the number of accounts per employee, the more efficient technology and staff are utilized. Potable + Recycled + Sewer Accounts/ Number of full-time employees 395 accounts per FTE annually FY 2023 FY 2024 FY 2025 Target 399 398 395 Actual 423 442 432 (1) Performance Indicator Definition Measurement Method Target Distribution System Loss Percentage of unaccounted potable and recycled water 100 [Volume purchased–(volume sold + volume used)/Volume purchased] Less than 5% annually FY 2023 FY 2024 FY 2025 Target 5.0%5.0%5.0% Actual 3.5%3.3% 3.5% (1) (1)FY 2025 projected performance indicator Fi n a n c i a l Goal Overview Fin a n c i a l Goal Operate the District in a financially sustainable and transparent manner while maintaining a fair rate structure. Operate the District in a financially sustainable and transparent manner while maintaining a fair rate structure. Goal Operate the District in a financially sustainable and transparent manner while maintaining a fair rate structure.Fi n a n c i a l 45 Key Performance Indicators: Water Operations Performance Indicator Definition Measurement Method Target Technical Quality Complaint (1) Measures the complaint rate related to core utility services. It is expressed as complaints per 1,000 customer accounts. 1,000 (Number of technical quality complaints)]/ Number of active customer accounts per reporting period No more than 4.6 complaints per 1,000 customer accounts annually FY 2023 FY 2024 FY 2025 Target 4.6 4.6 4.6 Actual 1.0 0.8 1.0 (2) Performance Indicator Definition Measurement Method Target Potable Water Compliance Rate (1) Quantifies the percentage of time each year that the District meets all health related drinking water standards in U.S. National Primary Drinking Water Regulations. All primary health regulations are met 100% of all health regulations met annually FY 2023 FY 2024 FY 2025 Target 100%100%100% Actual 100%100% 100% (2) Performance Indicator Definition Measurement Method Target Planned Potable Water Maintenance Ratio in $ Compares how effectively the District is investing in planned maintenance for Potable Water. Total planned maintenance cost/Total maintenance cost 70% of labor dollars spent on preventative maintenance annually FY 2023 FY 2024 FY 2025 Target 70%70%70% Actual 76%72% 74% (2) (1)Key performance indicator utilizes AWWA benchmark (2)FY 2025 projected performance indicator Overview Cu s t o m e r Goal Enhance customer and community engagement to increase public awareness of the water industry and the District, while continuing to provide superior customer service. Cu s t o m e r Goal Enhance customer and community engagement to increase public awareness of the water industry and the District, while continuing to provide superior customer service. Fi n a n c i a l Goal Operate the District in a financially sustainable and transparent manner while maintaining a fair rate structure. 46 Key Performance Indicators: Water Operations (continued) Performance Indicator Definition Measurement Method Target Planned Recycled Maintenance Ratio in $ Compares how effectively the District is investing in planned maintenance for Recycled Water. Total planned maintenance cost/Total maintenance cost 70% of labor dollars spent on preventative maintenance annually FY 2023 FY 2024 FY 2025 Target 70%70%70% Actual 90%93% 91% (1) Performance Indicator Definition Measurement Method Target Planned Wastewater Maintenance Ratio in $ Compares how effectively the District is investing in planned maintenance for Wastewater. Total planned maintenance cost/Total maintenance cost 80% of labor dollars spent on preventative maintenance annually FY 2023 FY 2024 FY 2025 Target 80%80%80% Actual 92%92% 92% (1) Performance Indicator Definition Measurement Method Target Direct Cost of Treatment per MGD Measures the direct cost of wastewater treatment and excludes staff overhead and fringe benefits but includes salaries. The costs of solid waste disposal are not included. Total O&M costs directly attributable to sewer treatment/ Total volume (in MGD) No more than $1,464 per MG spent on wastewater treatment annually FY 2023 FY 2024 FY 2025 Target $1,315 $1,464 $1,464 Actual $1,049.67 $1,101.51 $1,075 (1) (1)FY 2025 projected performance indicator Goal Fi n a n c i a l Fin a n c i a l Goal Operate the District in a financially sustainable and transparent manner while maintaining a fair rate structure. Operate the District in a financially sustainable and transparent manner while maintaining a fair rate structure. Overview Fin a n c i a l Goal Operate the District in a financially sustainable and transparent manner while maintaining a fair rate structure. 47 Key Performance Indicators: Water Operations (continued) Performance Indicator Definition Measurement Method Target System Valve Exercising Program Quantifies the number of system valves exercised in the distribution system. Number of valves exercised/ Total number of District valves 20% of District valves exercised annually (4092 valves) to accomplish 100% every 5 years FY 2023 FY 2024 FY 2025 Target 20%20%20% Actual 21%21% 20% (2) Performance Indicator Definition Measurement Method Target Potable Water Distribution System Integrity (Leaks) (3) Measures the condition of the potable water distribution system expressed as the total annual number of leaks per 100 miles of distribution piping. (Total number of leaks x 100)/ Total miles of distribution system piping No more than 2.5 leaks per 100 miles of distribution piping annually FY 2023 (1)FY 2024 FY 2025 Target 2.5 2.5 2.5 Actual 0.3 0.6 0.4 (2) Performance Indicator Definition Measurement Method Target Potable Water Distribution System Integrity (Breaks) (3) Measures the condition of the potable water distribution system expressed as the total annual number of breaks per 100 miles of distribution piping. (Total number of breaks x 100)/ Total miles of distribution system piping No more than 3 breaks per 100 miles of distribution piping annually FY 2023 (1)FY 2024 FY 2025 Target 3 3 3 Actual 0.41 0.42 0.41 (2) (1)FY 2023 is the first year for this key performance indicator (2) FY 2025 projected performance indicator (3)Key performance indicator utilizes AWWA Benchmark In t e r n a l B u s i n e s s P r o c e s s Goal Practice ongoing infrastructure renewal and organizational improvement through planning and increased operational efficiency. In t e r n a l B u s i n e s s P r o c e s s Goal Practice ongoing infrastructure renewal and organizational improvement through planning and increased operational efficiency. Overview In t e r n a l B u s i n e s s P r o c e s s Goal Practice ongoing infrastructure renewal and organizational improvement through planning and increased operational efficiency. 48 Key Performance Indicators: Water Operations (continued) Performance Indicator Definition Measurement Method Target Recycled Water System Integrity (Leaks) Measures the condition of the recycled water distribution system expressed as the total annual number of leaks per 100 miles of distribution piping. (Total number of leaks x 100)/ Total miles of recycled distribution system piping No more than 2.5 leaks per 100 miles of recycled distribution system annually FY 2023 (1)FY 2024 FY 2025 Target 2.5 2.5 2.5 Actual 0 0 0 (2) Performance Indicator Definition Measurement Method Target Recycled Water System Integrity (Breaks) Measures the condition of the recycled water distribution system expressed as the total annual number of breaks per 100 miles of distribution piping. (Total number of breaks x 100)/ Total miles of recycled distribution system piping No more than 3 breaks per 100 miles of recycled distribution system annually FY 2023 (1)FY 2024 FY 2025 Target 3 3 3 Actual 0 0 0 (2) Performance Indicator Definition Measurement Method Target Sewer Overflow Rate (3) Measures the wastewater collection system pipeline condition and the effectiveness of planned maintenance. [100 (Collection system failure)]/ Total miles of collection system piping 0 overflow rate annually FY 2023 FY 2024 FY 2025 Target 0 0 0 Actual 1.14 0 0 (2) (1)FY 2023 is the first year for this key performance indicator (2)FY 2025 projected performance indicator (3)Key performance indicator utilizes AWWA benchmark Overview In t e r n a l B u s i n e s s P r o c e s s Goal Practice ongoing infrastructure renewal and organizational improvement through planning and increased operational efficiency. In t e r n a l B u s i n e s s P r o c e s s Goal Practice ongoing infrastructure renewal and organizational improvement through planning and increased operational efficiency. In t e r n a l B u s i n e s s P r o c e s s Goal Practice ongoing infrastructure renewal and organizational improvement through planning and increased operational efficiency. 49 Key Performance Indicators: Water Operations (continued) Performance Indicator Definition Measurement Method Target Potable Tank Inspection and Cleaning This provision ensures that the District adheres to the American Water Works Association (AWWA) recommendation and guidelines of a tank cleaning program that cleans all tanks and reservoirs every five years. Number of tanks cleaned and inspected annually 8 potable water storage tanks and/or reservoirs cleaned annually FY 2023 FY 2024 FY 2025 Target 8 8 8 Actual 7 6 8 (1) Performance Indicator Definition Measurement Method Target Hydrant Maintenance Program Evaluates the condition and maintenance of hydrants to ensure that they are readily accessible, completely functional, and leak-free. Number of hydrants maintained/ Total number of hydrants 20% of District hydrants maintained annually (1220 hydrants) to accomplish 100% every 5 years FY 2023 (2)FY 2024 FY 2025 Target 20%20%20% Actual 22%20% 20% (1) (1)FY 2025 projected performance indicator (2)FY 2023 is the first year for this key performance indicator Practice ongoing infrastructure renewal and organizational improvement through planning and increased operational efficiency. In t e r n a l B u s i n e s s P r o c e s s Goal Practice ongoing infrastructure renewal and organizational improvement through planning and increased operational efficiency. Overview In t e r n a l B u s i n e s s P r o c e s s Goal 50 Key Performance Indicators: Engineering Performance Indicator Definition Measurement Method Target CIP Project Expenditures vs. Budget Compares CIP expenditures vs. Budget Actual quarterly expenditures/ Annual budget Greater than or equal to 95% of budget annually FY 2023 FY 2024 FY 2025 Target 95%95%95% Actual 94%42% 95% (1) Performance Indicator Definition Measurement Method Target Construction Change Order Incidence Measures rate of Change Orders for CIP projects under Construction. Total cost of change orders (not including allowances)/Total original construction contract amount (not including allowances) No more than 5% change order rate annually FY 2023 FY 2024 FY 2025 Target 5.0%5.0%5.0% Actual 0.50%-0.40% 1% (1) Performance Indicator Definition Measurement Method Target Mark-out Accuracy The percentage of mark-outs performed without an at-fault hit; defined as damage to a District facility that results from a missing or erroneous mark- out. Number of mark-outs performed without an at-fault hit/Total number of mark-outs performed 100% of mark-outs performed without an at fault hit annually FY 2023 FY 2024 FY 2025 Target 100%100%100% Actual 99%100% 100% (1) (1)FY 2025 projected performance indicator In t e r n a l B u s i n e s s P r o c e s s Goal Practice ongoing infrastructure renewal and organizational improvement through planning and increased operational efficiency. Overview Fin a n c i a l Goal Operate the District in a financially sustainable and transparent manner while maintaining a fair rate structure. Fi n a n c i a l Goal Operate the District in a financially sustainable and transparent manner while maintaining a fair rate structure. 51 Key Performance Indicators: Engineering (continued) Performance Indicator Definition Measurement Method Target Easement Desktop Evaluation and Field Inspection Inspection of District easements to ensure that no unauthorized encroachments exist. Number of Actual Easements Evaluated and Inspected/Total Number of Easements 100% of easements evaluated and inspected annually FY 2023 FY 2024 FY 2025 Target 100%100%100% Actual 106%100% 100% (1) (1)FY 2025 projected performance indicator In t e r n a l B u s i n e s s P r o c e s s Goal Overview Practice ongoing infrastructure renewal and organizational improvement through planning and increased operational efficiency. 52 This page intentionally left blank 53 Capital Budget The District provides water service to a population of over 240,000, which is expected to ultimately increase to 271,531 by the year 2055. This growth, as well as the maintenance of existing assets, requires a long-term capital planning process. The process is dynamic, due to evolving needs of the community, water supply issues, and changing regulations. As such, capital planning is part of the District’s overall strategic planning process. The capital planning process involves identifying current and future needs and prioritizing them based on certain operating assumptions. The primary objective of this planning effort is to support an orderly and efficient program of expansion, new water supply, replacement, and betterment, while maintaining a stable long-range financial plan. To accommodate growth requires that the District invest approximately $529 million in capital assets through ultimate build-out. The Fiscal Year 2025 Capital Budget is $16.0 million and the six-year Capital Improvement Program (CIP) totals $170.7 million. The CIP is consistent with the District's Water Facilities Master Plan, Sewer System Master Plan, current capacity fees, and the District's strategic financial objectives. This CIP Budget document contains the descriptions, justifications, expenditures, and funding for all the identified projects for the next six years. The District’s Capital Improvement Program (CIP) The planning, design, and construction costs of all capital facilities within the three business segments (potable water, recycled water, and sewer) are allocated to four cost types and corresponding fund categories: Expansion, Betterment, Replacement, and/or New Water Supply. The allocation to these four cost types is defined in the District’s Capital Improvement Program (CIP) and is determined by an engineering analysis that identifies which type of customer will benefit from each facility, planned or existing. The costs of the capital improvements are borne by either existing users or by the developing areas, or by a combination of the two, as applicable. Alternative funding sources are not identified until they have been secured. Any secured alternative funding sources will be noted in the project schedule. The following are general descriptions of the four fund categories: Expansion Facilities required to support new or future users are funded from capacity fees or user rates. Betterment Facilities required because of inadequate capacity or new requirements that benefit existing users are funded from availability, betterment fees, or rates. Replacement Facilities required to renew or replace existing facilities that have deteriorated or have exceeded their useful life are funded from user rates. New Water Supply Facilities required to support new sources of water are funded from new supply fees or user rates. As of November 4, 2020, the collection of the new water supply fee was discontinued. The new water supply fund will remain until the funds collected from the new water supply fees have been fully depleted. 54 Capital Budget Assumptions and Criteria As a component of the annual budget development process, the Engineering staff update the CIP budget using the following process: CIP projects are selected based on the Water Facilities Master Plan (WFMP), the Urban Water Management Plan (UWMP), Sub Area Master Plans (SAMP), Integrated Water Resources Plan (IRP), Wastewater Management Plan (WWMP), the Cathodic Protection Plan, the District’s Strategic Plan, and other focused or specific planning documents and reports to manage growth, maintenance, and the life extension of assets. The CIP goes through an iterative process to meet the criteria of growth, service levels, supply targets, and system reliability. CIP target expenditures for the next six (6) years are refined and used in the rate model. The following general criteria are used to determine the reasonableness of a project before it is considered for inclusion within the CIP budget: Safety and existing facility conditions Operating system conditions and energy improvements Water and sewer system deficiencies Regulatory and permitting requirements Developer driven requirements Economic outlook Growth projections Water supply diversification goals Board and management directives CIP Justification and Impact on Operating Budget The justification for each project is determined by whether it is required due to growth (Expansion), new water sources (New Supply), improvements or upgrades (Betterment), or to replace an existing asset (Replacement). As these projects are completed and placed into service, there may be an impact on the Operating Budget by increasing costs in the areas of maintenance, energy, or chemicals as shown on the justification and impact pages in this section. New CIP projects and projects with material changes are subject to a formal approval process, whereby the projects are reviewed and approved by each department and a senior management panel. At each level of review, projects may be dropped or returned for more information. Once a project has been approved by the department and senior management panel, the project is forwarded to the General Manager (GM) for approval. Once approved by the GM, projects are added to the CIP budget. The Engineering Department evaluates the District’s recent construction and bidding data and adjusts costs for individual CIP projects as appropriate. Projects are reprioritized based on the District’s planning documents and to control spending to stabilize water and sewer rates. 55 Capital Budget Other factors that influence the construction climate are: Shortage of skilled and unskilled labor Regional competition for contracting resources Materials cost escalation due to demand and material shortages To mitigate the factors that influence the construction climate, Engineering staff utilize value engineering, which involves reviewing new and existing projects during the design phase to reduce costs and while maintaining the quality, value, and/or functionality of the capital project. Staff also identifies projects that can be grouped together to attract bidders, utilizes pre-purchasing of materials, and adds no-cost time extensions into specs as further mitigation strategies. Capital Purchases and Facilities All capital expenditures are in the CIP. This includes capital facilities and capital purchases. Capital purchases are non-recurring capital expenditures for assets that cost more than $10,000 each and have an estimated useful life of two years or more. The capital purchase projects include vehicles, office equipment, furniture, and field equipment purchases. Capital facility projects are items that exceed $10,000 or $20,000 for infrastructure related items (as defined under capital equipment on page 369 of the Glossary) and have a useful life of at least two years and the cost is based on current costs. 56 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 Total Beginning Balance 84,314$ 77,472$ 82,276$ 85,438$ 103,335$ 84,846$ 84,314$ Sources Capacity Fees 10,005 7,052 7,254 7,626 11,901 8,654 52,492 Debt financing - 30,250 3,000 43,250 - 10,100 86,600 Interest 3,173 1,557 1,122 1,871 1,861 1,538 11,122 Availability (Betterment Portion)844 875 906 939 972 1,007 5,543 COPS 2010B Reimbursement 783 759 731 698 663 625 4,259 Transfer from (to) General Fund 5,830 8,505 39,209 17,127 17,986 20,289 108,946 Interfund Transfers 179 179 167 156 156 156 993 Total Sources 20,814 49,177 52,389 71,667 33,539 42,369 269,955 Uses CIP Projects (1)16,004 32,720 36,189 41,008 37,261 27,132 190,314 Debt Service 8,819 8,806 10,162 9,857 11,833 12,537 62,014 Developer Services 2,833 2,847 2,876 2,905 2,934 2,963 17,358 Total Uses 27,656 44,373 49,227 53,770 52,028 42,632 269,686 Net Sources (Uses)(6,842) 4,804 3,162 17,897 (18,489) (263) 269 Ending Balance 77,472$ 82,276$ 85,438$ 103,335$ 84,846$ 84,583$ 84,583$ (1)The CIP projects incorporate an average annual inflationary rate of 4.3% from FY 2026 to FY 2030. CIP Reserve Funds ($1,000) The CIP Reserve Funds presentation,shown on the following pages,is designed to provide an understanding of how the funding of CIPs is expected to financially influence the District over the next six years.   The financial impacts are based on CIPs and their funding sources, including fund transfers in accordance with the District’s Reserve Policy, and planned debt issuances.  This data is captured in the District’s Rate Model on an annual basis in order to make these projections.  $0 $10 $20 $30 $40 $50 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 CIP Reserve Fund Balances ($1,000) Betterment Replacement Expansion New Supply 57 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 Total Source Expansion 684$ 2,183$ 2,943$ 3,865$ 3,141$ 871$ 13,687$ Betterment 2,999 5,958 6,765 6,761 6,421 4,031 32,935 Replacement 12,321 23,320 23,672 25,656 21,985 17,079 124,033 Total 16,004$ 31,461$ 33,380$ 36,282$ 31,547$ 21,981$ 170,655$ FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 Total Fund Potable 10,471$ 25,649$ 26,730$ 28,853$ 25,013$ 18,176$ 134,892$ Recycled 4,248 4,235 3,169 4,903 4,289 2,175 23,019 Sewer 1,285 1,577 3,481 2,526 2,245 1,630 12,744 Total 16,004$ 31,461$ 33,380$ 36,282$ 31,547$ 21,981$ 170,655$ CIP Funding Source CIP by Fund Six-Year CIP Projects Summary by Source ($1,000s) Six-Year CIP Projects Summary by Fund ($1,000s) $- $10 $20 $30 $40 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 Six-Year CIP Projects by Funding Source, in Thousands ($) Expansion Betterment Replacement $- $10 $20 $30 $40 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 Six-Year CIP Projects by Fund, in Thousands ($) Potable Recycled Sewer 58 Expansion CIP No.CIP Project Title FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 Total P2058 (1)PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road to Highway 94 $ 64 $ 155 $ 248 $ 186 $ 101 $ 62 $ 815 P2171 (1)PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way to Melody Road 70 155 310 234 155 155 1,079 P2195 (2)PL - 24 - Inch, 640 Zone, Campo Road - Regulatory Site/Millar Ranch 16 16 31 62 62 62 248 P2196 (2)PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump Station 16 16 31 62 62 62 248 P2228 (1)Res - 870-2 Reservoir 3.4 MG 310 1,550 1,240 674 496 155 4,425 P2451 (2)Otay Mesa Desalination Conveyance and Disinfection System 2 2 2 2 31 31 68 P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way 101 100 100 35 - - 336 P2596 PL – 16-inch, 624 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon 1 1 2 396 500 - 900 P2598 PL-16-Inch, 624 Zone, Village 8W – Main St, La Media/Village 4 1 1 13 45 220 - 280 P2599 PL-16-Inch, 624 Zone, Village 8W- Otay Valley Rd, School/Village 8E 1 1 1 147 350 - 500 P2602 PL - 16-inch, 624 Zone, Otay Valley Road, SR 125 Bridge 1 1 2 126 150 - 280 P2603 PL - 16-inch, 711 Zone, Hunte Parkway, SR 125 Bridge 1 1 2 136 200 - 340 P2642 Rancho Jamul Pump Station Replacement 2 6 16 87 310 310 730 P2714 870 Reservoir Storage Bins 12 12 93 6 - - 124 R2028 RecPL – 8-in, 680 Zone, Heritage Road to Main Street 5 45 300 500 50 - 900 R2037 RecPL – 8-in, 680 Zone, Main Street/Otay Valley Road – Village 8W 1 1 68 500 50 - 620 R2038 RecPL – 8-in, 680 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon 1 1 58 300 110 - 470 R2047 RecPL – 12-in, 680 Zone, La Media Road - Birch/Main St 1 49 300 150 50 - 550 R2136 RecPL – 8-in, 680 Zone, Otay Valley Rd, SR 125 Bridge 1 1 2 46 90 - 140 R2137 RecPL - 8-in, 815 Zone, Hunte Parkway, SR 125 Bridge 1 1 1 57 110 - 170 S2069 Cottonwood Sewer Pump Station Renovation 35 35 90 80 10 - 250 S2071 (2)San Diego Metro Wastewater Capital Improvements 43 34 34 34 34 34 213 Total Expansion $ 684 $ 2,183 $ 2,943 $ 3,865 $ 3,141 $ 871 $ 13,687 Note: Numbers may not total accurately due to rounding. Potable $ 596 $ 2,016 $ 2,090 $ 2,198 $ 2,637 $ 837 $ 10,374 Recycled 10 98 729 1,553 460 - 2,850 Sewer 78 69 124 114 44 34 463 Total Expansion $ 684 $ 2,183 $ 2,943 $ 3,865 $ 3,141 $ 871 $ 13,687 Betterment CIP No.CIP Project Title FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 Total P2040 (1)Res - 1655-1 Reservoir 0.5 MG 5$ 25$ 150$ 2,000$ 2,000$ 2,000$ 6,180$ P2228 (1)Res - 870-2 Reservoir 3.4 MG 690 3,450 2,760 1,501 1,104 345 9,850 P2451 (2)Otay Mesa Desalination Conveyance and Disinfection System 3 3 4 4 69 69 152 P2521 Large Meter Vault Upgrade Program 49 40 40 25 40 40 234 P2563 (1)Res - 870-1 Reservoir Improvements 7 7 1,190 1,011 700 56 2,971 P2578 (2)PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 GPM 19 88 124 124 124 124 603 P2630 624-3 Reservoir Automation of Chemical Feed System - 15 25 160 444 15 659 P2642 Rancho Jamul Pump Station Replacement 4 14 34 193 690 690 1,625 P2652 (2)520 to 640 Pressure Zone Conversion 5 5 5 5 25 50 95 P2654 Heritage Road Interconnection Improvements 5 30 30 30 30 34 159 P2656 Regulatory Site Desilting Basin Improvements 5 5 5 5 5 118 143 P2658 (2)832-2 Pump Station Modifications 5 5 5 5 25 25 70 P2664 Otay Mesa Dual Piping Modification Program 25 25 25 100 100 35 310 P2674 System Pressure Reducing Program 10 10 10 10 10 34 84 P2682 AMI Project 200 100 100 100 100 100 700 P2683 Pump Station Safety, Monitoring, and Automation Improvements 100 100 100 100 20 40 460 P2684 Zero Emission Vehicles and Charging Infrastructure 75 165 262 225 207 - 934 P2698 Improve Fire Sprinkler Protection System at RWCWRF (P)5 5 55 10 - - 75 P2709 ADA Compliance for Administration and Operation Buildings 3 30 100 117 - - 250 P2710 Conversion of the 803-4 Reservoir Disinfection System to LAS 5 10 25 50 400 10 500 P2714 870 Reservoir Storage Bins 28 28 207 14 - - 277 P2715 Replacement and Update of District’s Utility Network Framework 33 33 83 - - - 149 R2117 RWCWRF Disinfection System Improvements 1,122 1,200 400 100 50 50 2,922 R2157 RWCWRF Backwash Supply Pumps Upgrade 50 50 2 - - - 102 R2168 Improve Fire Sprinkler Protection System at RWCWRF (R)5 5 55 10 - - 75 S2024 Campo Road Sewer Main Replacement 12 3 - - - - 15 S2043 (2)RWCWRF Sludge Handling System 1 1 1 1 50 50 104 S2069 Cottonwood Sewer Pump Station Renovation 315 315 810 720 90 - 2,250 S2071 (2)San Diego Metro Wastewater Capital Improvements 82 66 66 66 66 66 412 S2081 Improve Fire Sprinkler Protection System at RWCWRF (S)5 5 55 5 5 - 75 Total Betterment 2,999$ 5,958$ 6,765$ 6,761$ 6,421$ 4,031$ 32,935$ Note: Numbers may not total accurately due to rounding. Potable 1,407$ 4,313$ 5,376$ 5,859$ 6,160$ 3,865$ 26,980$ Recycled 1,177 1,255 457 110 50 50 3,099 Sewer 415 390 932 792 211 116 2,856 Total Betterment 2,999$ 5,958$ 6,765$ 6,761$ 6,421$ 4,031$ 32,935$ Six-Year CIP Projects by Source and Fund ($1,000s) (1) Project may be funded with water and sewer debt proceeds. (2) Project expenditures go beyond FY 2030. See project detail sheet for more information. 59 Replacement CIP No.CIP Project Title FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 Total P2058 (1)PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road to Highway 94 141$ 345$ 552$ 414$ 224$ 138$ 1,814$ P2171 (1)PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way to Melody Road 155 345 690 521 345 345 2,401 P2195 (2)PL - 24 - Inch, 640 Zone, Campo Road - Regulatory Site/Millar Ranch 35 34 69 138 138 138 552 P2196 (2)PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump Station 35 34 69 138 138 138 552 P2282 (2)Vehicle Capital Purchases 1,134 1,077 333 630 598 720 4,492 P2286 Field Equipment Capital Purchases 170 125 130 400 140 70 1,035 P2405 PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road 25 475 200 150 50 35 935 P2460 I.D. 7 Trestle and Pipeline Demolition 50 225 300 50 9 - 634 P2516 PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 5 125 400 390 280 - 1,200 P2533 1200-1 Reservoir Interior & Exterior Coating 45 25 19 - - - 89 P2543 (2)850-1 Reservoir Interior/Exterior Coating 5 5 5 40 45 - 100 P2553 (1)Heritage Road Bridge Replacement and Utility Relocation 25 4,000 725 - - - 4,750 P2563 (1)Res - 870-1 Reservoir Improvements 3 3 510 433 300 24 1,273 P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades 12 10 10 - - - 32 P2571 Data Center Network Data Storage and Infrastructure Enhancements 25 25 - - - - 50 P2572 Enterprise Resource Planning (ERP) Replacement 130 250 230 135 - - 745 P2578 (2)PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 GPM 41 197 276 276 276 276 1,342 P2584 (2)Res - 657-1 and 657-2 Reservoir Demolitions - - - - 25 35 60 P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades 45 20 20 5 - - 90 P2594 Large Meter Replacement 60 60 60 50 40 20 290 P2608 PL - 8-inch, 850 Zone, Coronado Avenue, Chestnut/Apple 65 65 800 455 10 - 1,395 P2609 PL - 8-inch, 1004 Zone, Eucalyptus Street, Coronado/Date/La Mesa 25 100 500 300 20 - 945 P2611 (2)Quarry Road Bridge Replacement and Utility Relocation 1 1 1 1 125 25 154 P2612 (2)PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Road 50 50 50 - - - 150 P2614 485-1 Reservoir Interior/Exterior Coating 50 50 50 - - - 150 P2615 (1)PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande 260 250 480 500 1,000 - 2,490 P2616 (1), (2)PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Drive/Vista Sierra Drive 5 5 150 400 500 340 1,400 P2617 Lobby Security Enhancements 20 - - - - - 20 P2623 Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum Valve Replacements 5 15 140 140 70 10 380 P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades 750 400 188 90 10 10 1,448 P2638 Buildings and Grounds Refurbishments 220 50 50 50 50 45 465 P2639 (1)Vista Diego Hydropneumatic Pump Station Replacement 175 1,000 1,000 700 315 310 3,500 P2646 North District Area Cathodic Protection Improvements 20 400 350 400 - - 1,170 P2647 Central Area Cathodic Protection Improvements 30 600 600 550 - - 1,780 P2649 HVAC Equipment Purchase 39 46 42 - - - 127 P2655 (2)La Presa Pipeline Improvements 25 25 25 200 500 500 1,275 P2657 1485-1 Reservoir Interior/Exterior Coating & Upgrades 25 650 270 150 15 - 1,110 P2659 District Boardroom Improvements 35 25 25 25 - - 110 P2662 (1), (2)Potable Water Meter Change Out 1,000 3,800 3,700 4,500 3,200 3,500 19,700 P2663 (2)Potable Water Pressure Vessel Program 400 400 400 400 400 400 2,400 P2665 (2)PL - 12-inch Pipeline Replacement, 870 Zone, Cactus Road 5 25 25 25 25 25 130 P2666 (2)Low Head and High Head Pump Stations Demolition 5 5 5 5 100 100 220 P2670 Administration and Operations Roof Repairs and Replacement 50 50 50 200 - - 350 P2672 District Roof Repairs and Replacement Program 100 100 100 40 - - 340 P2673 803-4 Reservoir Interior/Exterior Coating 5 5 700 1,550 40 50 2,350 P2675 458-1 and 458-2 Reservoirs Site Pavement Refurbishment 150 200 70 15 - - 435 P2676 (2)980-2 PS Motors and Motor Control Center Replacements 100 450 450 500 500 420 2,420 P2677 PL - 16-Inch, 870 Zone, La Media Road and Airway Road Utility Relocations 100 50 - - - - 150 P2678 (2)Jamacha Boulevard Utility Relocation 75 50 50 50 - - 225 P2680 PL - 12-inch Pipeline Replacement, 1530 Zone, Vista Diego Road 150 150 35 - - - 335 P2681 (1)PL-12-Inch, 1655 Zone, Presilla Drive Pipeline Replacement 5 25 350 500 500 290 1,670 P2684 Zero Emission Vehicles and Charging Infrastructure 75 165 262 225 208 - 935 P2685 980/711 PRS Renovation - Proctor Valley Rd 10 70 100 400 270 - 850 P2686 870 PZ Seismic Vault Renovation 5 5 150 150 90 - 400 P2687 Steele Canyon Rd Bridge 803 PZ 20-inch WL Renovation 100 100 170 140 - - 510 P2688 (2)Standby Power Renovations - Potable Water 76 150 170 200 - 200 796 P2689 944-1-9 Pump Station Meter Vault Renovation 20 60 60 60 - -200 P2690 850-4 Reservoir Interior/Exterior Coating - - - 15 1,350 485 1,850 P2691 City of San Diego - Otay 2nd Pipeline Phase 4 Interconnections Relocation 225 150 300 250 50 - 975 P2692 1485-2 PS Yard Piping Modifications 1 1 50 147 400 - 599 P2693 (1)PL – 12 & 16-inch, 1296 Zone, Jefferson Rd., Lyons Valley Rd to Jamul Dr.120 260 600 1,050 1,000 900 3,930 P2694 Operations Replacement Communication Radios 75 50 20 10 - - 155 Six-Year CIP Projects by Source and Fund ($1,000s) (1) Project may be funded with water and sewer debt proceeds. (2) Project expenditures go beyond FY 2030. See project detail sheet for more information. 60 Replacement, Continued CIP No.CIP Project Title FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 Total P2695 Relocation of Data Center 25$ 25$ 185$ 15$ -$ -$ 250$ P2696 (2)1296-1 Reservoir Interior/Exterior Coating - - - - 15 1,000 1,015 P2697 (1), (2)Valve Replacement Program - Phase 2 625 500 750 1,000 1,800 1,000 5,675 P2699 Miscellaneous Replacements and Improve Fire Sprinkler Protection System in the Warehouse 300 190 - - - - 490 P2700 (2)Pump Station Equipment Replacement Program 250 150 100 150 100 - 750 P2706 (1) PL-16-Inch Transmission Main Assessment & Repair, 980 Zone, Olympic Parkway 350 650 800 1,000 100 100 3,000 P2707 Pipeline Relocation for County Storm Drain Replacement Projects 5 25 25 250 195 - 500 P2709 ADA Compliance for Administration and Operation Buildings 3 30 100 118 - - 251 P2711 City of Tijuana Pipeline Connection Upgrades 50 250 - - - - 300 P2712 (2) PL-12-Inch Steel Pipeline Replacement, 850 Zone, Sweetwater Springs Blvd, Southeast of Jamacha Blvd. - - - 50 300 825 1,175 P2713 (1), (2) PL-14-Inch ACP Pipeline Replacement, 640 Zone, SR125 Crossing and Orville Street - - - 50 350 1,000 1,400 P2715 Replacement and Update of District’s Utility Network Framework 67 67 168 - - - 302 R2121 (1)Res - 944-1 Reservoir Cover/Liner Replacement 4 10 60 1,000 1,200 1,200 3,474 R2146 Recycled Pipeline Cathodic Protection Improvements 10 20 20 100 100 100 350 R2148 Large Meter Replacement - Recycled 15 15 15 15 20 15 95 R2152 (2)Recycled Water Meter Change-Out 70 90 130 85 75 90 540 R2153 (2)Recycled Water Pressure Vessel Program 1 1 35 50 350 350 787 R2156 (2)RecPL - 14-inch RWCWRF Effluent Force Main Improvements 5 50 150 150 150 150 655 R2157 RWCWRF Backwash Supply Pumps Upgrade 150 150 8 - - - 308 R2158 RWCWRF Stormwater Pond Improvements (R)5 25 50 90 5 - 175 R2159 (1) RecPL - 16-Inch, 680 Zone, Olympic Parkway Recycled Pipeline Replacement 2,500 1,800 750 50 - - 5,100 R2160 (2)Recycled Water Field Equipment Capital Purchases - - - 200 200 - 400 R2161 450-1R Reservoir Interior/Exterior Coating & Upgrades - - 15 1,000 1,435 50 2,500 R2162 (2)Vehicle Capital Purchases - Recycled - 36 - - 40 80 156 R2163 450-1 RW Res Disinfection Injection Vault Renovation 5 20 50 110 100 15 300 R2164 450-1 RW Res Stormwater Improvements 80 50 300 300 - - 730 R2165 Recycled HVAC Equipment Purchase 1 30 30 10 4 - 75 R2166 RWCWRF Effluent Pump Station Compressors 50 50 50 5 - - 155 R2167 RecPL - 14-Inch, 927 Zone, Force Main Road Improvements and Erosion Repairs 50 250 245 - - - 545 R2169 (2)Pump Station Equipment Replacement Program (R)75 75 75 75 100 75 475 R2172 RWCWRF - Tertiary Trough Replacement 40 210 - - - - 250 S2012 San Diego County Sanitation District Outfall and RSD Outfall Replacement 300 300 400 440 500 500 2,440 S2024 Campo Road Sewer Main Replacement 12 3 - - - - 15 S2049 Calavo Basin Sewer Rehabilitation - Phase 2 30 100 600 250 50 40 1,070 S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 41 80 100 300 500 70 1,091 S2054 (2)Calavo Basin Sewer Rehabilitation - Phase 3 10 10 10 50 50 50 180 S2060 (2)Steele Canyon Pump Station Replacement 40 50 100 300 500 500 1,490 S2061 (2)RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S)10 20 100 - - - 130 S2066 (2)Rancho San Diego Basin Sewer Rehabilitation - Phase 3 5 5 5 5 50 50 120 S2072 RWCWRF Rotary Screen Replacement 60 100 200 100 85 50 595 S2074 RWCWRF Stormwater Pond Improvements (S)10 40 40 30 30 25 175 S2076 RWCWRF Grit Chamber Improvements 24 25 30 40 80 50 249 S2077 RWCWRF Blowers Renovation 120 120 40 - - - 280 S2078 (2)Vehicle Capital Purchases - Sewer - - 660 - - - 660 S2079 Steele Canyon Rd Bridge 6-inch Sewer FM Renovation 50 200 70 10 - - 330 S2080 (2)Standby Power Renovations - Sewer - 10 - - - - 10 S2082 (2)Sewer Manhole Rehabilitation Program 5 10 25 50 100 100 290 S2083 Sewer Lift Station Equipment Replacement Program 75 45 45 45 45 45 300 Total Replacement 12,321$ 23,320$ 23,672$ 25,656$ 21,985$ 17,079$ 124,033$ Note: Numbers may not total accurately due to rounding. Potable 8,468$ 19,320$ 19,264$ 20,796$ 16,216$ 13,474$ 97,538$ Recycled 3,061 2,882 1,983 3,240 3,779 2,125 17,070 Sewer 792 1,118 2,425 1,620 1,990 1,480 9,425 Total Replacement 12,321$ 23,320$ 23,672$ 25,656$ 21,985$ 17,079$ 124,033$ Summary by Source FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 Total Expansion 684$ 2,183$ 2,943$ 3,865$ 3,141$ 871$ 13,687$ Betterment 2,999 5,958 6,765 6,761 6,421 4,031 32,935 Replacement 12,321 23,320 23,672 25,656 21,985 17,079 124,033 Total CIP by Funding Source 16,004$ 31,461$ 33,380$ 36,282$ 31,547$ 21,981$ 170,655$ Summary by Fund FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 Total Potable 10,471$ 25,649$ 26,730$ 28,853$ 25,013$ 18,176$ 134,892$ Recycled 4,248 4,235 3,169 4,903 4,289 2,175 23,019$ Sewer 1,285 1,577 3,481 2,526 2,245 1,630 12,744$ Total CIP by Fund 16,004$ 31,461$ 33,380$ 36,282$ 31,547$ 21,981$ 170,655$ Funding Source Fund Six-Year CIP Projects by Source and Fund ($1,000s) (1)Project may be funded with water and sewer debt proceeds. (2)Project expenditures go beyond FY 2030. See project detail sheet for more information. 61 Capital Budget CIP Projects 62 CIP No Project Title Start Finish Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 P2040 Res - 1655-1 Reservoir 0.5 MG 7/1/2015 6/30/2030 P2058 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road to Highway 94 7/1/2021 6/30/2030 P2171 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way to Melody Road 7/1/2021 6/30/2030 P2195 PL - 24 - Inch, 640 Zone, Campo Road - Regulatory Site/Millar Ranch 7/1/2021 6/30/2031 P2196 PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump Station 7/1/2021 6/30/2031 P2228 Res - 870-2 Reservoir 3.4 MG 7/1/2023 6/30/2030 P2282 Vehicle Capital Purchases 12/1/2000 6/30/2032 P2286 Field Equipment Capital Purchases 7/1/1996 6/30/2032 P2405 PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road 7/1/2016 6/30/2030 P2451 Otay Mesa Desalination Conveyance and Disinfection System 7/1/2006 6/30/2034 P2460 I.D. 7 Trestle and Pipeline Demolition 7/1/2016 6/30/2030 P2516 PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 7/1/2024 6/30/2029 P2521 Large Meter Vault Upgrade Program 8/1/2011 6/30/2030 P2533 1200-1 Reservoir Interior & Exterior Coating 6/1/2016 6/30/2027 P2543 850-1 Reservoir Interior/Exterior Coating 1/2/2018 6/30/2029 P2553 Heritage Road Bridge Replacement and Utility Relocation 7/1/2014 6/30/2027 P2563 Res - 870-1 Reservoir Improvements 7/1/2015 6/30/2030 P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades 1/4/2018 6/30/2027 P2571 Data Center Network Data Storage and Infrastructure Enhancements 7/1/2018 6/30/2026 P2572 Enterprise Resource Planning (ERP) Replacement 7/1/2021 6/30/2028 P2578 PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 GPM 7/1/2021 6/30/2035 P2584 Res - 657-1 and 657-2 Reservoir Demolitions 12/31/2026 6/30/2032 P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades 2/1/2021 7/30/2028 P2594 Large Meter Replacement 7/1/2016 6/30/2030 P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way 7/1/2024 6/30/2028 P2596 PL – 16-inch, 624 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon 7/1/2024 6/30/2029 P2598 PL-16-Inch, 624 Zone, Village 8W – Main St, La Media/Village 4 7/1/2024 6/30/2029 P2599 PL-16-Inch, 624 Zone, Village 8W- Otay Valley Rd, School/Village 8E 7/1/2024 6/30/2029 P2602 PL - 16-inch, 624 Zone, Otay Valley Road, SR 125 Bridge 7/1/2024 6/30/2029 Six Year CIP Projects Schedule FY 2025 Planning Design Construction Warranty/Project Close-Out Capital Purchases Reimbursement Agreement FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 63 CIP No Project Title Start Finish Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Six Year CIP Projects Schedule FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 P2603 PL - 16-inch, 711 Zone, Hunte Parkway, SR 125 Bridge 7/1/2024 6/30/2029 P2608 PL - 8-inch, 850 Zone, Coronado Avenue, Chestnut/Apple 7/1/2017 6/30/2029 P2609 PL - 8-inch, 1004 Zone, Eucalyptus Street, Coronado/Date/La Mesa 7/1/2018 6/30/2029 P2611 Quarry Road Bridge Replacement and Utility Relocation 7/1/2017 8/31/2030 P2612 PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Road 7/1/2017 6/30/2027 P2614 485-1 Reservoir Interior/Exterior Coating 1/1/2023 6/30/2027 P2615 PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande 7/1/2018 6/30/2029 P2616 PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Drive/Vista Sierra Drive 7/1/2017 7/30/2031 P2617 Lobby Security Enhancements 7/1/2017 6/30/2025 P2623 Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum Valve Replacements 7/1/2017 6/30/2030 P2630 624-3 Reservoir Automation of Chemical Feed System 4/1/2020 6/30/2030 P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades 2/1/2024 6/30/2030 P2638 Buildings and Grounds Refurbishments 7/1/2018 6/30/2030 P2639 Vista Diego Hydropneumatic Pump Station Replacement 7/1/2018 6/30/2030 P2642 Rancho Jamul Pump Station Replacement 7/1/2018 6/30/2030 P2646 North District Area Cathodic Protection Improvements 7/1/2022 6/30/2028 P2647 Central Area Cathodic Protection Improvements 7/1/2020 6/30/2028 P2649 HVAC Equipment Purchase 7/1/2018 6/30/2027 P2652 520 to 640 Pressure Zone Conversion 7/1/2019 6/30/2031 P2654 Heritage Road Interconnection Improvements 7/1/2019 6/30/2030 P2655 La Presa Pipeline Improvements 7/1/2019 6/30/2031 P2656 Regulatory Site Desilting Basin Improvements 7/1/2019 6/30/2030 P2657 1485-1 Reservoir Interior/Exterior Coating & Upgrades 7/1/2019 6/30/2029 P2658 832-2 Pump Station Modifications 1/1/2020 6/30/2031 P2659 District Boardroom Improvements 7/1/2019 3/31/2028 P2662 Potable Water Meter Change Out 7/1/2022 6/30/2035 P2663 Potable Water Pressure Vessel Program 7/1/2019 6/30/2035 P2664 Otay Mesa Dual Piping Modification Program 7/1/2016 6/30/2030 P2665 PL - 12-inch Pipeline Replacement, 870 Zone, Cactus Road 7/1/2024 6/30/2032 Planning Design Construction Warranty/Project Close-Out Capital Purchases Reimbursement Agreement 64 CIP No Project Title Start Finish Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Six Year CIP Projects Schedule FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 P2666 Low Head and High Head Pump Stations Demolition 7/1/2024 6/30/2032 P2670 Administration and Operations Roof Repairs and Replacement 7/1/2024 6/30/2028 P2672 District Roof Repairs and Replacement Program 7/1/2024 6/30/2028 P2673 803-4 Reservoir Interior/Exterior Coating 1/5/2025 6/30/2030 P2674 System Pressure Reducing Program 7/1/2020 6/30/2030 P2675 458-1 and 458-2 Reservoirs Site Pavement Refurbishment 7/1/2020 6/30/2029 P2676 980-2 PS Motors and Motor Control Center Replacements 7/1/2021 6/30/2031 P2677 PL - 16-Inch, 870 Zone, La Media Road and Airway Road Utility Relocations 7/1/2021 6/30/2026 P2678 Jamacha Boulevard Utility Relocation 7/1/2023 6/30/2028 P2680 PL - 12-inch Pipeline Replacement, 1530 Zone, Vista Diego Road 7/1/2021 6/30/2027 P2681 PL-12-Inch, 1655 Zone, Presilla Drive Pipeline Replacement 7/1/2021 6/30/2030 P2682 AMI Project 7/1/2021 6/30/2030 P2683 Pump Station Safety, Monitoring, and Automation Improvements 7/1/2021 6/30/2030 P2684 Zero Emission Vehicles and Charging Infrastructure 7/1/2022 6/30/2029 P2685 980/711 PRS Renovation - Proctor Valley Rd 7/1/2024 6/30/2029 P2686 870 PZ Seismic Vault Renovation 7/1/2024 6/30/2029 P2687 Steele Canyon Rd Bridge 803 PZ 20-inch WL Renovation 7/1/2022 6/30/2028 P2688 Standby Power Renovations - Potable Water 7/1/2022 6/30/2033 P2689 944-1-9 Pump Station Meter Vault Renovation 7/1/2024 6/30/2028 P2690 850-4 Reservoir Interior/Exterior Coating 1/1/2028 6/30/2030 P2691 City of San Diego - Otay 2nd Pipeline Phase 4 Interconnections Relocation 7/1/2023 6/30/2029 P2692 1485-2 PS Yard Piping Modifications 7/1/2023 6/30/2029 P2693 PL – 12 & 16-inch, 1296 Zone, Jefferson Rd., Lyons Valley Rd to Jamul Dr. 7/1/2023 6/30/2030 P2694 Operations Replacement Communication Radios 7/1/2024 6/30/2028 P2695 Relocation of Data Center 7/1/2024 6/30/2028 P2696 1296-1 Reservoir Interior/Exterior Coating 7/1/2028 8/30/2032 P2697 Valve Replacement Program - Phase 2 7/1/2023 6/30/2040 P2698 Improve Fire Sprinkler Protection System at RWCWRF (P) 7/1/2024 6/30/2028 P2699 Miscellaneous Replacements and Improve Fire Sprinkler Protection System in the Warehouse 7/1/2023 6/30/2026 Planning Design Construction Warranty/Project Close-Out Capital Purchases Reimbursement Agreement 65 CIP No Project Title Start Finish Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Six Year CIP Projects Schedule FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 P2700 Pump Station Equipment Replacement Program 7/1/2023 6/30/2033 P2706 PL-16-Inch Transmission Main Assessment & Repair, 980 Zone, Olympic Parkway 7/1/2024 6/30/2030 P2707 Pipeline Relocation for County Storm Drain Replacement Projects 7/1/2024 6/30/2029 P2709 ADA Compliance for Administration and Operation Buildings 7/1/2024 6/30/2028 P2710 Conversion of the 803-4 Reservoir Disinfection System to LAS 7/1/2024 6/30/2030 P2711 City of Tijuana Pipeline Connection Upgrades 7/1/2024 6/30/2026 P2712 PL-12-Inch Steel Pipeline Replacement, 850 Zone, Sweetwater Springs Blvd, Southeast of Jamacha Blvd. 7/1/2027 6/30/2031 P2713 PL-14-Inch ACP Pipeline Replacement, 640 Zone, SR125 Crossing and Orville Street 7/1/2027 7/1/2032 P2714 870 Reservoir Storage Bins 7/1/2024 6/30/2028 P2715 Replacement and Update of District’s Utility Network Framework 7/1/2024 6/30/2027 R2028 RecPL – 8-in, 680 Zone, Heritage Road to Main Street 7/1/2023 6/30/2029 R2037 RecPL – 8-in, 680 Zone, Main Street/Otay Valley Road – Village 8W 7/1/2023 6/30/2029 R2038 RecPL – 8-in, 680 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon 7/1/2023 6/30/2029 R2047 RecPL – 12-in, 680 Zone, La Media Road - Birch/Main St 7/1/2023 6/30/2029 R2117 RWCWRF Disinfection System Improvements 7/1/2015 6/30/2030 R2121 Res - 944-1 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2030 R2136 RecPL – 8-in, 680 Zone, Otay Valley Rd, SR 125 Bridge 7/1/2024 6/30/2029 R2137 RecPL - 8-in, 815 Zone, Hunte Parkway, SR 125 Bridge 7/1/2024 6/30/2029 R2146 Recycled Pipeline Cathodic Protection Improvements 7/1/2019 6/30/2030 R2148 Large Meter Replacement - Recycled 7/1/2018 6/30/2030 R2152 Recycled Water Meter Change-Out 7/1/2024 6/30/2035 R2153 Recycled Water Pressure Vessel Program 7/1/2020 6/30/2035 R2156 RecPL - 14-inch RWCWRF Effluent Force Main Improvements 7/1/2020 6/30/2035 R2157 RWCWRF Backwash Supply Pumps Upgrade 7/1/2020 6/30/2027 R2158 RWCWRF Stormwater Pond Improvements (R)7/1/2024 6/30/2029 R2159 RecPL - 16-Inch, 680 Zone, Olympic Parkway Recycled Pipeline Replacement 7/1/2021 6/30/2028 R2160 Recycled Water Field Equipment Capital Purchases 7/1/2027 6/30/2031 R2161 450-1R Reservoir Interior/Exterior Coating & Upgrades 1/1/2027 6/30/2030 Planning Design Construction Warranty/Project Close-Out Capital Purchases Reimbursement Agreement 66 CIP No Project Title Start Finish Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Six Year CIP Projects Schedule FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 R2162 Vehicle Capital Purchases - Recycled 7/1/2025 6/30/2031 R2163 450-1 RW Res Disinfection Injection Vault Renovation 7/1/2024 6/30/2030 R2164 450-1 RW Res Stormwater Improvements 7/1/2022 6/30/2029 R2165 Recycled HVAC Equipment Purchase 7/1/2023 6/30/2029 R2166 RWCWRF Effluent Pump Station Compressors 7/1/2023 6/30/2028 R2167 RecPL - 14-Inch, 927 Zone, Force Main Road Improvements and Erosion Repairs 7/1/2023 6/30/2027 R2168 Improve Fire Sprinkler Protection System at RWCWRF (R) 7/1/2024 6/30/2028 R2169 Pump Station Equipment Replacement Program (R) 7/1/2023 6/30/2035 R2172 RWCWRF - Tertiary Trough Replacement 7/1/2024 12/31/2025 S2012 San Diego County Sanitation District Outfall and RSD Outfall Replacement 7/1/2003 6/30/2030 S2024 Campo Road Sewer Main Replacement 7/1/2010 6/30/2026 S2043 RWCWRF Sludge Handling System 7/1/2013 6/30/2035 S2049 Calavo Basin Sewer Rehabilitation - Phase 2 7/1/2016 6/30/2030 S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 7/1/2018 6/30/2030 S2054 Calavo Basin Sewer Rehabilitation - Phase 3 7/1/2024 6/30/2032 S2060 Steele Canyon Pump Station Replacement 7/1/2024 6/30/2032 S2061 RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S) 7/1/2017 6/30/2027 S2066 Rancho San Diego Basin Sewer Rehabilitation - Phase 3 7/1/2024 6/30/2033 S2069 Cottonwood Sewer Pump Station Renovation 7/1/2019 6/30/2029 S2071 San Diego Metro Wastewater Capital Improvements 7/1/2019 6/30/2065 S2072 RWCWRF Rotary Screen Replacement 7/1/2020 6/30/2030 S2074 RWCWRF Stormwater Pond Improvements (S)7/1/2024 6/30/2030 S2076 RWCWRF Grit Chamber Improvements 7/1/2023 6/30/2030 S2077 RWCWRF Blowers Renovation 7/1/2023 6/30/2027 S2078 Vehicle Capital Purchases - Sewer 7/1/2026 6/30/2033 S2079 Steele Canyon Rd Bridge 6-inch Sewer FM Renovation 7/1/2023 6/30/2028 S2080 Standby Power Renovations - Sewer 7/1/2023 6/30/2030 S2081 Improve Fire Sprinkler Protection System at RWCWRF (S) 7/1/2024 6/30/2029 S2082 Sewer Manhole Rehabilitation Program 7/1/2024 7/1/2035 S2083 Sewer Lift Station Equipment Replacement Program 7/1/2024 6/30/2030 Planning Design Construction Warranty/Project Close-Out Capital Purchases Reimbursement Agreement 67 CIP#Description Cost/Savings Category (1) Funding Source (2) FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 Total EXPENDITURES P2572 Enterprise Resource Planning (ERP) Replacement M R $ 175 $ 175 $ 175 $ 175 $ 175 $ 175 $ 1,050 P2682 AMI Project M B 47 47 47 47 47 47 279 P2228 Res - 870-2 Reservoir 3.4 MG M B/E 1 1 1 1 1 1 6 Total Operating Budget Impacts - Expenditures $ 223 $ 223 $ 223 $ 223 $ 223 $ 223 $ 1,335 SAVINGS P2714 870 Reservoir Storage Bins T B/E 47 47 47 47 47 47 282 Total Operating Budget Impacts - Savings 47 47 47 47 47 47 282 Total Operating Budget Cost Impact $ 176 $ 176 $ 176 $ 176 $ 176 $ 176 $ 1,053 Cost or Savings Category (2)Operating Impacts FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 Total Operating costs $ 223 $ 223 $ 223 $ 223 $ 223 $ 223 $ 1,335 Operating costs - - - - - - - Operating costs - - - - - - - Transportation (T) Operating savings (47) (47) (47) (47) (47) (47) (282) Total Operating Budget Cost Impact (in thousands) $ 176 $ 176 $ 176 $ 176 $ 176 $ 176 $ 1,053 (1)Cost Category - Indicates maintenance cost (M), energy cost (E), or chemical cost (C), based on the project type and Engineer's estimates. Savings Category - Indicates reduction in transportation costs (T) which includes lower fuel costs, reduced mileage, and decreased vehicle maintenance. (2)Funding Source - Some projects have multiple funding sources as indicated by a slash (/): E - Expansion B - Betterment R - Replacement N - New Supply Note: See pages 59-61 for complete description of CIP projects. CIP Justification and Impact on Operating Budget The following schedule shows anticipated operating costs and savings associated with each project in the CIP. Below is a summary of each category of new costs that will be impacted. No additional revenues are associated with the individual projects, as revenues are linked more directly to growth in water sales and capacity fee revenues. Maintenance (M) Energy (E) Chemical (C) Projected Incremental Operating Impacts (in thousands)(1) 68 This page intentionally left blank 69 CIP Project Sheet Description The following pages describe each information item on the individual CIP project sheets included in this section. CIP Number: The CIP project number for all projects is assigned by the Engineering Project Manager, and is a unique identifying code on all District records for the specified project. The District employs a CIP naming convention that begins with “P”, “R”, or “S” to signify potable, recycled, or sewer, respectively. The naming approach simplifies identification of projects associated with the District’s three major funds. Project Title: Project titles follow a set format as described herein. The type of project should be identified first. For example, if a project were a 711 Pressure Zone 24-inch pipeline, the title would read “PL - 24-Inch, 711 Zone, Location - From A to B.” Pump stations and reservoirs are identified similarly with abbreviations for type and size. Director Division: All projects are located within a Board of Director’s division boundary unless they apply to the entire District or are outside of the District boundaries. The Director division where the majority of the physical project is located is listed. If it is a District-wide project it is listed as “District- wide.” If it is outside the District boundary it is listed as “None.” Project Manager: The person responsible for managing the project from inception through completion. I.D. Location: Most projects are located within one or more improvement districts. The I.D. location listed is where the majority of the physical project is located. However, projects located in portions of the District which have not yet been annexed into an improvement district are listed as “None.” Original Approved Date: The date the project was originally approved with budget expenditures for the corresponding fiscal year by the Board of Directors. Priority: The priority of the project is listed in this field as one of the following: 1. HIGH: Safety, restoration of service to customers, obligation that requires immediate action, directed by the Board of Directors, and/or critical system need. 2. MEDIUM: Upgrade of system or expansion requirement to maintain system reliability not critical. Identified through planning effort as required within next few fiscal years. 3. LOW: Identified through planning effort as required in future years to support development; not anticipated in the immediate future. 4. VERY LOW: Requirement may have low probability of need in the future. Related CIP Projects: A maximum of three CIP project numbers that affect the scheduling and/or related to the subject project and/or could provide important information. Budget Amount: The estimated budget includes all costs needed to complete a project including land, right-of-way, consultants, contractors, District staff time, etc. All prior years’ costs are part of the total cost and dollars are rounded up to the nearest $1,000. 70 CIP Project Sheet Description Description of Project: A brief description of a project which typically includes size, length, capacity, etc. Justification of Project: A brief explanation of why a project is required which addresses flexibility, reliability, water quality, safety, contractual obligation, immediate growth, etc., as appropriate. Comments: Pertinent information that should be known about a project that is not shown elsewhere on the project sheet, including details of funding sources, including grant funding or contributions from other agencies. Funding Detail: The funding sources are listed along with the percentage of distribution to expansion, betterment, and/or replacement. Expenditure Schedule: The breakdown of a project’s expenditures by fiscal year – prior years’ cost along with a six-year budget schedule. Included in each year are all costs to complete the work scheduled in that year rounded up to the nearest $1,000. Project Schedule: The schedule of the primary project phase and estimated cost by the phases of planning, design, and construction shown with the estimated start date (month/year), finish date (month/year). The schedule time frames and estimated cost for each major phase of the project, correspond with the expenditure schedule information. Projected Incremental Operation Expenditures Schedule: To determine the cost to maintain these new assets, the District looks at the cost of maintaining similar assets through the Infrastructure Management System and financial system. Costs are tracked by three main infrastructure asset groups of pipes, pump stations, and reservoirs, as well as capital purchases and other types. Pipes typically have only operation and maintenance (O&M) costs associated with them, pump stations have O&M as well as power cost, and reservoirs have O&M and chemical cost. Each of the capital purchases and other types has its own unique O&M cost. Project Location: A vicinity map is drawn in AutoCAD format using the GIS database as the foundation showing the approximate location and limits of a project within the District. Some projects do not have a specific location. In this case, a map of the entire District will then be shown as the project location. OWD Map Book: The page in the District’s facility map book where a project is primarily located. Some projects do not have a specific location in which case the words “district-wide” will be shown. Submitted By: The project manager who originally submitted or the project manager who revised the project sheet along with the date of submittal or last revision date of the CIP project sheet. 71 CIP No.CIP Project Title Page No. P2040 Res - 1655-1 Reservoir 0.5 MG 76 P2058 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road to Highway 94 78 P2171 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way to Melody Road 80 P2195 PL - 24 - Inch, 640 Zone, Campo Road - Regulatory Site/Millar Ranch 82 P2196 PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump Station 84 P2228 Res - 870-2 Reservoir 3.4 MG 86 P2282 Vehicle Capital Purchases 88 P2286 Field Equipment Capital Purchases 90 P2405 PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road 92 P2451 Otay Mesa Desalination Conveyance and Disinfection System 94 P2460 I.D. 7 Trestle and Pipeline Demolition 96 P2516 PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 98 P2521 Large Meter Vault Upgrade Program 100 P2533 1200-1 Reservoir Interior & Exterior Coating 102 P2543 850-1 Reservoir Interior/Exterior Coating 104 P2553 Heritage Road Bridge Replacement and Utility Relocation 106 P2563 Res - 870-1 Reservoir Improvements 108 P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades 110 P2571 Data Center Network Data Storage and Infrastructure Enhancements 112 P2572 Enterprise Resource Planning (ERP) Replacement 114 P2578 PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 GPM 116 P2584 Res - 657-1 and 657-2 Reservoir Demolitions 118 P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades 120 P2594 Large Meter Replacement 122 P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way 124 P2596 PL – 16-inch, 624 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon 126 P2598 PL-16-Inch, 624 Zone, Village 8W – Main St, La Media/Village 4 128 P2599 PL-16-Inch, 624 Zone, Village 8W- Otay Valley Rd, School/Village 8E 130 P2602 PL - 16-inch, 624 Zone, Otay Valley Road, SR 125 Bridge 132 P2603 PL - 16-inch, 711 Zone, Hunte Parkway, SR 125 Bridge 134 P2608 PL - 8-inch, 850 Zone, Coronado Avenue, Chestnut/Apple 136 P2609 PL - 8-inch, 1004 Zone, Eucalyptus Street, Coronado/Date/La Mesa 138 P2611 Quarry Road Bridge Replacement and Utility Relocation 140 P2612 PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Road 142 P2614 485-1 Reservoir Interior/Exterior Coating 144 P2615 PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande 146 P2616 PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Drive/Vista Sierra Drive 148 P2617 Lobby Security Enhancements 150 P2623 Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum Valve Replacements 152 P2630 624-3 Reservoir Automation of Chemical Feed System 154 P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades 156 P2638 Buildings and Grounds Refurbishments 158 P2639 Vista Diego Hydropneumatic Pump Station Replacement 160 P2642 Rancho Jamul Pump Station Replacement 162 P2646 North District Area Cathodic Protection Improvements 164 P2647 Central Area Cathodic Protection Improvements 166 P2649 HVAC Equipment Purchase 168 P2652 520 to 640 Pressure Zone Conversion 170 P2654 Heritage Road Interconnection Improvements 172 CIP Project Index 72 CIP No.CIP Project Title Page No. CIP Project Index P2655 La Presa Pipeline Improvements 174 P2656 Regulatory Site Desilting Basin Improvements 176 P2657 1485-1 Reservoir Interior/Exterior Coating & Upgrades 178 P2658 832-2 Pump Station Modifications 180 P2659 District Boardroom Improvements 182 P2662 Potable Water Meter Change Out 184 P2663 Potable Water Pressure Vessel Program 186 P2664 Otay Mesa Dual Piping Modification Program 188 P2665 PL - 12-inch Pipeline Replacement, 870 Zone, Cactus Road 190 P2666 Low Head and High Head Pump Stations Demolition 192 P2670 Administration and Operations Roof Repairs and Replacement 194 P2672 District Roof Repairs and Replacement Program 196 P2673 803-4 Reservoir Interior/Exterior Coating 198 P2674 System Pressure Reducing Program 200 P2675 458-1 and 458-2 Reservoirs Site Pavement Refurbishment 202 P2676 980-2 PS Motors and Motor Control Center Replacements 204 P2677 PL - 16-Inch, 870 Zone, La Media Road and Airway Road Utility Relocations 206 P2678 Jamacha Boulevard Utility Relocation 208 P2680 PL - 12-inch Pipeline Replacement, 1530 Zone, Vista Diego Road 210 P2681 PL-12-Inch, 1655 Zone, Presilla Drive Pipeline Replacement 212 P2682 AMI Project 214 P2683 Pump Station Safety, Monitoring, and Automation Improvements 216 P2684 Zero Emission Vehicles and Charging Infrastructure 218 P2685 980/711 PRS Renovation - Proctor Valley Rd 220 P2686 870 PZ Seismic Vault Renovation 222 P2687 Steele Canyon Rd Bridge 803 PZ 20-inch WL Renovation 224 P2688 Standby Power Renovations - Potable Water 226 P2689 944-1-9 Pump Station Meter Vault Renovation 228 P2690 850-4 Reservoir Interior/Exterior Coating 230 P2691 City of San Diego - Otay 2nd Pipeline Phase 4 Interconnections Relocation 232 P2692 1485-2 PS Yard Piping Modifications 234 P2693 PL – 12 & 16-inch, 1296 Zone, Jefferson Rd., Lyons Valley Rd to Jamul Dr.236 P2694 Operations Replacement Communication Radios 238 P2695 Relocation of Data Center 240 P2696 1296-1 Reservoir Interior/Exterior Coating 242 P2697 Valve Replacement Program - Phase 2 244 P2698 Improve Fire Sprinkler Protection System at RWCWRF (P)246 P2699 Miscellaneous Replacements and Improve Fire Sprinkler Protection System in the Warehouse 248 P2700 Pump Station Equipment Replacement Program 250 P2706 PL-16-Inch Transmission Main Assessment & Repair, 980 Zone, Olympic Parkway 252 P2707 Pipeline Relocation for County Storm Drain Replacement Projects 254 P2709 ADA Compliance for Administration and Operation Buildings 256 P2710 Conversion of the 803-4 Reservoir Disinfection System to LAS 258 P2711 City of Tijuana Pipeline Connection Upgrades 260 P2712 PL-12-Inch Steel Pipeline Replacement, 850 Zone, Sweetwater Springs Blvd, Southeast of Jamacha Blvd. 262 P2713 PL-14-Inch ACP Pipeline Replacement, 640 Zone, SR125 Crossing and Orville Street 264 P2714 870 Reservoir Storage Bins 266 P2715 Replacement and Update of District’s Utility Network Framework 268 73 CIP No.CIP Project Title Page No. CIP Project Index R2028 RecPL – 8-in, 680 Zone, Heritage Road to Main Street 270 R2037 RecPL – 8-in, 680 Zone, Main Street/Otay Valley Road – Village 8W 272 R2038 RecPL – 8-in, 680 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon 274 R2047 RecPL – 12-in, 680 Zone, La Media Road - Birch/Main St 276 R2117 RWCWRF Disinfection System Improvements 278 R2121 Res - 944-1 Reservoir Cover/Liner Replacement 280 R2136 RecPL – 8-in, 680 Zone, Otay Valley Rd, SR 125 Bridge 282 R2137 RecPL - 8-in, 815 Zone, Hunte Parkway, SR 125 Bridge 284 R2146 Recycled Pipeline Cathodic Protection Improvements 286 R2148 Large Meter Replacement - Recycled 288 R2152 Recycled Water Meter Change-Out 290 R2153 Recycled Water Pressure Vessel Program 292 R2156 RecPL - 14-inch RWCWRF Effluent Force Main Improvements 294 R2157 RWCWRF Backwash Supply Pumps Upgrade 296 R2158 RWCWRF Stormwater Pond Improvements (R)298 R2159 RecPL - 16-Inch, 680 Zone, Olympic Parkway Recycled Pipeline Replacement 300 R2160 Recycled Water Field Equipment Capital Purchases 302 R2161 450-1R Reservoir Interior/Exterior Coating & Upgrades 304 R2162 Vehicle Capital Purchases - Recycled 306 R2163 450-1 RW Res Disinfection Injection Vault Renovation 308 R2164 450-1 RW Res Stormwater Improvements 310 R2165 Recycled HVAC Equipment Purchase 312 R2166 RWCWRF Effluent Pump Station Compressors 314 R2167 RecPL - 14-Inch, 927 Zone, Force Main Road Improvements and Erosion Repairs 316 R2168 Improve Fire Sprinkler Protection System at RWCWRF (R)318 R2169 Pump Station Equipment Replacement Program (R)320 R2172 RWCWRF - Tertiary Trough Replacement 322 S2012 San Diego County Sanitation District Outfall and RSD Outfall Replacement 324 S2024 Campo Road Sewer Main Replacement 326 S2043 RWCWRF Sludge Handling System 328 S2049 Calavo Basin Sewer Rehabilitation - Phase 2 330 S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 332 S2054 Calavo Basin Sewer Rehabilitation - Phase 3 334 S2060 Steele Canyon Pump Station Replacement 336 S2061 RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S)338 S2066 Rancho San Diego Basin Sewer Rehabilitation - Phase 3 340 S2069 Cottonwood Sewer Pump Station Renovation 342 S2071 San Diego Metro Wastewater Capital Improvements 344 S2072 RWCWRF Rotary Screen Replacement 346 S2074 RWCWRF Stormwater Pond Improvements (S)348 S2076 RWCWRF Grit Chamber Improvements 350 S2077 RWCWRF Blowers Renovation 352 S2078 Vehicle Capital Purchases - Sewer 354 S2079 Steele Canyon Rd Bridge 6-inch Sewer FM Renovation 356 S2080 Standby Power Renovations - Sewer 358 S2081 Improve Fire Sprinkler Protection System at RWCWRF (S)360 S2082 Sewer Manhole Rehabilitation Program 362 S2083 Sewer Lift Station Equipment Replacement Program 364 74 This page intentionally left blank 75 P2040Res - 1655-1 Reservoir 0.5 MG Jeff Marchioro 8/19/1992 P2642 & P2681 5 2 $7,300,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution Storage This project is for the construction of a 0.5-million-gallon Reservoir and approximately 1,500 feet of 12-inch pipeline to connect to the existing system at Presilla Drive. These improvements are located within the Rancho Jamul Estates area. JUSTIFICATION OF PROJECT: The project will increase both system reliability and service capabilities and provide improved fire protection for the Rancho Jamul Estates area within the 1655 Pressure Zone. The existing system is currently served by a Hydropneumatic Pump Station. The Board agreed they would build the Reservoir as part of an exchange for land in the early 2000's. COMMENTS: FY 2017 - In early 2000, the project was designed to 90%, and due to the economy, the project was put on hold. The overall budget was increased to account for the spending done prior to FY 2015. The project budget increased $1.2M after receiving a preliminary cost estimate from a concrete tank manufacturer and updating cost estimates from the estimate done in 2000. The concrete tank will have to be a Type I due to location and steep grades. Also, added updated costs for Reservoir security items. FY 2020 - Budget was increased $1.1M, based on current bidding costs. This is a pre-planning budget. FY 2021 - Revised budget with new estimate on tank, pipeline, and road construction. FY 2024 - Project budget adjusted from $5.75M to $7.3M to account for adjusted Brady 30% cost estimate. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $25 $150 $2,000 $2,000 $2,000 $7,300 PRIOR YEARS: TOTAL $1,120 OTAY WATER DISTRICT CAPITAL IMPROVEMENT PROGRAM 76 P2040 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2015 6/30/2027 4/1/2021 6/30/2027 $750 $600 PROJECT PHASE: 7/1/2024 6/30/2030 $5,950 PROJECT LOCATION:OWD Map Book:310 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:3/11/2024Beth Gentry 77 P2058PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road to Highway 94 Lito Santos 6/2/2021 P2171 5 2 $2,750,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission The first phase of this project is for the replacement of approximately 1,600 feet of existing 12-inch potable water pipeline within the 1296 Pressure Zone in Proctor Valley Road. This pipeline was identified in the 2015 Water Facilities Master Plan Update to be replaced with a 20-inch pipeline (P2058 and P2171). The first phase will replace the existing 12-inch pipeline starting at the end of an existing 12-inch PVC pipeline approximately 1,090 feet north of the Proctor Valley Road and Melody Road intersection with a 20-inch pipeline, approximately 1,600 feet in length to the Proctor Valley Road and Schlee Canyon Road intersection. Approximately eighteen (18) water services will be replaced with the first phase. Future phases will replace the balance of the existing pipeline north to Highway 94 and south to Melody Road. JUSTIFICATION OF PROJECT: This potable water pipeline was installed in 1962 and is nearing the end of its useful life. This section of pipe has been repaired three (3) times. In 2015, a water service connection break was repaired. Additional repairs were made in 2020 to fix a water service connection leak and, later in the same year, a pipeline leak. Other segments of this 1962-era pipe have also been repaired and are scheduled to be replaced with this project (see CIP P2171). COMMENTS: FY 2022 - The estimated annual cost for these two (2) pipelines (P2058 & P2171) is $50K/year ($1.25M+$2.5M/75 years). The actual annual cost for repairs and insurance claims for the last eleven (11) years has averaged $28K/year and has been as high as $162K per event. FY 2024 - Budget increased from $1.25M to $2.75M to reflect pipe size increase, steel pipe construction, and current material pricing. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%69%0%69% Expansion 31%0%0%0%31% TOTAL:31%0%69%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $205 $500 $800 $600 $325 $200 $2,750 PRIOR YEARS: TOTAL $120 78 P2058 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2021 6/30/2023 7/1/2023 6/30/2025 $25 $325 PROJECT PHASE: 7/1/2025 6/30/2030 $2,400 PROJECT LOCATION:OWD Map Book:204, 308 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:4/25/2024Jolene Fielding 79 P2171PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way to Melody Road Lito Santos 6/2/2021 P2058 5 2 $3,600,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for the replacement of approximately 2,100 feet of an existing 12-inch potable water pipeline within the 1296 Pressure Zone in Proctor Valley Road from Pioneer Way to Melody Road in Jamul. This pipeline was identified in the 2015 Water Facilities Master Plan Update to be replaced with a 20-inch pipeline (P2058). JUSTIFICATION OF PROJECT: This potable water pipeline was installed in 1962 and is nearing the end of its useful life. This section of pipe has been repaired three (3) times. In 2010, a water service connection break was repaired. Additional repairs were made in 2013 to fix a pipeline leak and in 2018 a pipeline break was repaired. Other segments of this 1962-era pipe have also been repaired and are scheduled to be replaced with this project (see P2058). COMMENTS: FY 2022 - The estimated annual cost for these two (2) pipelines (B-1 & B-2) is $50K/year ($1.25M+$2.5M/75 years). The actual annual cost for repairs and insurance claims for the last eleven (11) years has averaged $28K/year and has been as high as $162K per event. FY 2024 - Budget increased from $2.5M to $3.6M to reflect pipe size increases, steel pipe construction, and current material pricing. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $225 $500 $1,000 $755 $500 $500 $3,600 PRIOR YEARS: TOTAL $120 80 P2171 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2021 6/30/2023 7/1/2023 6/30/2024 $40 $375 PROJECT PHASE: 7/1/2024 6/30/2030 $3,185 PROJECT LOCATION:OWD Map Book:204 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 81 P2195PL - 24 - Inch, 640 Zone, Campo Road - Regulatory Site/Millar Ranch Lito Santos 6/2/2021 P2196, P2652, & P2658 5 3 $9,500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project will replace approximately 4,100 LF of existing 18-inch pipeline. The pipeline was identified in the 2015 Water Facilities Master Plan Update to be replaced with a 24-inch pipeline. JUSTIFICATION OF PROJECT: The potable water pipeline was installed in 1961 and is nearing the end of its useful life and provides the only supply of potable water to the Regulatory System in Jamul. Crossing of Sweetwater River results in a high construction cost than the standard normal installation pricing formula. COMMENTS: FY 2022 - The early planning phase will look at alternative alignments across the Sweetwater River and the environmental studies needed to support the project. The initial condition assessment work on the existing pipelines will determine the timing, scope, and necessity of the CIP. FY 2024 - Budget increased from $6.1M to $9.5M to reflect steel pipe construction, river crossing, and current material pricing. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 31%0%0%0%31% Replacement 0%0%69%0%69% TOTAL:31%0%69%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $50 $50 $100 $200 $200 $200 $840 PRIOR YEARS: TOTAL $40 82 P2195 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2021 6/30/2024 7/1/2024 6/30/2026 $70 $100 PROJECT PHASE: 7/1/2026 6/30/2031 $9,330 PROJECT LOCATION:OWD Map Book:331 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:3/7/2024Jolene Fielding 83 P2196PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump Station Lito Santos 6/2/2021 P2195, P2652, & P2658 5 3 $5,100,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project will replace approximately 2,500 LF of existing 18-inch pipeline. The pipeline was identified in the 2015 Water Facilities Master Plan Update to be replaced with a 24-inch pipeline. JUSTIFICATION OF PROJECT: The potable water pipeline was installed in 1961 and is nearing the end of its useful life and provides the only supply of potable water to the Regulatory System in Jamul. COMMENTS: FY 2022 - The early planning phase will look at alternative alignments across the Sweetwater River and the environmental studies needed to support the project. The initial condition assessment work on the existing pipeline will determine the timing, scope, and necessity of the CIP. FY 2024 - Budget increased from $3.72M to $5.1M to reflect steel pipe construction and current materials pricing. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 31%0%0%0%31% Replacement 0%0%69%0%69% TOTAL:31%0%69%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $50 $50 $100 $200 $200 $200 $840 PRIOR YEARS: TOTAL $40 84 P2196 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2021 6/30/2024 7/1/2024 6/30/2029 $70 $530 PROJECT PHASE: 7/1/2029 6/30/2031 $4,500 PROJECT LOCATION:OWD Map Book:331 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 85 P2228Res - 870-2 Reservoir 3.4 MG Jeff Marchioro P2563 2 1 $15,100,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is for construction of a 3.4-million-gallon (MG) Type 1 concrete reservoir. JUSTIFICATION OF PROJECT: The 3.4 MG volume was calculated from typical pressure zone storage requirements routinely estimated as part of the District's Water Facilities Master Plan (WFMP) revisions. The 3.4 MG volume accounts for the District's WFMP Update consultant (Hazen Sawyer) ultimate (year 2055) 870 Pressure Zone demand projections and conservation predictions. The 3.4 MG volume also accounts for actual 870 Pressure Zone peaking factors calculated by District Engineering staff utilizing historic data logs from a flow meter which monitors 870 Pressure Zone demand. The previous (2015) WFMP Update included an 870-2 Reservoir sized at 7 or 10 MG and designated as CIP P2228; however, the reservoir size has been optimized at 3.4 MG through the ongoing WFMP Update. The in-progress WFMP Update will reflect 3.4 MG. A second reservoir within the 870 Pressure Zone is also needed for redundancy. Maintenance work at the existing 870-1 Reservoir has previously been deferred because it is not currently feasible to isolate the existing 870-1 Reservoir considering that the 870 Pressure Zone serving Otay Mesa has evolved into a large and complex zone with highly variable demands. The 870 Pressure Zone is currently fed by a single reservoir (870-1 Reservoir) with no redundancy. Construction of the 870-2 Reservoir will enable the replacement of the 870-1 Reservoir floating cover and liner (CIP P2563). COMMENTS: FY 2025 - Budget increased from $11M to $15.1M accounting for: •change concrete tank specialty contractor budget estimate (+$1.3M) •repair subgrade and repave all existing access road in existing yard (+$330K) •add yard lighting and convenience outlets (+$60K) •add existing yard gate automation (+$20K) •add remote control function to altitude valve (+$15K) •existing building improvements (demo of existing abandoned equipment, replace existing panel) (+$35K) •other refinements to consultant's previous construction cost estimate (+$1.5M) •consultant 15% contingency added to construction items listed above (+$490K) •increase steel pipe unit cost due to pipe manufacturer going out of business (+$300K) •consultant design fee changes (+$50K) FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 31%0%0%0%31% Betterment ID 22 0%69%0%0%69% TOTAL:31%69%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1,000 $5,000 $4,000 $2,175 $1,600 $500 $15,100 PRIOR YEARS: TOTAL $825 86 P2228 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2023 6/30/2024 7/1/2024 12/31/2024 $220 $600 PROJECT PHASE: 1/1/2025 6/30/2030 $14,280 PROJECT LOCATION:OWD Map Book:055 2025 2026 2027 2028 2029 2030 Total $1 $1 $1 $1 $1 $1 $6 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:6/28/2024Beth Gentry 87 P2282Vehicle Capital Purchases Doug Rahders 6/3/1996 R2162 & S2078 0 1 $12,000,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General This project is for the capital purchase of various vehicles for daily Otay Water District functions. JUSTIFICATION OF PROJECT: Replacements or newly acquired vehicles will be used for operational and administrative functions throughout the entire Otay Water District. COMMENTS: FY 2019 - Overall budget increased from $5,491K to $5,928K to reflect extension of CIP another year and FY 2019 budget from $240K to $520K. FY 2022 - Two (2) new CIPs were created for Recycled Water and Sewer. The dollar amounts in the CIP for Potable Water vehicle capital purchases were adjusted lower to match the dollar amounts added to the Recycled Water and Sewer vehicle capital purchase CIPs. FY 2024 - Production delays for vehicles ordered in FY 2022 ($309.4K) and FY 2023 ($602K) will be delivered to the District in FY 2024 and are included in the total FY 2024 budget of $1,814K. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%10%0%0%10% Replacement 0%0%90%0%90% TOTAL:0%10%90%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1,261 $1,197 $370 $700 $665 $800 $11,852 PRIOR YEARS: TOTAL $6,859 88 P2282 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 12/1/2000 6/30/2032 $12,000 $0 PROJECT PHASE: $0 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/23/2024Beth Gentry 89 P2286Field Equipment Capital Purchases Doug Rahders 6/3/1996 R2160 & S2075 0 1 $3,572,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General This project is for capital purchases of various pieces of field equipment used for daily Otay Water District functions. JUSTIFICATION OF PROJECT: Replacements or new acquisitions of field equipment will be used for operational functions throughout the entire Otay Water District. COMMENTS: FY 2019 - Budget increased from $1.746M to $2.25M to reflect equipment purchase increases in FY 2019 and FY 2020. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $170 $125 $130 $400 $140 $70 $3,572 PRIOR YEARS: TOTAL $2,537 90 P2286 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/1996 6/30/2032 $3,500 $0 PROJECT PHASE: $0 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 91 P2405PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road Lito Santos 5/23/2016 P2553 2 1 $1,000,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution This project is for the construction of a Pressure Reducing Station (PRS) between the 624/340 Pressure Zone near the intersection of Otay Valley Road/Main Street and Heritage Road. JUSTIFICATION OF PROJECT: This will provide a redundant service connection to the 340 Pressure Zone. The current pipeline is an environmentally sensitive area and not in the street. CIP P2553 will install a new pipe and allow redundant delivery through the proposed Heritage Road Bridge replacement. COMMENTS: FY 2020 - Approximately 1,200 linear feet (LF) of 12-inch PVC pipe (at $62/Inch/LF) and $600K for the PRS with SCADA communication is the basis for the $1.5M budget. FY 2024 - Budget decreased from $1.5M to $1.0M to reflect piping being installed under CIP P2553 and PRS cost increases. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $25 $475 $200 $150 $50 $35 $1,000 PRIOR YEARS: TOTAL $65 92 P2405 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2016 6/30/2017 7/1/2017 11/8/2024 $5 $75 PROJECT PHASE: 11/9/2024 6/30/2030 $920 PROJECT LOCATION:OWD Map Book:51 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 93 P2451Otay Mesa Desalination Conveyance and Disinfection System Beth Gentry 5/23/2006 P2083 2 3 $35,700,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Supply (Commodity/Demand) The Otay Water District (District) could potentially receive a potable water supply source from the planned Rosarito Desalination Facility via a conveyance system, pumping facilities, and disinfection system. JUSTIFICATION OF PROJECT: The concept could provide for an independent water source to the District. COMMENTS: FY 2007 - Original Budget amount approved 5/23/2006 for $1M. FY 2009 - Budget increase approved 6/25/2008 to $5M. FY 2010 - Budget increase approved 5/21/2009 to $30M. FY 2020 - After discussions with DDW in May 2013, UV disinfection was estimated to cost $3.7M. Updating this estimate to January 2019, the cost of UV is estimated to cost $4.3M. A Pump Station is not expected to be required since the HGL needed to pump from Rosarito to the border will exceed the elevation of District facilities. The conveyance pipeline is estimated to be 21,100 linear feet (LF). A 24-inch pipeline could convey 12 MGD and at $62/Inch/LF will cost $31.4M. Updating these estimates to January 2019, the cost was increased to $35.7M ($4.3M for UV and $31.4M for Conveyance Pipeline). FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%69%0%0%69% Expansion 31%0%0%0%31% TOTAL:31%69%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $5 $5 $5 $100 $100 $4,043 PRIOR YEARS: TOTAL $3,823 94 P2451 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2006 6/30/2028 7/1/2028 6/30/2030 $3,844 $4,256 PROJECT PHASE: 7/1/2030 6/30/2034 $27,600 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 95 P2460I.D. 7 Trestle and Pipeline Demolition Beth Gentry 5/23/2016 1 1 $901,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for the steel trestle demolition and removal of a pipeline. The 1960's steel trestle 24-inch pipeline crossing of Otay River was replaced by the Central Area and Otay Mesa Interconnection Pipeline in 2001. The trestle also carries a high pressure gas line that supplies the 870-1 Pump Station that prevented the trestle from being demolished previously. SDG&E abandoned this gas line in 2017 and replaced it with a feed from the south. JUSTIFICATION OF PROJECT: The existing pipeline is no longer in service and should be removed to address liability concerns. The pipeline runs over a canyon and there are concerns that unauthorized individuals could gain access. The pipeline is in an environmentally sensitive area and becoming increasingly difficult to access. The Central Area - Otay Mesa Interconnection Pipeline supplies water to the Otay Mesa System. COMMENTS: FY 2019 - Demolition of the trestle has been delayed until the completion of the 870-2 Pump Station Replacement project to avoid area access conflicts. This also provides time for an environmental study ($100K) to be prepared for the project starting Spring 2020 and assess potential site access concerns. FY 2021 - Assumptions of road improvements to the site and environmental monitoring have been made for budget purposes. Due to limited access during breeding seasons, construction duration is expected to be two (2) years. FY 2023 - Additional environmental surveys and permitting with the City of Chula Vista will delay the construction until FY 2024. FY 2024 - Budget increased from $750K to $900K to account for additional environmental work performed and anticipated during demolition work including hazardous materials handling. Also, early 2023 storms have degraded the access roads to the site greatly requiring additional funds to address this issue. Demolition will be in FY 2025 for adequate time to obtain City of Chula Vista agreements for Right-of-Entry and Grading. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $50 $225 $300 $50 $9 $0 $901 PRIOR YEARS: TOTAL $267 96 P2460 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2016 8/31/2020 9/1/2020 6/30/2023 $10 $240 PROJECT PHASE: 7/1/2023 6/30/2030 $650 PROJECT LOCATION:OWD Map Book:71 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:6/28/2024Beth Gentry 97 P2516PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage Jeff Marchioro 5/23/2016 3 3 $1,200,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution This project is for construction of approximately 1,250 feet of 12-inch ACP pipeline in Jamacha Road and Osage Drive in the 640 Pressure Zone. The typical lifespan is on the order of eighty-five (85) years. For prioritization of this project, a condition assessment is recommended. JUSTIFICATION OF PROJECT: The existing 1958 era pipelines are located in easements in the side yards of homes. This is undesirable for maintenance and disruption to neighbors. This project will relocate the pipeline from yards to the right of way. COMMENTS: FY 2020 - Project budget increased from $900K to $1M to reflect current $62/inch/ft CIP level unit pricing. FY 2025 - Project budget increased from $1M to $1.2M to reflect current $80/inch/ft CIP level unit pricing. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $125 $400 $390 $280 $0 $1,200 PRIOR YEARS: TOTAL $0 98 P2516 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2025 7/1/2025 6/30/2026 $80 $125 PROJECT PHASE: 7/1/2026 6/30/2029 $995 PROJECT LOCATION:OWD Map Book:301 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:3/7/2024Beth Gentry 99 P2521Large Meter Vault Upgrade Program Andrea Carey 5/16/2011 0 1 $710,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Meters and Services This project is for the retrofit and upgrade of approximately fifty (50) large meter vaults to either above ground conditions or eliminate the confined space depth. JUSTIFICATION OF PROJECT: The existing large meters are installed in below grade vaults, which creates increased costs and requires extra precautions for safety due to confined space requirements. Some of the existing below grade systems are subject to flooding and create corrosive environments. COMMENTS: FY 2021 - Project has been replacing and upgrading meter vaults since FY 2017, with completion expected in FY 2025. FY 2024 - Project budget increased from $620K to $710K as the cost of meters has increased in the last three (3) years. FY 2025 - Vaults continue to age and require upgrades and replacement so money should be programmed in the budget each year. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $49 $40 $40 $25 $40 $40 $710 PRIOR YEARS: TOTAL $476 100 P2521 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 8/1/2011 6/30/2030 7/1/2014 6/30/2030 $220 $60 PROJECT PHASE: 8/1/2016 6/30/2030 $430 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Beth Gentry 101 P25331200-1 Reservoir Interior & Exterior Coating Lito Santos 6/3/2015 5 2 $1,275,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is for the interior and exterior coatings of the 1200-1 Reservoir. In addition, an assessment of the facility will be accomplished to evaluate updated and applicable codes and OSHA standards. JUSTIFICATION OF PROJECT: Based upon the 2011 Cathodic Assessment Report, the 1200-1 Reservoir interior and exterior coatings are recommended for replacement. COMMENTS: FY 2018 - Budget increased from $565K to $810K to reflect latest bid results and include structural improvements required on many tanks recently recoated. FY 2020 - Updated budget for current bidding climate and increased material costs. FY 2021 - Budget increased as a result of latest bids received. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $45 $25 $19 $0 $0 $0 $1,275 PRIOR YEARS: TOTAL $1,186 102 P2533 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 6/1/2016 7/31/2017 8/3/2017 10/30/2020 $25 $75 PROJECT PHASE: 11/2/2020 6/30/2027 $1,175 PROJECT LOCATION:OWD Map Book:369 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:3/7/2024Beth Gentry 103 P2543850-1 Reservoir Interior/Exterior Coating Lito Santos 6/3/2015 3 2 $1,270,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is for the interior and exterior coatings of the 850-1 Reservoir. In addition, an assessment of the facility will be accomplished to evaluate updated and applicable codes and OSHA standards. JUSTIFICATION OF PROJECT: Based upon the current Cathodic Assessment Report, the interior and exterior coatings on the 850-1 Reservoir are recommended for replacement. COMMENTS: FY 2018 - Budget increased from $575K to $875K to reflect recent bid prices and anticipated structural repairs that have been encountered on many of the tanks recently recoated. FY 2020 - Updated budget for current bidding climate and increased material costs. FY 2021 - Updated budget for current bidding climate, reflect recent bid prices, and increased material costs. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $5 $5 $40 $45 $0 $1,205 PRIOR YEARS: TOTAL $1,105 104 P2543 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 1/2/2018 7/28/2019 7/31/2019 10/31/2019 $25 $75 PROJECT PHASE: 11/1/2019 6/30/2029 $1,170 PROJECT LOCATION:OWD Map Book:304 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:6/28/2024Beth Gentry 105 P2553Heritage Road Bridge Replacement and Utility Relocation Lito Santos 6/3/2015 P2405 2 2 $5,050,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution The existing 16-inch potable water pipeline to North Island Credit Union Amphitheatre (formerly known as Sleep Train Amphitheatre) and Sesame Place (formerly known as Aquatica San Diego), a SeaWorld Parks and Entertainment water park, was built under the Otay River. The City of Chula Vista is planning to replace the Heritage Road Bridge (Project No. STM-364). The Otay Water District (District) has requested the City to reserve room in the bridge for a 16-inch steel pipeline for potable water use and an 8-inch pipeline for future recycled water use. In addition to the bridge crossing, approximately 1,600 linear feet of 16-inch potable water pipeline is required. An existing 16-inch ACP pipeline in Otay River will be abandoned or converted to recycled water use. JUSTIFICATION OF PROJECT: A new bridge crossing of the Otay River at Heritage Road provides an opportunity for the District to relocate a pipeline out of the river into a more secure location and also provides an economical way to build a recycled water pipeline to these commercial customers. The current pipeline is in an environmentally sensitive area. The timing of the project will coincide with the City of Chula Vista's construction. COMMENTS: FY 2016 - Budget increased from $1.2M to $1.43M to reflect latest projected costs and scope of work. FY 2020 - Budget increased for 3,000 linear feet (LF) of 16-inch PVC pipe and 700 LF of 8-inch PVC (recycled) (at $62/inch/LF) is the basis for the $3.5M budget. FY 2021 - Budget increased to $5.05M to reflect cost increases for similar bridge pipeline projects. FY 2025 - No change in budget. Chula Vista is projecting the project to get awarded in FY 2025. The invoice processing is expected in FY 2026 at which time the full amount for the design fees and bid amount will be invoiced. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $25 $4,000 $725 $0 $0 $0 $5,050 PRIOR YEARS: TOTAL $300 106 P2553 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2014 12/30/2016 1/2/2017 11/8/2024 $80 $420 PROJECT PHASE: 11/9/2024 6/30/2027 $4,550 PROJECT LOCATION:OWD Map Book:50 & 51 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 107 P2563Res - 870-1 Reservoir Improvements Jeff Marchioro 6/3/2015 P2228, P2083, & P2666 2 2 $4,445,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is for the replacement of the existing membrane floating cover and liner with a new membrane system. The project also includes lowering the existing reservoir 30-inch inlet pipe. JUSTIFICATION OF PROJECT: The existing 1988 era membrane floating cover and liner have reached the end of their useful lives and require replacement to meet regulatory requirements. The existing reservoir inlet pipe has hydraulic challenges since the reservoir is normally operated below an existing high point in the existing inlet pipe. Lowering the existing reservoir pipe will enable the existing 870-1 and future 870-2 reservoirs to fill evenly. Lowering the existing reservoir inlet pipe will also improve operational flexibility to isolate reservoir outlet piping. COMMENTS: FY 2022 - Project budget adjusted from $2.70M to $3.50M. This includes $100K increase for planning of temporary and/or permanent 870 Pressure Zone improvement alternatives to support this CIP. FY 2023 - Project budget adjusted from $3.5M to $5.7M. This includes changes associated with small reservoir (from temporary bolted steel to permanent Type 1 concrete, changing back from 0.5MG to 0.3MG), yard piping improvements such as separate inlet and outlet piping, and plumbing overflow drain piping to existing 870-1 Reservoir drain headwall. FY 2024 - Project budget adjusted from $5.7M to $3.5M since a new CIP was created for the 870-2 sized at 3.4MG. The 0.3 MG Type I concrete tank and 870-2 PS retrofit with VFD driven pump was also removed from this CIP. FY 2025 - Budget increased from $3.5M to $4.45M accounting for - 1) repair sub grade and add repaving existing reservoir perimeter road (+$150K), 2) add yard lighting and convenience outlets (+$60K), 3) add remote control function to altitude valve (+$15K), 4) existing perimeter road gate automation(+$20K), 5) other refinements to previous construction cost estimate (+$265K), 6) consultant 15% contingency added to construction items listed above (+$80K), 7) increase steel pipe unit cost due to pipe manufacturer going out of business (+$40K), 8) consultant design fee changes (+$70K), 9) 2/14/2024 updated budget estimate from floating cover contractor, Layfield (+$250K). FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%30%0%30% Betterment ID 22 0%70%0%0%70% TOTAL:0%70%30%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $10 $10 $1,700 $1,445 $1,000 $80 $4,445 PRIOR YEARS: TOTAL $200 108 P2563 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2015 6/30/2022 7/1/2022 12/31/2024 $75 $125 PROJECT PHASE: 1/1/2025 6/30/2030 $4,245 PROJECT LOCATION:OWD Map Book:55 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 109 P25671004-2 Reservoir Interior/Exterior Coating & Upgrades Lito Santos 6/3/2015 3 3 $1,375,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is for the interior and exterior coatings of the 1004-2 Reservoir. In addition, an assessment of the facility will be accomplished to evaluate updated and applicable codes and OSHA standards. JUSTIFICATION OF PROJECT: Based upon the 2013 Cathodic Assessment Report, the 1004-2 Reservoir interior and exterior coatings are recommended for replacement. COMMENTS: FY 2018 - Budget increased from $565K to $905K to reflect recent bid prices and anticipated structural repairs that have been encountered on many of the tanks recently recoated. FY 2020 - Updated budget for current bidding climate and increased material costs. FY 2021 - Budget increased $185K to $1,150K. Recent bids for similar projects have noted increases in materials and labor costs. FY 2023 - Budget increased from $1,150K to $1,275K. FY 2024 - Budget increased $100K to $1,375K as a result of increases in materials and labor costs. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $12 $10 $10 $0 $0 $0 $1,375 PRIOR YEARS: TOTAL $1,343 110 P2567 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 1/4/2018 3/30/2022 4/1/2022 10/5/2022 $200 $300 PROJECT PHASE: 10/6/2022 6/30/2027 $875 PROJECT LOCATION:OWD Map Book:316 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:3/7/2024Beth Gentry 111 P2571Data Center Network Data Storage and Infrastructure Enhancements Michael Kerr 6/3/2015 0 2 $530,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General This project is for the replacement and enhancement of the infrastructure components for the Data Center Network. JUSTIFICATION OF PROJECT: Data Center Network infrastructure upgrade plans for enhancements and replacements. Some of the components that support the Otay Water District’s (District) business operations require upgrades and/or replacements. The District’s data Storage Area Network (SAN) is reaching its end of serviceable life. The Tegile Manufactured System's SAN will not be supported as of Fiscal Year 2020 and requires replacement. Additional components of the Data Center will also require extensive upgrades. Most of the hardware was replaced in 2014 and based on industry standards of a four (4) - six (6) year replacement refresh cycle, will need to be upgraded or replaced. The aging devices/hardware expose the District to the threat of unsupported infrastructure and new replacements would be costly. The District's operations depend on these components for business continuity and service reliability. COMMENTS: FY 2020 – Updated request for funding for current CIP. Based on internal discussion with team members and project deployment, an increase of $250K for additional funding is requested: P2571 – Data Center Network Storage and Infrastructure Enhancements (+$40K additional for FY 2020) · FY 2021 – (+$260K) - this increase will support the continued efforts for the replacement of the District’s current Storage Hardware and associated equipment. · FY 2022 – (+$30K) - this increase will support the District’s core network hardware devices and associated equipment. FY 2021 - Revised distribution: FY 2021=$130K; FY 2022=$130K; FY 2023=$30K FY 2023 - Increase project budget from $450K to $530K to complete upgrades. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $25 $25 $0 $0 $0 $0 $530 PRIOR YEARS: TOTAL $480 112 P2571 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2018 6/30/2026 $530 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:3/7/2024Beth Gentry 113 P2572Enterprise Resource Planning (ERP) Replacement Michael Kerr 6/3/2015 0 2 $795,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General Staff embarked on both an RFI for the Utility Billing System and an upgrade path from Tyler Eden to Tyler Munis for the organization’s Financial Record keeping and management. JUSTIFICATION OF PROJECT: Currently, Tyler Eden is due to sunset March 1, 2027. The project timeline for the Financial (ERP) path is 18 to 24 months in duration. COMMENTS: FY 2017 - Staff will start the discovery process in FY 2020 to identify possible alternatives for a new system. Given the history of the current solution, Eden, staff anticipates that FY 2021 will be appropriate for a replacement. In FY 2021, the District will have been utilizing the Eden financials for over fifteen (15) years. In the interim, staff will conduct research based on the District's current technology infrastructure for best fit for conversion of historical data, proper workflow and security, and templates for utility billing and invoicing. FY 2019 - Staff will start the discovery process in FY 2020 to include needs assessment and evaluation of the District’s current Financial Management solution. The ERP assessment will provide information needed to function effectively and to decide if the current system is meeting the District’s business needs. Staff anticipates the assessment conducted will measure current District operational strategies, business processes, and identify opportunities for margin improvement and risk reduction. Post assessment, the selected vendor will produce a road map showing areas of potential improvement through planning, service, and quality, and align with the District’s strategy and goals. FY 2020 - The original budget for FY 2019 was $0.5M and was increased on 2/4/19 to $1.6M. The increase in budget is a result in the change in scope from a short-term replacement to a long-term replacement over many years. FY 2024 - Staff embarked on both an RFI for the Utility Billing System and an upgrade path from Tyler Eden to Tyler Munis for the organization’s Financial Record keeping and management. Annual costs will be shifted to the operating budget and the CIP budget lowered to $795K. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $130 $250 $230 $135 $0 $0 $795 PRIOR YEARS: TOTAL $50 114 P2572 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2021 6/30/2028 $795 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $175 $175 $175 $175 $175 $175 $1,050 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 115 P2578PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 GPM Jeff Marchioro 5/23/2016 P2473 1 2 $8,000,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Pumping This project is for the construction of a new Pump Station to expand the existing Pump Station from the current capacity of 10,000 GPM to at least 14,000 GPM. New facilities will be designed for simplifying future replacement of the existing Pump Station. JUSTIFICATION OF PROJECT: The existing Pump Station was de-rated in 2010 to resolve vibration and cavitation issues. The current Pump Station is not capable of meeting the required flow rates for daily demands that are anticipated to meet growth in Villages 4, 8, 9, and 3. The timing of this project coincides with the related development. A review of the existing Pump Station indicates it is not at the end of its life expectancy. The Pump Station can be incorporated into an expansion as there is adequate space at the site to facilitate the project. COMMENTS: FY 2021 - Project budget increased from $13M to $16M to reflect current pricing. FY 2022 - Project budget decreased from $16M to $8M as scope of work changed to reflect a minimum 4,000 GPM expansion. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%69%0%69% Betterment ID 22 0%31%0%0%31% TOTAL:0%31%69%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $60 $285 $400 $400 $400 $400 $2,000 PRIOR YEARS: TOTAL $55 116 P2578 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2021 6/30/2022 10/1/2021 9/30/2026 $85 $500 PROJECT PHASE: 10/1/2026 6/30/2035 $7,415 PROJECT LOCATION:OWD Map Book:114 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 117 P2584Res - 657-1 and 657-2 Reservoir Demolitions Jeff Marchioro 5/23/2016 3 2 $720,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is to incorporate the existing 657 Pressure Zone into the 640 Pressure Zone, abandon and demolish the two (2) 657 Reservoirs, and modify associated 657 Zone Pressure Reducing Stations in the La Presa area. JUSTIFICATION OF PROJECT: Eliminating the existing 657 Pressure Zone will simplify operations, reduce operating cost, and improve reliability. These facilities are no longer necessary and the demolishing will coordinate with the timing of the current coating replacements. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $25 $35 $60 PRIOR YEARS: TOTAL $0 118 P2584 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 12/31/2026 12/31/2030 1/1/2030 6/30/2031 $35 $35 PROJECT PHASE: 7/1/2031 6/30/2032 $650 PROJECT LOCATION:OWD Map Book:303 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:3/7/2024Beth Gentry 119 P2593458-1 Reservoir Interior/Exterior Coating & Upgrades Lito Santos 5/23/2016 2 2 $1,050,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is for the interior and exterior coatings of the 458-1 Reservoir. In addition, an assessment of the facility will be accomplished to evaluate updated and applicable codes and OSHA standards. JUSTIFICATION OF PROJECT: Based upon the 2013 Cathodic Assessment Report, the 458-1 Reservoir interior and exterior coatings are recommended for replacement. COMMENTS: FY 2020 - Updated budget for current bidding climate and increased material costs. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $45 $20 $20 $5 $0 $0 $1,050 PRIOR YEARS: TOTAL $960 120 P2593 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 2/1/2021 4/30/2021 5/1/2021 9/30/2021 $15 $65 PROJECT PHASE: 10/1/2021 7/30/2028 $970 PROJECT LOCATION:OWD Map Book:66 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:3/7/2024Beth Gentry 121 P2594Large Meter Replacement Andrea Carey 5/23/2016 0 1 $910,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Meters and Services This project is for the replacement of water meters 3-inch or larger. JUSTIFICATION OF PROJECT: Of the 219 large meters in the ground, 105 are no longer repairable and must be replaced. Through FY 2020, a majority of the meters have been replaced under this CIP. Staff has identified six (6) meters that will be replaced in 2020 and has revised the CIP budget to include these. Large meters typically have a life cycle of five (5) to seven (7) years. Based on prior replacements, staff anticipates another round of replacements beginning in FY 2024. This includes three (3) 10-inch meters (approximately $20K each). COMMENTS: FY 2023 - Increase budget from $690K to $730K to replace additional meters; project expenditures at this time have reached $495K. FY 2024 - Increased budget from $730K to $815K as the cost of meters has increased in the last three (3) years. FY 2025 - Meters changed in FY 2015-2019 will start to need to be replaced plus we have large temporary meters that are over 15 years old that need replacement and meter prices have increased, which increased overall costs for each year. The total budget increased from $815,000 to $910,000. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $60 $60 $60 $50 $40 $20 $910 PRIOR YEARS: TOTAL $620 122 P2594 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2016 6/30/2029 7/1/2016 6/30/2030 $10 $10 PROJECT PHASE: 7/1/2016 6/30/2030 $890 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 123 P2595PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way Kevin Cameron 5/23/2005 P2403 2 2 $336,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for construction of approximately 1,200 feet of 16-inch pipeline within the 624 Pressure Zone (PZ) in Heritage Road between Main Street to Energy Way. This project will be constructed by the developer and is subject to reimbursement per Board policy. The budget reflects the upsizing of the developer required 12-inch water line to a 16-inch water line requested by the Otay Water District for transmission capabilities within the 624 PZ. JUSTIFICATION OF PROJECT: This project will provide transmission capacity for development of Otay Ranch and other areas within the 624 PZ. COMMENTS: This is a developer driven project. FY 2024 - Budget increased from $150K to $336K to reflect projected higher materials and installation costs since originally estimated. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 100%0%0%0%100% TOTAL:100%0%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $101 $100 $100 $35 $0 $0 $336 PRIOR YEARS: TOTAL $0 124 P2595 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2024 6/30/2028 $336 PROJECT LOCATION:OWD Map Book:82 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 125 P2596PL – 16-inch, 624 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon Kevin Cameron P2595, R2028, & R2038 2 2 $900,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for construction of approximately 3,220 feet of 16-inch pipeline within the 624 Pressure Zone (PZ) in Village 3N in Main Street east of Heritage Road. JUSTIFICATION OF PROJECT: Project development requires a 12-inch pipeline to service the area, the District is covering the upgrade to a 16-inch pipeline to provide transmission capabilities to the other parts of the 624 PZ. COMMENTS: FY 2024 - This is a developer driven project. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 100%0%0%0%100% TOTAL:100%0%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $1 $2 $396 $500 $0 $900 PRIOR YEARS: TOTAL $0 126 P2596 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2024 6/30/2029 $900 PROJECT LOCATION:OWD Map Book:051 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 127 P2598PL-16-Inch, 624 Zone, Village 8W – Main St, La Media/Village 4 Kevin Cameron P2599, R2037, R2047, & R2137 2 2 $280,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for construction of approximately 1,000 feet of 16-inch pipeline within the 624 Pressure Zone (PZ) in Village 8W in Main Street from La Media Road to Village 4. JUSTIFICATION OF PROJECT: Project development requires a 12-inch pipeline to service the area, the District is covering the upgrade to a 16-inch pipeline to provide transmission capabilities to the other parts of the 624 PZ. COMMENTS: FY 2024 - This is a developer driven project. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 100%0%0%0%100% TOTAL:100%0%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $1 $13 $45 $220 $0 $280 PRIOR YEARS: TOTAL $0 128 P2598 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2024 6/30/2029 $280 PROJECT LOCATION:OWD Map Book:068 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 129 P2599PL-16-Inch, 624 Zone, Village 8W- Otay Valley Rd, School/Village 8E Kevin Cameron P2598, R2037, R2047, & R2137 2 3 $500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for construction of approximately 900 feet of 16-inch pipeline within the 624 Pressure Zone (PZ) in Village 8W in Otay Valley Road to the Village 8E property line. JUSTIFICATION OF PROJECT: Project development requires an 8-inch pipeline to service the area, the District is covering the upgrade to a 16-inch pipeline to provide transmission capabilities to the other parts of the 624 PZ. COMMENTS: FY 2024 - This is a developer driven project. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 100%0%0%0%100% TOTAL:100%0%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $1 $1 $147 $350 $0 $500 PRIOR YEARS: TOTAL $0 130 P2599 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2024 6/30/2029 $500 PROJECT LOCATION:OWD Map Book:052 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 131 P2602PL - 16-inch, 624 Zone, Otay Valley Road, SR 125 Bridge Kevin Cameron P2580 & P2603 2 3 $280,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for construction of approximately 500 feet of 16-inch pipeline within the 624 Pressure Zone (PZ) in the Otay Valley Road bridge over SR 125. JUSTIFICATION OF PROJECT: Project development requires a 12-inch pipeline to service the area, the District is covering the upgrade to a 16-inch pipeline to provide transmission capabilities to the other parts of the 624 PZ. Installations in bridges are estimated at a higher cost per inch per foot. COMMENTS: FY 2024 - This is a developer driven project. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 100%0%0%0%100% TOTAL:100%0%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $1 $2 $126 $150 $0 $280 PRIOR YEARS: TOTAL $0 132 P2602 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2024 6/30/2029 $280 PROJECT LOCATION:OWD Map Book:069 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 133 P2603PL - 16-inch, 711 Zone, Hunte Parkway, SR 125 Bridge Kevin Cameron P2580 & P2602 2 3 $340,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for construction of approximately 600 feet of 16-inch pipeline within the 711 Pressure Zone (PZ) in the Hunte Parkway bridge over SR 125. JUSTIFICATION OF PROJECT: Project development requires a 12-inch pipeline to service the area, the District is covering the upgrade to a 16-inch pipeline to provide transmission capabilities to the other parts of the 624 PZ. Installations in bridges are estimated at a higher cost per inch per foot. COMMENTS: FY 2024 - This is a developer driven project. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 100%0%0%0%100% TOTAL:100%0%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $1 $2 $136 $200 $0 $340 PRIOR YEARS: TOTAL $0 134 P2603 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2024 6/30/2029 $340 PROJECT LOCATION:OWD Map Book:069 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 135 P2608PL - 8-inch, 850 Zone, Coronado Avenue, Chestnut/Apple Lito Santos 5/24/2017 3 2 $1,820,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution The project will improve fire flows on this section of water line by increasing the size of the pipeline. The preferred alternative is to replace the existing water line with about 1,300 feet of a higher pressure rated 8-inch pipeline and provide individual residential pressure reducing valves (PRVs). 1,300 feet is the length needed to replace this section of Coronado Avenue. JUSTIFICATION OF PROJECT: Improved fire flow is recommended on the existing water line in the 657 Pressure Zone. Moving this portion of the water system to a higher-pressure zone will resolve this issue. COMMENTS: FY 2018 - Recommendation to improve fire flow made during modeling of moving the 657 PZ to the 640 PZ. FY 2020 - 1,300 linear feet (LF) of replacement and 300 LF of new 8-inch PVC pipe (at $62/inch/LF) extended outreach, new PRVs is the basis for the $820K budget. FY 2021 - The construction contract for the first phase was awarded by the Board on 3/11/2020 and the staff report for the award of Phase I noted a budget increase for Phase II would be made during the FY 2021 budget process. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $65 $65 $800 $455 $10 $0 $1,820 PRIOR YEARS: TOTAL $425 136 P2608 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2017 6/30/2020 7/1/2020 6/30/2024 $25 $405 PROJECT PHASE: 7/1/2024 6/30/2029 $1,390 PROJECT LOCATION:OWD Map Book:303 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 137 P2609PL - 8-inch, 1004 Zone, Eucalyptus Street, Coronado/Date/La Mesa Lito Santos 5/24/2017 3 2 $2,100,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution Replace existing water line through easement along Eucalyptus Street with 1,600 feet of new 8-inch water line along Coronado Avenue, Date Street, and La Mesa Avenue. JUSTIFICATION OF PROJECT: Existing water line through easement along Eucalyptus Street is inaccessible, old, and has experienced leaks. Without this water line, fire flows in the area are below recommended rates. The current pipeline in this area is failing. The recommended length is needed to adequately serve the homes currently served by the failing pipe. COMMENTS: FY 2020 - 1,600 linear feet (LF) of new 8-inch PVC pipe (at $62/inch/LF) and extended outreach is the basis for the $800K budget. FY 2021 - A budget increase of $500K was approved for Phase I by the Board on 3/11/2020 and the staff report for the award of the first phase noted a budget increase for Phase II would be made during the FY 2021 budget process. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $25 $100 $500 $300 $20 $0 $2,100 PRIOR YEARS: TOTAL $1,155 138 P2609 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2018 6/30/2019 7/1/2019 3/31/2020 $25 $225 PROJECT PHASE: 4/1/2020 6/30/2029 $1,850 PROJECT LOCATION:OWD Map Book:317 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:1/28/2024Beth Gentry 139 P2611Quarry Road Bridge Replacement and Utility Relocation Beth Gentry 5/24/2017 3 3 $3,600,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution Replace existing water main crossing with new bridge construction. JUSTIFICATION OF PROJECT: New bridge construction requires replacement of the water main. COMMENTS: FY 2020 - Added $300K for temporary bypass during construction and used current bidding rates. FY 2021 - The County design is at 70%, but the County has put this project on hold to look at additional alternative designs. FY 2022 - The County's design is at 70%, but the County is delaying the project and looking at alternative designs per a request from Supervisor Jacobs. Moved budget into future years. FY 2025 - The County is planning for R/W appraisal/acquisition in FY 2025 and Construction in FY 2026. The City's drawings require 1-2 more rounds of review, more if there is a significant change in the County's design of the bridge. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $1 $1 $1 $125 $25 $154 PRIOR YEARS: TOTAL $0 140 P2611 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2017 6/30/2024 7/1/2024 6/30/2027 $126 $4 PROJECT PHASE: 7/1/2028 8/31/2030 $3,470 PROJECT LOCATION:OWD Map Book:197 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 141 P2612PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Road Beth Gentry 5/24/2017 4 1 $1,250,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution Replacement of approximately 275 linear feet of existing 12-inch water line located in a steep slope easement with a new water line located within right-of-way. JUSTIFICATION OF PROJECT: The pipe has experienced leaks and needs to be replaced. A 12-inch water line is needed to meet flow requirements and will remain in the same alignment. COMMENTS: FY 2021 - Budget amount revised to reflect full replacement with CML&C pipe. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $50 $50 $50 $0 $0 $0 $1,050 PRIOR YEARS: TOTAL $900 142 P2612 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2017 6/30/2019 7/1/2019 12/31/2020 $20 $230 PROJECT PHASE: 1/1/2021 6/30/2027 $1,000 PROJECT LOCATION:OWD Map Book:096 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:6/28/2024Beth Gentry 143 P2614485-1 Reservoir Interior/Exterior Coating Lito Santos 5/24/2017 4 3 $1,375,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is for the interior and exterior coatings of the 485-1 Reservoir. In addition, an assessment of the facility will be accomplished to assure compliance to all applicable codes and OSHA standards. JUSTIFICATION OF PROJECT: Based upon the current Cathodic Assessment Report, the interior and exterior coatings on the 485-1 Reservoir are nearing the end of their useful lives and are in need of replacement. COMMENTS: FY 2023 - Increased overall budget to reflect current bidding climate and increased material cost. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $50 $50 $50 $0 $0 $0 $1,375 PRIOR YEARS: TOTAL $1,225 144 P2614 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 1/1/2023 5/31/2023 6/1/2023 10/3/2023 $15 $65 PROJECT PHASE: 10/4/2023 6/30/2027 $1,295 PROJECT LOCATION:OWD Map Book:112 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/13/2024Beth Gentry 145 P2615PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande Lito Santos 5/24/2017 5 2 $2,600,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution This project is for the replacement of approximately 0.5 miles (2,750 ft +/-) of 12-inch and 14-inch potable water main within the 803 and 978 Pressure Zones (PZ) in Vista Grande. Project extends from Townsend Place to the 978-1 Pump Station (PS) site in the 803 Pressure Zone (PZ) and from the 978-1 PS site to Paseo Grande in the 978 PZ. JUSTIFICATION OF PROJECT: This project will replace thin wall, 1959-60 era, steel pipe originally constructed under As-Built number 01-03. Two (2) of the original four (4) miles of thin wall steel pipe have been replaced through separate CIP and developer projects. The remaining 2.1 miles of pipe have developed several water main breaks including semi-localized coating failures and corrosion of the thin wall steel can. This is the last of the projects for this pipeline replacement. COMMENTS: FY 2020 - The County resealed this section of Vista Grande in December 2018, which has a three (3) year moratorium before the Otay Water District can disturb the road without having to perform a full width restoration. As potholing will be required during the design phase, the project has been delayed past the preliminary design phase until FY 2022. FY 2021 - The project is located close to an elementary school that will restrict working hours during the school year, increasing the construction cost due to lower productivity per day. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $260 $250 $480 $500 $1,000 $0 $2,600 PRIOR YEARS: TOTAL $110 146 P2615 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2018 6/30/2021 7/1/2021 9/30/2025 $50 $450 PROJECT PHASE: 10/1/2025 6/30/2029 $2,100 PROJECT LOCATION:OWD Map Book:368 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 147 P2616PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Drive/Vista Sierra Drive Beth Gentry 5/24/2017 P2573, P2574, P2615, P2625 5 1 $4,200,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution This project is for the replacement of approximately 0.4 miles of 14-inch steel potable water main within the 978 Pressure Zones (PZ) in Pence Drive, Vista Sierra Drive, and easements on private property east of Vista Grande. Replacement length of 12-inch and 8-inch water lines increased to 4,700 feet (900 ft of 8-inch on 1200 PZ and 3,800 ft of 12-inch on 978 PZ) to relocate lines outside of inaccessible easements and resolve low pressure services. JUSTIFICATION OF PROJECT: This project will replace thin wall, 1959-60 era, steel pipe originally constructed under As-Built number 01-03. Two (2) of the original four (4) miles of thin wall steel pipe have been replaced through separate CIP and developer projects. The remaining 2.1 miles of pipe have developed several breaks and leaks and will be replaced under CIPs P2573, P2574, P2615, and P2625. COMMENTS: FY 2021 - Based upon latest construction bid costs and scope of work, budget increased from $3.3M to $4.2M. FY 2022 - Schedule adjusted to reflect project being divided into two phases. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $5 $150 $400 $500 $340 $3,090 PRIOR YEARS: TOTAL $1,690 148 P2616 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2017 9/30/2019 10/1/2019 1/31/2028 $30 $370 PROJECT PHASE: 2/1/2021 7/30/2031 $3,800 PROJECT LOCATION:OWD Map Book:378 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 149 P2617Lobby Security Enhancements Kent Payne 5/24/2017 3 1 $225,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General Redesign and install new customer service counter with enhanced security features; reconfigure the public service desk to include security enhancements along with an enlarged and secured adjoining conference room; replace Finance and Engineering double-doors with new secured glass doors. JUSTIFICATION OF PROJECT: This project will add security features to the Otay Water District’s public lobby in the form of bullet resistant barriers and glass and work areas with sufficient protection to allow staff to retreat to a safe location should a dangerous encounter present itself. COMMENTS: FY 2019 - Project construction budget increased $75K to $150K. FY 2020 - Budget increased from $150K to $225K to include minor lobby remodeling and outfitting with customer interactive informational technologies. FY 2023 - Project completion has been delayed by the Covid-19 Pandemic. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $20 $0 $0 $0 $0 $0 $225 PRIOR YEARS: TOTAL $205 150 P2617 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2017 6/30/2018 7/1/2017 6/30/2018 $5 $10 PROJECT PHASE: 7/1/2018 6/30/2025 $210 PROJECT LOCATION:OWD Map Book:318 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 151 P2623Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum Valve Replacements Jeff Marchioro 5/24/2017 P2083 2 2 $600,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission Replace approximately sixty (60) existing 4-inch combination air/vacuum valves with surge type (slow closing) combination air/vacuum valves on the Central Area to Otay Mesa Interconnection Pipelines. Replace existing valve enclosures as needed. Relocate approximately thirteen (13) existing air/vacuum valves located in vaults to an above ground location. JUSTIFICATION OF PROJECT: A transient surge analysis for the new 870-2 Pump Station project identified existing combination air/vacuum valves, which need to be replaced with surge type (slow closing) valves. Existing air/vacuum valve enclosures will need to be replaced since some are corroded and others are too short for the taller replacement valves. This will reduce the risk of damage to existing infrastructure that could lead to pipe failure. Existing air/vacuum valves located in vaults should be relocated to an above ground location per current health department requirements. COMMENTS: FY 2020 - Project budget increased from $270K to $500K to include relocation of thirteen (13) existing air/vacuum valves located in vaults to an above ground location. FY 2021 - Project budget increased from $500K to $600K to reflect current pricing. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $15 $140 $140 $70 $10 $600 PRIOR YEARS: TOTAL $220 152 P2623 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2017 9/30/2017 10/1/2017 6/30/2027 $50 $130 PROJECT PHASE: 7/1/2018 6/30/2030 $420 PROJECT LOCATION:OWD Map Book:055 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:1/25/2024Jeff Marchioro 153 P2630624-3 Reservoir Automation of Chemical Feed System Beth Gentry 5/21/2018 1 2 $675,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Treatment This project is to standardize the disinfection station located at the 624-3 Reservoir. The 624-3 Reservoir is a 30-million-gallon potable storage and disinfection facility located in Chula Vista that receives water from Water Authority FCF #12, which is then pumped and/or gravity fed to other reservoir facilities to meet water demands. The 624-3 Reservoir has a boosting disinfection station that is able to bring up the chlorine residual to a more stable and higher residual that will endure throughout the distribution system to maintain water quality. The chlorine and ammonia pumps are manually operated and must be adjusted every time a flow change is requested from San Diego County Water Authority. This process is usually done once per day and it takes about an hour to complete. JUSTIFICATION OF PROJECT: The Otay Water District (District) currently has two (2) other disinfection facilities in operation that are automated with chemical pumps that automatically adjust to achieve the desired chlorine residual to maintain water quality and meet EPA and State requirements. This allows the Water System Operators to have the flexibility of requesting flow changes and not physically be at the disinfection facility, but rather monitor remotely via SCADA and respond if needed. This project will automate the chemical delivery system and will provide the Water System Operators more operational flexibility, increase efficiency, and reduce operational costs and overtime. COMMENTS: FY 2020 - Automating the chemical system at the 624-3 Reservoir is considered as an option as it will standardize the operation of the disinfection system throughout the District. Updated budget for current bidding climate and increased material costs. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $0 $15 $25 $160 $444 $15 $675 PRIOR YEARS: TOTAL $16 154 P2630 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 4/1/2020 10/31/2023 11/1/2023 10/29/2024 $20 $26 PROJECT PHASE: 7/1/2025 6/30/2030 $629 PROJECT LOCATION:OWD Map Book:114 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:3/7/2024Beth Gentry 155 P26311485-2 Reservoir Interior/Exterior Coating & Upgrades Lito Santos 5/21/2018 5 3 $1,450,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is for the interior and exterior coatings of the 1485-2 Reservoir. In addition, an assessment of the facility will be accomplished to assure compliance to all applicable codes and OSHA standards. JUSTIFICATION OF PROJECT: Based upon the current Cathodic Assessment Report, the interior and exterior coatings on the 1485-2 Reservoir are nearing the end of their useful lives and are in need of replacement. The Reservoir was constructed in 2006 and has never been recoated. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $750 $400 $188 $90 $10 $10 $1,450 PRIOR YEARS: TOTAL $2 156 P2631 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 2/1/2024 4/22/2024 7/1/2024 10/31/2024 $2 $98 PROJECT PHASE: 11/1/2024 6/30/2030 $1,350 PROJECT LOCATION:OWD Map Book:336 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 157 P2638Buildings and Grounds Refurbishments Kent Payne 5/21/2018 3 1 $745,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General Throughout the Administration and Operations main campus, replace deteriorated irrigation systems; upgrade and calibrate irrigation controls for optimal water usage; replace eroded slope areas along customer driveway, public and employee parking, and equipment lots; install hard and soft ground cover for effective erosion control; remove and replace dead and dying trees; restore plantings based on original architectural material schedules. JUSTIFICATION OF PROJECT: Much of the existing irrigation systems, remaining plants, and hardscape at the Administration campus are the from the original 1998 construction and are in need of replacement and replanting. The slopes along driveways and parking areas have eroded, affecting sidewalks, fence posts, and other landscape materials. Age and drought have negatively impacted several trees and other original plantings. The result is a deteriorating appearance in public facing and employee surroundings throughout the main campus. COMMENTS: FY 2023 - The completion of Phase 1 of improvements (Admin entrance and parking area) expected in FY 2023 at a cost of $225K. The remaining improvements to the Administration and Operations campus' are estimated at $175K, resulting in the overall budget to be increased from $186K to $400K. FY 2024 – Operations flooring, Conference Room, and SCADA update, and adding eight (8) Water Operations workstations - $175K; FY 2025 second phase Admin landscape improvements, lunchroom, garden, employee parking, and upper lots - $220K. Overall budget increase to $745K. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $220 $50 $50 $50 $50 $45 $745 PRIOR YEARS: TOTAL $280 158 P2638 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2018 6/30/2025 $0 $50 PROJECT PHASE: 7/1/2018 6/30/2030 $695 PROJECT LOCATION:OWD Map Book:318 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:3/7/2024Beth Gentry 159 P2639Vista Diego Hydropneumatic Pump Station Replacement Jeff Marchioro 5/21/2018 P2680 5 3 $4,200,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Pumping Replace the existing Hydropneumatic Pump Station (PS) which serves the small 1530 Pressure Zone (PZ) containing approximately thirty-five (35) potable water meters and four (4) hydrants. JUSTIFICATION OF PROJECT: The original 1966 era PS was retrofitted with a fire pump in the late 1980's, at which time all electrical gear was replaced and a generator was installed. The existing PS has an ongoing water quality (entrained air) issue observed within the PS and the small 1530 PZ it serves. The existing PS is nearing the end of its useful life. COMMENTS: FY 2020 - Project budget increased from $2.5M to $2.8M to reflect current pricing. Replacement of the generator will be done through a separate CIP. FY 2022 - Project budget increased from $2.8M to $2.9M to increase the footprint of the site and replace/enlarge existing site retaining walls. FY 2023 - Project budget increased from $2.8M to $3.7M to reflect consultant construction cost estimate and environmental. FY 2025 - Project budget increased from $3.7M to $4.2M to reflect current pricing. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $175 $1,000 $1,000 $700 $315 $310 $4,200 PRIOR YEARS: TOTAL $700 160 P2639 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2018 6/30/2023 7/1/2021 12/31/2024 $225 $650 PROJECT PHASE: 1/1/2025 6/30/2030 $3,325 PROJECT LOCATION:OWD Map Book:322 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 161 P2642Rancho Jamul Pump Station Replacement Jeff Marchioro 5/21/2018 P2040, P2641 5 2 $2,500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Pumping Replace the existing Hydropneumatic Pump Station (PS) with a new PS coordinated with a separate CIP P2040 (1655-1 Reservoir) project. The existing PS currently serves approximately twenty-five (25) meters and eleven (11) hydrants. JUSTIFICATION OF PROJECT: The existing 1655 Pressure Zone will change from a closed Hydropneumatic system to a gravity system when the future 1655-1 Reservoir is constructed (CIP 2040). The existing Rancho Jamul Hydropneumatic PS will need to be modified to pump to the future 1655-1 Reservoir. The existing 1979 era PS is nearing the end of its useful life. COMMENTS: FY 2020 - An assessment of the existing PS will be prepared before the design for the replacement PS begins and rescheduled, if needed. Replacement of this PS may be facilitated by the procurement of a Portable Trailer Mounted Variable Frequency Drive Pump (CIP P2640). FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%69%0%0%69% Expansion 31%0%0%0%31% TOTAL:31%69%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $20 $50 $280 $1,000 $1,000 $2,500 PRIOR YEARS: TOTAL $145 162 P2642 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2018 6/30/2026 7/1/2021 6/30/2027 $50 $200 PROJECT PHASE: 7/1/2026 6/30/2030 $2,250 PROJECT LOCATION:OWD Map Book:206 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 163 P2646North District Area Cathodic Protection Improvements Jeff Marchioro 5/21/2018 P2508 5 3 $1,200,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for the replacement and repairs of existing cathodic protection systems on various potable pipelines in the North District. JUSTIFICATION OF PROJECT: The ongoing Cathodic Protection Program efforts have identified various pipelines for anode replacement, cathodic test station repairs, installation of isolation kits, and repair of existing anode beds. This CIP has been budgeted based on recommendations and cost estimates found in the Otay Water District’s Cathodic Protection Program 2015 Annual Report. Up to twenty-five (25) cathodic protection systems may be repaired under this CIP. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $20 $400 $350 $400 $0 $0 $1,200 PRIOR YEARS: TOTAL $30 164 P2646 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2022 6/30/2026 7/1/2023 6/30/2026 $10 $10 PROJECT PHASE: 7/1/2026 6/30/2028 $1,180 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:1/25/2024Jeff Marchioro 165 P2647Central Area Cathodic Protection Improvements Jeff Marchioro 5/21/2018 P2508 1 3 $2,000,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for the replacement and repairs of existing cathodic protection systems on various potable pipelines in the Central Area. JUSTIFICATION OF PROJECT: The ongoing Cathodic Protection Program efforts have identified various pipelines for anode replacement, cathodic test station repairs, installation of isolation kits, and repair of existing anode beds. This CIP has been budgeted based on recommendations and cost estimates found in the Otay Water District’s Cathodic Protection Program 2020 Annual Report. Up to twenty-eight (28) cathodic protection systems may be repaired under this CIP. COMMENTS: FY 2023 - Project budget increased from $1.3M to $2.0M to reflect current pricing and growing quantity of anode replacements needed for the central area. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $30 $600 $600 $550 $0 $0 $2,000 PRIOR YEARS: TOTAL $220 166 P2647 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2020 6/30/2026 7/1/2023 6/30/2026 $100 $300 PROJECT PHASE: 7/1/2026 6/30/2028 $1,600 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:1/25/2024Jeff Marchioro 167 P2649HVAC Equipment Purchase Kent Payne 5/21/2018 3 1 $279,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General This project provides funding for the capital purchase of replacement heating, ventilation, and air conditioning (HVAC) roof top air handling units (RTU) for the Administration building that were installed in 1998. JUSTIFICATION OF PROJECT: Replacement HVAC equipment will be used for administrative functions. COMMENTS: FY 2019 - The HVAC system RTUs have reached the end of their useful lives and need to be replaced. The schedule and estimated cost for the replacement of these units will be done over several years: FY 2019 Board Room $21,000 FY 2020 Accounting & Finance $44,000 FY 2021 Training Room $20,000 FY 2022 Lunchroom $15,000 FY 2023 Gym Area & Computer Training $30,000 FY 2023 - Updated replacement schedule (in FY 2021 dollars): FY 2021 A unit at Operations had reached the end of its useful life and was replaced at $27K, which included a UVC sterilization unit. FY 2023 - Increase project budget from $149K to $279K to include the facilities listed below: FY 2023 Board Room, Finance, and Gym $64,000 FY 2024 Accounting & Training Room $43,000 FY 2025 Lunchroom & Computer Training Room $39,000 FY 2024 - A new recycled water CIP will be created to replace the unit at the 680-1 REC PS at 1680 Maxwell Road for FY 2026 estimated to cost $22,000 and at the 680-1 REC RES; 944 REC PS 1390 S Greensview Drive for FY 2027 estimated to cost $22,000. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $39 $46 $42 $0 $0 $0 $279 PRIOR YEARS: TOTAL $152 168 P2649 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2018 6/30/2027 $279 PROJECT LOCATION:OWD Map Book:318 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 169 P2652520 to 640 Pressure Zone Conversion Jeff Marchioro 6/5/2019 P2502, P2503 5 2 $250,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Energy Update the 2004 design report for the conversion of the 520 Pressure Zone (PZ) to 640 HGL to look at existing pipeline pressure class, the approximately seventy-seven (77) commercial and multi-family potable water service connections, and the 832-1 Pump Station (PS) modifications needed to convert this PZ. The report will also study the emergency storage requirements for this PZ and make recommendations for both the 5.1 MG 520-2 and the 20 MG 520-3 Reservoirs. JUSTIFICATION OF PROJECT: The 5.1 MG 520-2 Reservoir Interior/Exterior Coatings and Upgrade project (P2566) is scheduled for construction in FY 2021. The northern service area of the District has sufficient storage so staff is recommending to cancel this $1.5M CIP and to spend this savings to study this PZ conversion. The 850-2 and 803-1 PSs have already been modified to operate under the 640 HGL suction pressure. Adding a third PS to take suction from the higher pressure will also save energy costs. COMMENTS: FY 2020 - The 2004 design report suggested the 832-1 PS could be modified to take 640 HGL suction pressures by removing one of four stages in the vertical turbine pumps. There are two (2) full diameter impellers and two (2) trimmed impellers in each pump at this Station. One (1) full diameter impeller would need to be taken out to operate under the 640 HGL suction pressure. The pumps were estimated to operate at an efficiency of 85% and at the time this 2004 design report was prepared was estimated to have a rated capacity of 2650 GPM @ 252' TDH. If converted, the pumps will not be able to take 520 HGL suction pressure. Since the 832-1 PS presently has three (3) pumps with the capability to add three (3) additional pumps, the Station could be converted to have two (2) pumps operate from the 520 HGL suction pressure and four (4) pumps operate from the 640 HGL suction pressure or vice versa. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $5 $5 $5 $25 $50 $133 PRIOR YEARS: TOTAL $38 170 P2652 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2019 6/30/2024 4/1/2020 6/30/2029 $20 $60 PROJECT PHASE: 7/1/2025 6/30/2031 $170 PROJECT LOCATION:OWD Map Book:331, 343 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 171 P2654Heritage Road Interconnection Improvements Jeff Marchioro 6/5/2019 2 1 $200,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Supply (Commodity/Demand) Amend or replace existing interconnection agreement with the City of San Diego with a new agreement to provide flow to the Otay Water District (District). Move the City’s existing controls/SCADA cabinet from the below grade vault above ground. Restore the District’s monitoring/SCADA equipment above ground. JUSTIFICATION OF PROJECT: A District trailer pump deployed at the intersection of Otay Mesa Road and Heritage Road would become the sole backup to the existing High/Low Head Pump Stations (and future 870-2 Pump Station) to serve the 870-1 (Upper) Reservoir. The existing interconnect was constructed and funded by the City for the benefit of the City in 2002. The existing interconnect was built with pump connections for the District; however, the existing interconnect agreement was silent on flow to the District. The City’s controls/SCADA gear within a cabinet (e.g., PLC, radio, Cla-Val 131VC controllers) is insecurely held by a rope and should be moved above ground to reduce risk of damage due to flooding. The contents of the District’s monitoring/SCADA cabinet were stripped from the facility. COMMENTS: FY 2020 - The District will take the lead on the design/bidding/construction effort and provide 100% of the funding since the District did not fund the original interconnect. The estimated cost of $1,500 per year (until the end of FY 2024) includes labor costs for periodic inspections and material costs to maintain the gravel area off the street and rehabilitation or replacement of SCADA equipment. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $30 $30 $30 $30 $34 $200 PRIOR YEARS: TOTAL $41 172 P2654 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2019 6/30/2027 $0 $65 PROJECT PHASE: 7/1/2027 6/30/2030 $135 PROJECT LOCATION:OWD Map Book:022 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 173 P2655La Presa Pipeline Improvements Beth Gentry 6/5/2019 3 2 $1,750,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution Determine the remaining useful life of existing AC pipelines installed in 1959 and develop a strategy for the improvement of the water system that serves the area between Kempton Street, Grand Avenue, Jamacha Road, and San Francisco Street. Improvements will include the replacement of gate valves (estimated 47 valves) and 6-inch AC pipelines (approximately 1,000 linear feet) with 8-inch PVC pipelines to improve fire flow in this area. Also, included is a pipeline relocation on Kempton Street for a County culvert improvement project. JUSTIFICATION OF PROJECT: These pipelines serve a mix of residential and commercial properties and approximately 240 water services. Replacement of existing 6-inch AC pipelines with 8-inch PVC pipelines will improve fire flow in this older service area of the Otay Water District (District). Replacing gate valves will improve the resiliency of the system and allow the District to maximize the useful life of the existing AC pipelines. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $25 $25 $25 $200 $500 $500 $1,575 PRIOR YEARS: TOTAL $300 174 P2655 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2019 6/30/2021 10/1/2019 6/30/2022 $25 $175 PROJECT PHASE: 1/1/2020 6/30/2031 $1,550 PROJECT LOCATION:OWD Map Book:302 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 175 P2656Regulatory Site Desilting Basin Improvements Beth Gentry 6/5/2019 5 1 $150,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General Renovation of the desilting basins at the Otay Water District’s (District) Regulatory site consists of installing water/solids separating equipment in the two (2) basin separation walls between the three (3) basin sections where existing wood planks are located. Debris from Vactor trucks will be allowed to settle and water drained through the process to allow for the discharge from the basin to meet water quality requirements. JUSTIFICATION OF PROJECT: The desilting basins are used to receive Vactor truck debris from potable water related activities with settling out of solids and decanting of water to the sanitary sewer system. The current arrangement of wood planks does not allow for efficient operation of the basins as the planks are too large and heavy to move without heavy equipment. This provides excessive holding times for the basins and does not provide any drying time for the settled solids. Operation of the desilting basins has been modified to provide better functioning given the constraints of the existing arrangement, but the effluent from the basins is not complying with the requirements of the District’s Code of Ordinances, with characteristics of high inorganic content and Total Suspended Solids (TSS) exceeding 1,000 mg/l. The plant experiences noticeable TSS spikes when the basin is used, creating issues with meeting the permit turbidity limits. COMMENTS: FY 2021 - Use of filtration fabrics is being tested for efficiency and durability as the use of weir gates was not compatible with the existing basin configuration. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $5 $5 $5 $5 $118 $150 PRIOR YEARS: TOTAL $7 176 P2656 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2019 9/30/2019 10/1/2019 3/31/2022 $5 $35 PROJECT PHASE: 4/1/2022 6/30/2030 $110 PROJECT LOCATION:OWD Map Book:343 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 177 P26571485-1 Reservoir Interior/Exterior Coating & Upgrades Lito Santos 6/5/2019 P2631 5 3 $1,150,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is for the interior and exterior coatings of the 1485-1 Reservoir. In addition, an assessment of the facility will be accomplished to assure compliance to all applicable codes and OSHA standards. JUSTIFICATION OF PROJECT: Based upon the current Cathodic Assessment Report, the interior and exterior coatings on the 1485-1 Reservoir are nearing the end of their useful lives and are in need of replacement. The Reservoir was constructed in 1962 and was last recoated in 2006. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $25 $650 $270 $150 $15 $0 $1,150 PRIOR YEARS: TOTAL $40 178 P2657 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2019 6/30/2024 7/1/2024 9/30/2025 $15 $75 PROJECT PHASE: 10/1/2025 6/30/2029 $1,060 PROJECT LOCATION:OWD Map Book:336 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 179 P2658832-2 Pump Station Modifications Jeff Marchioro 6/5/2019 P2502, P2503, P2652 5 2 $600,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Pumping Replace existing pumps within the 832-2 Pump Station (PS) to draw suction from the 640 rather than 520 Pressure Zone. JUSTIFICATION OF PROJECT: In coordination with CIP P2652, 520 to 640 Pressure Zone Conversion, the District has the opportunity for significant energy cost savings by modifying the 832-2 Pump Station to enable pumping from the 640-1 and 640-2 Reservoirs rather than the 520-3 Reservoir. The 850-2 and 803-1 Pump Stations have already been modified to operate under the 640 rather than 520 hydraulic grade line suction pressure. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $5 $5 $5 $25 $25 $81 PRIOR YEARS: TOTAL $11 180 P2658 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 1/1/2020 12/31/2025 1/1/2021 6/30/2026 $10 $50 PROJECT PHASE: 7/1/2026 6/30/2031 $540 PROJECT LOCATION:OWD Map Book:331 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:1/25/2024Jeff Marchioro 181 P2659District Boardroom Improvements Michael Kerr 6/5/2019 3 1 $300,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General This project is for audio visual enhancements to the District Board Room. JUSTIFICATION OF PROJECT: The District Board room currently lacks updated video recording capability and the ability to webcast hearings in progress. Staff is having an increasingly hard time replacing the items without losing functionality. The main issue is that the backbone of the system is analog, which causes difficulty finding replacement parts. Some of the issues are listed below: 1. The system’s default audio recorder (Crestron) does not have the capabilities to record the meetings; staff has since added a third-party temporary recording solution. 2. The DVD player has failed and due to analog Circuitry there is no replacement option. 3. The microphones are getting feedback and causing unwanted background noise. 4. The displays are non-HD and in a form factor that is outdated causing the presentations to be skewed. COMMENTS: FY 2020 - Replacement of the current technology solution will also include new electrical configuration and system integration. Staff anticipates the enhancements to be completed by the 3rd quarter of FY 2021. FY 2021 - The Board requested hardening of the lobby and Boardroom, which is estimated to cost $85K. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $35 $25 $25 $25 $0 $0 $300 PRIOR YEARS: TOTAL $190 182 P2659 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2019 3/31/2028 $300 PROJECT LOCATION:OWD Map Book:318 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 183 P2662Potable Water Meter Change Out Andrea Carey 6/5/2019 P2604 0 3 $27,750,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Meters and Services The ¾-inch to 2-inch potable water meters are reaching the end of their useful lives and will be replaced over an eight (8) year period. JUSTIFICATION OF PROJECT: The potable water meters nearing the end of their useful life could start to fail or malfunction and a program to do a full replacement should be initiated to identify the optimal service life of the existing meters and develop a schedule for their replacement. It is anticipated the Otay Water District's (District) meters will reach the end of their useful lives beginning in FY 2025. This CIP will cover the cost of new meters and installation for all ¾-inch to 2-inch meters. The CIP will run from FY 2023 (planning) through FY 2035. COMMENTS: FY 2020 - An assessment of the existing inventory of meters will be made and a recommendation for replacement will be performed starting in FY 2021 and a replacement contract is expected to be awarded in FY 2026. Currently, the District follows a 20-year Change-Out Program for the majority of water meters and a 10-year change out for high-users. This CIP follows that timeline. FY 2024 - Increased budget from $16.5 M to $17.1M as the cost of meters has increased in the last three years. FY 2025 - The cost of meters has increased dramatically over the past three (3) years. Moved money back from FY 2024 and updated yearly amounts based on a more updated schedule of change-outs. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1,000 $3,800 $3,700 $4,500 $3,200 $3,500 $19,905 PRIOR YEARS: TOTAL $205 184 P2662 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2022 6/30/2024 7/1/2023 6/30/2025 $20 $50 PROJECT PHASE: 7/1/2024 6/30/2035 $27,680 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 185 P2663Potable Water Pressure Vessel Program Jeff Marchioro 6/5/2019 0 2 $3,200,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Pumping This project will replace pressure vessels, including six (6) surge tanks, and five (5) Hydropneumatic tanks, at existing potable water pump stations (PS) as needed. JUSTIFICATION OF PROJECT: Potable water pressure vessels have a shorter life expectancy compared to the overall PS. Several existing pressure vessels within the Otay Water District are nearing the end of their useful lives. COMMENTS: FY 2021 - The Rancho Jamul Hydropneumatic tank will be replaced in FY 2021. Vista Diego Hydropneumatic tank will be replaced FY 2022/2023 through CIP P2639, Vista Diego Hydropneumatic Pump Station Replacement. Other pressure vessels with life expectancies possibly less than six (6) years include: 980-1 surge tank(s) and 803-1 surge tank. This CIP will provide the flexibility needed to expedite replacement of any of the eleven (11) existing potable water pressure vessels, if needed. CIP subproject numbers will be created as needed to track expenditures for each pressure vessel. FY 2025 - The Rolling Hills Hydro tank will be replaced in FY 2025. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $400 $400 $400 $400 $400 $400 $3,000 PRIOR YEARS: TOTAL $600 186 P2663 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2019 6/30/2027 7/1/2019 6/30/2027 $25 $250 PROJECT PHASE: 7/1/2027 6/30/2035 $2,925 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 187 P2664Otay Mesa Dual Piping Modification Program Beth Gentry 5/26/2013 P2661, R2123 2 2 $350,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution This project will assess the modifications needed for the Otay Mesa recycled pipelines that are parallel to existing potable water pipelines utilizing hydraulic modeling. JUSTIFICATION OF PROJECT: This project will recommend and implement the modifications needed to allow for better utilization of the Otay Water District's (District) assets. With the moratorium on extending recycled water to Otay Mesa, the recycled waterlines already installed throughout the area will be evaluated for potential uses. To continue to serve potable water, the District must either put backflow devices on the existing services or connect the existing services to the potable pipeline with a backflow device. COMMENTS: FY 2020 - This replaces CIP R2123. The range of potential improvements needed are not yet known. The demands of existing services connected to irrigation services may be enough to maintain water quality. For pipelines with low demand, an interconnection may be needed on both ends to maintain water quality. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $25 $25 $25 $100 $100 $35 $350 PRIOR YEARS: TOTAL $40 188 P2664 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2016 3/31/2021 $35 $0 PROJECT PHASE: 4/1/2021 6/30/2030 $315 PROJECT LOCATION:OWD Map Book:001 to 026 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 189 P2665PL - 12-inch Pipeline Replacement, 870 Zone, Cactus Road Jeff Marchioro 6/3/2020 2 2 $200,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution This project is for the replacement water services or other appurtenances when the approximately 4,850 feet of 12-inch and 10- inch potable water main within the 870 Pressure Zone in Cactus Road is replaced by the developer. JUSTIFICATION OF PROJECT: The project developer will replace early 1960’s era, asbestos concrete pipe originally constructed under As-Built numbers 01-07 and 08-07 that is needed to support their multifamily project. The pipe is currently operating with a static pressure up to 20 psi above its existing Class 150 pressure class rating. COMMENTS: FY 2022 - This project is expected to be constructed by the Lumina development that will upgrade Cactus Road for the majority of the pipeline alignment. Water services serving adjacent properties may need to be replaced with this reconstruction. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $25 $25 $25 $25 $25 $130 PRIOR YEARS: TOTAL $0 190 P2665 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2025 7/1/2025 6/30/2026 $5 $25 PROJECT PHASE: 7/1/2026 6/30/2032 $170 PROJECT LOCATION:OWD Map Book:009 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 191 P2666Low Head and High Head Pump Stations Demolition Jeff Marchioro 6/3/2020 P2083 & P2563 2 2 $750,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Pumping Demolish the District’s existing Low Head Pump Station (571-1 Pump Station) and High Head Pump Station (870-1 Pump Station) to a minimum of three feet below grade. Re-grade sites to match surrounding grades. JUSTIFICATION OF PROJECT: The new 870-2 Pump Station is scheduled to complete in FY2020. The cost of maintaining the existing 1960’s era Low Head and High Head Pump Stations will eventually outweigh the benefit of serving as a back up to the new 870-2 Pump Station as District staff gains experience and confidence operating the new pump station. The District’s portable trailer pump(s) will provide emergency back up to the new 870-2 Pump Station. COMMENTS: FY 2021 - District staff intends to gain experience and confidence operating the new 870-2 Pump Station during FY 2021 through FY 2022. The Low Head and High Head Pump Stations will be demolished starting with minimal work in FY 2023 and FY 2024 to disconnect utility services and cap off all connections to adjacent pipelines and remove all hazardous material from the site. An assessment will be done to salvage any usable equipment for District use and determine if any other equipment may have some salvage value. A complete demolition will be scheduled at a later date. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $5 $5 $5 $100 $100 $220 PRIOR YEARS: TOTAL $0 192 P2666 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2024 3/1/2024 6/30/2028 $5 $45 PROJECT PHASE: 7/1/2028 6/30/2032 $700 PROJECT LOCATION:OWD Map Book:055 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 193 P2670Administration and Operations Roof Repairs and Replacement Kent Payne 6/3/2020 P2672 3 2 $350,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General The existing cap sheet torch roofs to be replaced with a single-ply thermoplastic polyolefin (TPO) roof with polyisocyanurate (ISO) insulation as a moisture barrier. A TPO roofing system is a commercial fire rated roofing product that provides heat- reflective and energy efficient roofing systems with high resistance to UV, ozone, and chemical exposure. Single-ply TPO roofing systems provide better performance characteristics (e.g., good seam strength, puncture resistance, weather resistance) and longevity than a modified torch system. JUSTIFICATION OF PROJECT: The roofs of the Administration and Operations buildings are old and degrading and require replacement. COMMENTS: FY 2021 - The District retained West Coast Roof Consulting to evaluate the condition of the roofs on all District facilities and provide an estimate of the cost to repair or service the roofs over the next six (6) years. FY 2023 - Increase project budget from $325K to $350K and identify specific work below: Estimated Schedule: FY 2025 - Admin Building 2 (Finance) - $99,125 FY 2027 - Operations Offices - $50,000 FY 2028 - Admin Building 1 - $174,775 FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $50 $50 $50 $200 $0 $0 $350 PRIOR YEARS: TOTAL $0 194 P2670 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2025 7/1/2025 6/30/2026 $15 $25 PROJECT PHASE: 7/1/2026 6/30/2028 $310 PROJECT LOCATION:OWD Map Book:318 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 195 P2672District Roof Repairs and Replacement Program Kent Payne 6/3/2020 P2670 0 2 $340,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General The existing roofs to be replaced with a single-ply thermoplastic polyolefin (TPO) roof with polyisocyanurate (ISO) insulation as a moisture barrier. A TPO roofing system is a commercial fire rated roofing product that provides heat-reflective and energy efficient roofing systems with high resistance to UV, ozone, and chemical exposure. Single-ply TPO roofing systems provide better performance characteristics (e.g., good seam strength, puncture resistance, weather resistance) and longevity than a modified torch system. Also, install a passive lighting system, such as Solatube, that will allow in natural light through the roof. The following sites are included in this replacement program: - Regulatory Site, 11880 Campo Road; 850-2 PS Building 1 - Regulatory Site, 11880 Campo Road; 803-1 PS Building 2 - 980-1 PS, 2406 Otay Lakes Road - 711-1 PS, 10391 Otay Lakes Road; Building 1, 2 & Storage Sheds - 711-3 RES, 520 Hunte Parkway - 980-2 PS, 1230 Eastlake Parkway; Building 1, 2 & 3 - 1004-2 PS, 1306 Buena Vista Avenue JUSTIFICATION OF PROJECT: The roofs are from the original installation. The roofs of these buildings are old and degrading and require replacement. COMMENTS: FY 2021 - The District retained Westcoast Roofing Consulting to evaluate the condition of the roofs on all District facilities and provide an estimate of the cost to repair or service the roofs over the next six (6) years. The cost of this work will be tracked using separate subprojects for each District facility. FY 2023 - Decrease budget from $375K to $340K to reflect completed evaluation. Facilities to be done are listed below: Estimated Schedule: FY 2024 - 980-1 PS, 2406 Otay Lakes Road - $42,050 FY 2024 - Central - Storage Sheds - $28,800 FY 2025 - Central - Building 2 (PS) - $43,650 FY 2025 - Reg - 803-1 PS (Bldg #2) - $49,775 FY 2027 - Reg - 850-2 PS (Bldg #1) - $77,400 FY 2027 - 680-1 RW PS, 1680 Maxwell Road - $11,250 FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $100 $100 $100 $40 $0 $0 $340 PRIOR YEARS: TOTAL $0 196 P2672 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2025 7/1/2025 6/30/2026 $70 $100 PROJECT PHASE: 7/1/2026 6/30/2028 $170 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 197 P2673803-4 Reservoir Interior/Exterior Coating Lito Santos 6/3/2020 5 2 $2,350,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is for the replacement of the interior and exterior coatings of the 803-4 Reservoir. In addition, an assessment of the facility will be accomplished to assure compliance with all applicable codes and OSHA standards. JUSTIFICATION OF PROJECT: The 803-4 Reservoir was built in 2006. Based upon the current Cathodic Assessment Report, the interior and exterior coatings are nearing the end of their useful lives and are in need of replacement. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $5 $700 $1,550 $40 $50 $2,350 PRIOR YEARS: TOTAL $0 198 P2673 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 1/5/2025 4/3/2025 7/1/2025 10/30/2026 $5 $95 PROJECT PHASE: 11/2/2026 6/30/2030 $2,250 PROJECT LOCATION:OWD Map Book:369 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 199 P2674System Pressure Reducing Program Beth Gentry 6/3/2020 0 2 $100,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Energy Perform an evaluation of the District’s Pressure Zones (PZ) and look for opportunities to permanently reduce the working pressure or establish demand management zones to reduce the pressure in the District’s pipelines and customers during periods of low demand. JUSTIFICATION OF PROJECT: The District and our customers will benefit by reducing water loss and extending the useful life in District pipelines. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $10 $10 $10 $10 $10 $34 $100 PRIOR YEARS: TOTAL $16 200 P2674 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2020 6/30/2030 $100 $0 PROJECT PHASE: $0 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 201 P2675458-1 and 458-2 Reservoirs Site Pavement Refurbishment Kevin Cameron 6/3/2020 2 2 $450,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution Storage The existing AC pavement constructed around the 458-1 and 458-2 Reservoirs needs to be refurbished. JUSTIFICATION OF PROJECT: The AC pavement has deteriorated as evidenced by severe alligator or fatigue cracking and surface deformations including depressions, as a result of weakened subgrade and tree roots. COMMENTS: FY 2021 - The cracks in the AC pavement have allowed water to migrate into the subgrade, weakening the pavement and accelerating the deterioration of the pavement. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $150 $200 $70 $15 $0 $0 $450 PRIOR YEARS: TOTAL $15 202 P2675 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2020 6/30/2021 7/1/2021 6/30/2022 $5 $55 PROJECT PHASE: 7/1/2022 6/30/2029 $390 PROJECT LOCATION:OWD Map Book:066 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:1/27/2024Beth Gentry 203 P2676980-2 PS Motors and Motor Control Center Replacements Jeff Marchioro 6/2/2021 P2008 1 2 $3,242,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Pumping Rebuild two (2) of four (4) pump control ball valves. Replace three (3) of four (4) ball valve actuators. Replace three (3) of four (4) existing dismantling joints adjacent to existing ball valves. Replace/rebuild existing 4,160 VAC motors. Replace/rebuild existing Distribution Switch Gear 4,160 VAC circuit breakers. Replace existing pump motor control centers (MCC). Rebuild existing automatic transfer switch (ATS) and replace existing genset controls. Add 4,160 to 480 VAC transformer. JUSTIFICATION OF PROJECT: Existing pump control ball valves and ball valve actuators are nearing the end of their useful lives. Existing dismantling joints (flange by grooved end spools and grooved end couplings) adjacent to existing ball valves cannot be salvaged due to corrosion when rebuilding existing ball valves. Existing pump 4,160 VAC motors, existing pump motor control centers (MCC), and existing 4,160 VAC circuit breakers serving all four (4) pumps are nearing the end of their useful lives. The existing ATS is not serviceable and has been intermittently unreliable when transferring from generator power back to SDG&E power. A 4,160 to 480 VAC transformer is needed to back up recently replaced pump control valves actuators since the site 4,160 VAC standby generator does not supply power to 480 VAC pump control valves actuators. COMMENTS: Original CIP approved 6/2/2021 ($375K) - 1) Rebuild pump remaining control ball valve and replace actuators ($90K), 2) Replace remaining dismantling joints ($25K), 3) Pump #1 motor replacement ($100K), 4) Replace/replace circuit breakers ($60K), 5) Staff time ($75K), and 6) Contingency ($25K). FY 2023 - The CIP budget was increased $375K to $725K at 05-11-22 Board Meeting - 1) Pump #4 motor replacement ($149K), 2) Pump #4 existing motor rebuild for future use as a spare ($29K), 3) Pump #3 motor rebuild ($53K), 4) Pump #3 discharge head and wet end rebuild ($52K), 5) Future Pump #2 motor rebuild ($50K), 6) Contingency ($50K), and 7) Reconcile original CIP budget (e.g., rebuild rather than replace Pump #1 motor) (-$33K). FY 2024 - the CIP budget was increased from $725K to $3.15M for - 1) MCC1 & MCC2 replacement ($1.7M), 2) ATS replacement and genset controls for closed transition ($350K), 3) 4,160 to 480 VAC transformer ($300K), and 4) Adjustments to previous estimates ($75K). FY 2024 - Nov 8, 2023 Staff Report - 1) Pump Motor #2 was budgeted for rebuilding of the motor. Third party condition assessment indicated that a full replacement was required. The increased cost was $92K. The budget was adjusted accordingly. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $100 $450 $450 $500 $500 $420 $3,210 PRIOR YEARS: TOTAL $790 204 P2676 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2021 2/1/2027 7/1/2021 6/30/2027 $10 $200 PROJECT PHASE: 7/1/2021 6/30/2031 $3,032 PROJECT LOCATION:OWD Map Book:114 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 205 P2677PL - 16-Inch, 870 Zone, La Media Road and Airway Road Utility Relocations Beth Gentry 6/2/2021 2 1 $3,100,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for all potable water utility relocations required due to construction of storm drains and road improvements by the City of San Diego in Otay Mesa along La Media Road and Airway Road. Facility relocations vary in size from 2-inch to 18-inch. JUSTIFICATION OF PROJECT: The City of San Diego will be constructing storm drains and other street improvements which will result in utility conflicts with existing Otay Water District facilities at various locations. In most cases, the Otay Water District does not have prior and superior rights. The facilities must be relocated prior to the City of San Diego constructing their improvements. A reimbursement agreement will be investigated to have the City's design and construction contractors perform the work to meet the City's schedule and eliminate construction windows that otherwise would be required. COMMENTS: FY 2023 - Budget increased from $1.5M to $1.8M to reflect bidding climate and scope of work adjustments. Costs to reimburse the City of San Diego for construction administration costs are also now included. Board approved an increase of the budget on 1/4/2023 to $2.6M. FY 2024 - Budget increased from $2.6M to $3.1M for the possibility of a scope of work change to replace 1,300 LF of 16-inch water line in La Media Road between Avenida de la Fuente and Siempre Viva Road due to City of San Diego roadwork not indicated to the District. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $100 $50 $0 $0 $0 $0 $3,100 PRIOR YEARS: TOTAL $2,950 206 P2677 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2021 9/30/2021 10/1/2021 6/30/2023 $0 $25 PROJECT PHASE: 7/1/2022 6/30/2026 $3,075 PROJECT LOCATION:OWD Map Book:011 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 207 P2678Jamacha Boulevard Utility Relocation Beth Gentry 6/2/2021 3 2 $250,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution Relocation of District potable water facilities that are in conflict with County sewer improvements. The project is located in Spring Valley, along Jamacha Boulevard between east of Omega Street and west of Concepcion Avenue. The project is part of the County of San Diego Sanitation District La Presa Sewer Improvements (County of San Diego Oracle# 1022027). JUSTIFICATION OF PROJECT: The County of San Diego is replacing an existing 12-inch sewer force main along Jamacha Boulevard with 16-inch dual force main; modify yard piping at Jamacha Sewer Pump Station; replace 12-inch gravity sewer trunk with 15-inch pipe; and construct downstream force main discharge structure. The County has prior and superior rights and the District will be required to relocate any District infrastructure in conflict with this work. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $75 $50 $50 $50 $0 $0 $250 PRIOR YEARS: TOTAL $25 208 P2678 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2023 6/30/2024 7/1/2024 6/30/2025 $25 $75 PROJECT PHASE: 7/1/2025 6/30/2028 $150 PROJECT LOCATION:OWD Map Book:198,199,303 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 209 P2680PL - 12-inch Pipeline Replacement, 1530 Zone, Vista Diego Road Jeff Marchioro 6/2/2021 P2639 5 2 $425,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution This project is for the replacement of approximately 400 feet of 8-inch water main within the 1530 Pressure Zone in Vista Diego Road. JUSTIFICATION OF PROJECT: This project will replace mid-1960’s era asbestos concrete pipe originally constructed under As-Built number 59-09. The pipe is currently operating with a static pressure up to 20 psi above its existing Class 150 pressure class rating. CIP P2639, Vista Diego Hydropneumatic Pump Station Replacement project will exacerbate existing distribution system hydraulic challenges since the new Pump Station is planned to increase fire flow from existing 1,100 to proposed 1,500 GPM. COMMENTS: FY 2023 - Project budget increased from $375K to $425K to reflect current pricing. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $150 $150 $35 $0 $0 $0 $425 PRIOR YEARS: TOTAL $90 210 P2680 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2021 6/30/2023 1/1/2022 6/30/2024 $25 $75 PROJECT PHASE: 7/1/2024 6/30/2027 $325 PROJECT LOCATION:OWD Map Book:322 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 211 P2681PL-12-Inch, 1655 Zone, Presilla Drive Pipeline Replacement Jeff Marchioro 6/2/2021 P2040 5 2 $1,800,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution This project is for the replacement of approximately 1760 feet of 8-inch Class 150 and 200 potable water main within the 1655 Pressure Zone in Presilla Drive in Jamul with 12-inch PVC. JUSTIFICATION OF PROJECT: This project will replace the southern portions of the 1979 asbestos concrete pipe originally constructed under As-Built number 40-09 in Presilla Drive. Once the 1655-1 Reservoir is constructed, the pressure in the southern pipelines will slightly increase. In preparation for the increased operating pressures, this pipeline is being replaced with higher pressure rated pipe. Includes cost to highline customers during construction. COMMENTS: FY 2023 - Increase overall budget to reflect current bidding costs: $82/in/lf FY 2024 - Project budget adjusted from $1.65M to $1.8M to reflect approximately 1760 feet of pipe replacement included in Brady's 60% design. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $25 $350 $500 $500 $290 $1,800 PRIOR YEARS: TOTAL $130 212 P2681 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2021 6/30/2024 1/3/2022 6/30/2028 $65 $200 PROJECT PHASE: 7/1/2028 6/30/2030 $1,535 PROJECT LOCATION:OWD Map Book:206 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 213 P2682AMI Project Andrea Carey 6/2/2021 0 2 $1,350,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Meters and Services As part of the District's Strategic Plan, Strategic Objective I01.1 tasks, staff will be evaluating Advanced Metering Infrastructure (AMI) technology. The last AMR change-out upgraded over 30,000 registers to 4G technology, which allows the District to read these meters either by drive-by or a fixed based system. Utilizing propagation reports from Master Meter, the District can maximize a fixed base system to read a subset of the District's meters electronically from base stations located within District facilities and analyze the benefits associated with an AMI system. This initial phase would allow staff to evaluate whether such system would be beneficial for the District during the next phase of meter change-outs beginning in Fiscal Year 2025. JUSTIFICATION OF PROJECT: Many Districts are moving towards AMI and, with a meter change-out planned within the next three (3) years, it is important the District evaluate whether this technology is a good fit for our District. Staff will be looking into grant funds for this CIP and working with Master Meter to provide discounted pricing. The budget is based on the cost of installation of base station and repeaters as well as potential environmental studies that might need to be conducted during the grant application process. COMMENTS: FY 2022 - The project cost estimate includes $200K in hardware (base station and repeaters), $75K in labor for installation, and $25K in software. FY 2023 - Board approved an increase of the budget on 1/4/2023 to $650K. FY 2025 - Additional funds were added to prepare for the expansion of AMI with the new meter change-out. Total project budget changed from $650K to $1.350M. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $200 $100 $100 $100 $100 $100 $1,350 PRIOR YEARS: TOTAL $650 214 P2682 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2021 12/31/2029 1/1/2022 6/30/2030 $20 $80 PROJECT PHASE: 7/1/2022 6/30/2030 $1,250 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $47 $47 $47 $47 $47 $47 $279 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:8/27/2024Beth Gentry 215 P2683Pump Station Safety, Monitoring, and Automation Improvements Jeff Marchioro 6/2/2021 0 2 $500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Pumping This CIP will evaluate the need for improving ladder safety equipment, installing grated catwalks, platforms, and railings to improve safety when maintaining pump station equipment and the planning, design, and construction of any recommended improvements. This CIP will also review monitoring equipment and sensors at each pump station. This CIP will plan, design, and construct any recommended vibration monitoring, high-temperature shutoffs and alarms, and any other sensor for any heavy equipment containing rotating or moving parts. This will include power quality monitoring equipment for incoming utility and individual motor power at pump stations. All equipment will alert staff of maintenance needs or immediate intervention to extend the useful life of District equipment and improve the automation of District facilities. JUSTIFICATION OF PROJECT: In addition to improving safety, these improvements will reduce the need to periodically rent equipment to provide access to hard-to-reach District equipment for maintenance or repairs. The monitoring improvements will also reduce or possibly eliminate annual testing, that is currently outsourced, and improve automation at each site. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $100 $100 $100 $100 $20 $40 $500 PRIOR YEARS: TOTAL $40 216 P2683 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2021 6/30/2023 7/1/2023 12/31/2024 $25 $50 PROJECT PHASE: 1/1/2025 6/30/2030 $425 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 217 P2684Zero Emission Vehicles and Charging Infrastructure Lito Santos 6/8/2022 0 1 $2,000,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General This project is for the capital purchase of various electric vehicle equipment for daily District functions. This includes the installation of the charging infrastructure needed to power Zero Emission Vehicles (ZEVs) for light, medium, and heavy-duty electric vehicles. This will reduce the District's operating costs, eliminate emissions, and simplify vehicle maintenance while transitioning to electric vehicles. This will include Level 2 AC and Level 3 DCFC charging stations and new electrical services and panels. JUSTIFICATION OF PROJECT: This aligns with the objectives of the State of California's Executive Order N-79-20 and the Advanced Clean Fleet Regulation to require ZEV purchases when adding to the District's fleet of vehicles. COMMENTS: FY 2023 - Executive Order N-79-20 and the Advanced Clean Fleet Regulation scope includes cities, counties, special districts, and state agencies. ZEV purchases required when adding to the fleet. 50% of 2024-2026 model year vehicles must be ZEVs. 100% of 2027 and newer model years must be ZEVs. Three year exemption in designated counties until 2027 (not San Diego). Plug-in hybrids count the same as ZEVs until 2035. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%50%0%0%50% Replacement 0%0%50%0%50% TOTAL:0%50%50%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $150 $330 $525 $450 $415 $0 $2,000 PRIOR YEARS: TOTAL $130 218 P2684 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2022 6/30/2024 7/1/2024 6/30/2025 $130 $150 PROJECT PHASE: 7/1/2025 6/30/2029 $1,720 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 219 P2685980/711 PRS Renovation - Proctor Valley Rd Jeff Marchioro 6/8/2022 3 2 $850,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution Renovation of existing Pressure Reducing Station (PRS) located near the intersection of Proctor Valley Road and Mount Miguel Road. The PRS supplies water from the 980 Pressure Zone (PZ) to the 711 PZ and 680 PZ during periods of high water demand and serves as a redundant feed for the area. JUSTIFICATION OF PROJECT: The piping and valves at the PRS are corroded and in need of replacement. The PRS was constructed in 1992 and has electrical service with sump pump and ventilation fans, which will also be replaced. COMMENTS: FY 2023 - Budget is based upon PRS CIP projects for Melrose and Oleander Avenue bid in 2021 with adjustments for electrical components and site conditions. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $10 $70 $100 $400 $270 $0 $850 PRIOR YEARS: TOTAL $0 220 P2685 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2025 7/1/2024 6/30/2027 $5 $225 PROJECT PHASE: 7/1/2027 6/30/2029 $620 PROJECT LOCATION:OWD Map Book:144 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 221 P2686870 PZ Seismic Vault Renovation Beth Gentry 6/8/2022 2 2 $400,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission Renovation of existing Seismic Vault located on the 30-inch potable water line near the 870-2 Pump Station. The vault houses an isolation valve with air valve and blow off assemblies. Replacement of piping, valves, and appurtenances are required as well as the resolution of handling groundwater intrusion into the vault. JUSTIFICATION OF PROJECT: The piping, valves, and appurtenances in the vault are corroded and in need of replacement. The vault was constructed in 2001. COMMENTS: FY 2023 - Budget is based upon altitude valve vault renovation project at the 980 Reservoirs bid in 2021. FY 2024 - Budget increased from $350k to $400k to reflect inflationary conditions. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $5 $150 $150 $90 $0 $400 PRIOR YEARS: TOTAL $0 222 P2686 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2025 7/1/2025 6/30/2026 $5 $10 PROJECT PHASE: 7/1/2026 6/30/2029 $385 PROJECT LOCATION:OWD Map Book:055 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 223 P2687Steele Canyon Rd Bridge 803 PZ 20-inch WL Renovation Beth Gentry 6/8/2022 5 1 $600,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission Replacement of the existing 20-inch steel water line installed on the Steele Canyon Road Bridge that spans the Sweetwater River. Work will be completed in two phases, the first phase will address immediate corrosion concerns of the piping and replace broken pipe supports. The second phase will replace all pipe supports and protective coating of the pipeline. JUSTIFICATION OF PROJECT: The pipeline was constructed in 1990. After a recent repair to an air/vac assembly on the bridge, a follow up inspection identified corrosion to the pipe and bridge supports. Several portions of the existing pipeline were noted to have corrosion pitting, primarily located at pipe supports. Although the piping has expansion joints, the pipe supports do not provide for movement of the pipeline, which has resulted in wear of the coating and corrosion of the pipe material. COMMENTS: FY 2023 - Staff are developing a yearly inspection program on all suspended potable, recycled water, and sewer pipelines to identify problem areas for preventive maintenance, repair, or replacement as they reach the end of their useful life. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $100 $100 $170 $140 $0 $0 $600 PRIOR YEARS: TOTAL $90 224 P2687 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2022 6/30/2025 7/1/2022 6/30/2026 $30 $170 PROJECT PHASE: 7/1/2022 6/30/2028 $400 PROJECT LOCATION:OWD Map Book:344 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 225 P2688Standby Power Renovations - Potable Water Doug Rahders 6/8/2022 S2080 0 2 $1,500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Energy Replacement of Tier 0 standby power systems at the potable water facilities, including 1200-1 Pump Station (PS), 1530-1 PS, 1655-1 PS, 978-1 PS, 1004-2 PS, and 711-1 PS. Systems typically include generator unit, transfer switch, fuel storage tank, and appurtenances. Where replacement tanks will be installed, these will be double containment units to reduce potential fuel spills. JUSTIFICATION OF PROJECT: APCD is expected to phase out the permitting of Tier 0 generators. No timetable has been set at this time. COMMENTS: FY 2024 - CIP budget increased from $750K to $1.5M based on itemized capital purchases projected spending. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $76 $150 $170 $200 $0 $200 $833 PRIOR YEARS: TOTAL $37 226 P2688 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2022 6/30/2033 $1,500 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 227 P2689944-1-9 Pump Station Meter Vault Renovation Beth Gentry 6/8/2022 5 2 $200,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission Renovation of existing flow meter vault at the 944-1-9, including replacement of piping, meter, and appurtenances. Resealing of wall penetrations are needed to prevent groundwater infiltration into the vault. JUSTIFICATION OF PROJECT: The piping and meter in the vault are greatly corroded and in need of replacement. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $20 $60 $60 $60 $0 $0 $200 PRIOR YEARS: TOTAL $0 228 P2689 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 10/30/2024 11/1/2024 6/30/2026 $20 $50 PROJECT PHASE: 7/1/2026 6/30/2028 $130 PROJECT LOCATION:OWD Map Book:321 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 229 P2690850-4 Reservoir Interior/Exterior Coating Lito Santos 6/8/2022 3 3 $1,850,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is for the replacement of the interior and exterior coatings of the 850-4 Reservoir. In addition, an assessment of the facility will be accomplished to assure compliance with all applicable codes and OSHA standards. JUSTIFICATION OF PROJECT: The 2.2 MG 850-4 Reservoir was built in 2009. Based upon the current Cathodic Assessment Report, the interior and exterior coatings are nearing the end of their useful lives and are in need of replacement. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $15 $1,350 $485 $1,850 PRIOR YEARS: TOTAL $0 230 P2690 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 1/1/2028 4/30/2028 5/1/2028 9/30/2028 $15 $65 PROJECT PHASE: 10/1/2028 6/30/2030 $1,770 PROJECT LOCATION:OWD Map Book:317 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 231 P2691City of San Diego - Otay 2nd Pipeline Phase 4 Interconnections Relocation Beth Gentry 4 1 $1,000,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission Relocation of two interconnections to the City of San Diego Otay 2nd Pipeline at Telegraph Canyon Road and East H Street. JUSTIFICATION OF PROJECT: The City of San Diego (City) is working on Phase 4 of the replacement of the 40-inch potable water line between Telegraph Canyon Road and Bonita Road with a 48-inch pipeline. The District has interconnections to this line at East H Street and Telegraph Canyon Road that will need to be replaced to conform to the new construction. COMMENTS: FY 2024 - In 2022, the City was in the early stages of planning the alignment of the new pipeline; their design is expected to be nearing completion in FY 2024, but not starting construction until FY 2026. At this time, they have limited information available on where the new interconnections will be made and what construction methods may be implemented at these locations. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $225 $150 $300 $250 $50 $0 $1,000 PRIOR YEARS: TOTAL $25 232 P2691 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2023 6/30/2024 7/1/2024 10/31/2025 $50 $250 PROJECT PHASE: 11/1/2025 6/30/2029 $700 PROJECT LOCATION:OWD Map Book:096, 111 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:1/26/2024Beth Gentry 233 P26921485-2 PS Yard Piping Modifications Jeff Marchioro 5 2 $600,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission Create potable trailer pump connections and replace existing 1960's era steel yard piping remaining at the 1485-2 Pump Station between 1485-2 Pump Station building and Lyons Valley Road. JUSTIFICATION OF PROJECT: The trailer pump connections would be used to mobilize a portable trailer mounted pump station as a backup to the 1485-2 Pump Station. The existing 1960's era thin wall steel piping, which serves as the suction and discharge for the 1485-2 Pump Station, has reached the end of its useful life. Recently, the existing 1960's-era steel piping was emergently repaired by District in-house forces. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $1 $50 $147 $400 $0 $600 PRIOR YEARS: TOTAL $1 234 P2692 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2023 12/31/2025 7/1/2026 12/31/2027 $3 $97 PROJECT PHASE: 1/1/2028 6/30/2029 $500 PROJECT LOCATION:OWD Map Book:323 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 235 P2693PL – 12 & 16-inch, 1296 Zone, Jefferson Rd., Lyons Valley Rd to Jamul Dr. Lito Santos P2058 & P2171 5 2 $3,950,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for construction of approximately 1,800 feet of 16-inch and 2,300 feet of 12-inch pipeline within the 1296 Pressure Zone (PZ) along Jefferson Road and Lyons Valley Road. JUSTIFICATION OF PROJECT: This potable water pipeline was installed in 1962 and is nearing the end of its useful life. This section of pipe has been repaired four (3) times. In 2009 and 2011, a water service connection break was repaired. Two main breaks occurred in 2022. Other segments of this 1962 era pipe have also been repaired and are scheduled to be replaced under other projects (see CIPs P2058 & P2171). COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $120 $260 $600 $1,050 $1,000 $900 $3,950 PRIOR YEARS: TOTAL $20 236 P2693 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2023 12/31/2024 1/1/2025 6/30/2026 $50 $400 PROJECT PHASE: 7/1/2026 6/30/2030 $3,500 PROJECT LOCATION:OWD Map Book:308,322,323 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 237 P2694Operations Replacement Communication Radios Doug Rahders 0 2 $155,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General This CIP will be for the purchase and installation of eighty-four (84) VHF vehicle mounted radios, ten (10) hand-held radios, one (1) repeater, and to modify the District's existing FCC license to the updated frequencies. JUSTIFICATION OF PROJECT: The two-way radio industry has dropped support for low band (ULF) frequency radios. They no longer manufacture new radios or repair parts for existing radios. The new radios are expected to have a useful life of ten (10) years. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $75 $50 $20 $10 $0 $0 $155 PRIOR YEARS: TOTAL $0 238 P2694 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2024 6/30/2028 $155 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 239 P2695Relocation of Data Center Michael Kerr 0 2 $250,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General Staff is requesting funding to conduct a data center relocation assessment. Recent environmental and minor physical problems have caused problems for the District’s existing data center. The room was constructed over two decades ago and is beginning to exhibit signs of aging. In addition to weather conditions and equipment weight producing waves in data center flooring, the space is bigger than necessary due to the staff’s technology consolidation of equipment. JUSTIFICATION OF PROJECT: The room was constructed over two decades ago and is beginning to exhibit signs of aging. COMMENTS: FY 2024 - An assessment of the existing facility and alternative locations will be prepared and this budget will be updated based on the results of the assessment. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $25 $25 $185 $15 $0 $0 $250 PRIOR YEARS: TOTAL $0 240 P2695 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2025 7/1/2025 6/30/2026 $25 $25 PROJECT PHASE: 7/1/2026 6/30/2028 $200 PROJECT LOCATION:OWD Map Book:318 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 241 P26961296-1 Reservoir Interior/Exterior Coating Lito Santos 5 3 $1,400,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is for the interior and exterior coatings of the 1296-1 Reservoir. In addition, an assessment of the facility will be accomplished to assure compliance to all applicable codes and OSHA standards. JUSTIFICATION OF PROJECT: Based upon the 2022 Cathodic Assessment Report, the 1296-1 Reservoir interior and exterior coatings are near the end of their useful lives and are in need of replacement. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $15 $1,000 $1,015 PRIOR YEARS: TOTAL $0 242 P2696 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2028 6/30/2029 7/1/2029 12/31/2029 $15 $100 PROJECT PHASE: 1/1/2030 8/30/2032 $1,285 PROJECT LOCATION:OWD Map Book:307 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:3/8/2024Beth Gentry 243 P2697Valve Replacement Program - Phase 2 Charles Mederos P2610 0 1 $12,000,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution This CIP project is for the replacement of non-functioning isolation valves on the potable water system. Phase 2 is expected to replace an average of eighty (80) valves per year during the ten-year CIP starting with twenty (20) valves in FY 2024 and FY 2025 while the criticality of the valves in the system is assessed and ranked. The replacement pace increases to keep up with the expected increase of non-functioning critical valves in the system. Life expectancy of valves are 70 years. The focus of the replacements are expected to be mainly in the La Presa and Rancho San Diego areas during the first couple of years and moving to other critical areas the following fiscal years. JUSTIFICATION OF PROJECT: Working isolation valves are vital to the efficient operation of the water system. Life expectancy is assumed to be seventy (70) years from various data sources, although this can be dependent on the maintenance of the valves. An average replacement cost of $15K/valve is expected over the duration of the CIP. Staff will be using InfoAsset Planner software's valve criticality tool along with the valve exercising list of non-functioning valves to prioritize the replacement of valves. COMMENTS: FY 2024 - Phase 1 was initiated in FY 2020 with a budget of $2M; with the first valves replaced in FY 2021, and the CIP approaching the budget limit in FY 2023. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $625 $500 $750 $1,000 $1,800 $1,000 $6,025 PRIOR YEARS: TOTAL $350 244 P2697 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2023 6/30/2040 $12,000 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 245 P2698Improve Fire Sprinkler Protection System at RWCWRF (P) Kent Payne 5 2 $75,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage Install automatic sprinklers in the Operations & Lab Building, Blower Building, Effluent Pump Building and Emergency Generator canopy. Replace the lawn sprinklers on the roof perimeter with conventional fire sprinklers. JUSTIFICATION OF PROJECT: This recommendation was a result of an inspection by ACWA JPIA on 1/26/2023. COMMENTS: FY 2024 - Overall budget of $225K to be split evenly between Sewer, Recycled Water, and Potable CIPs. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $5 $55 $10 $0 $0 $75 PRIOR YEARS: TOTAL $0 246 P2698 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2024 6/30/2028 $75 PROJECT LOCATION:OWD Map Book:319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 247 P2699Miscellaneous Replacements and Improve Fire Sprinkler Protection System in the Warehouse Kent Payne 5 2 $525,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General Improve sprinkler protection in the warehouse. Regulatory Shop rollup Doors: replace existing sliding doors and garage style door and covered Shelter Sun Protective Fabric Siding. Warehouse gutter replacement 400 linear feet custom formed galvanized with down spouts; warehouse floor refinishing and safety striping and Fleet Shop safety striping JUSTIFICATION OF PROJECT: FY 2024 - 1) Improve sprinkler protection in the warehouse. Sprinkler protection is needs to be improved to accommodate the steep ceiling slope ($235K), 2) Regulatory Shop rollup Doors - replace existing sliding doors and garage style door $25K plus $5K in electrical and lighting, covered Shelter Sun Protective Fabric Siding (to protect composite pipe from sun damage) ($45K), 3) Warehouse Gutter Replacement 400 linear feet custom formed galvanized with down spouts, warehouse floor refinishing and safety striping with Fleet Shop safety striping, Pump/Electric Shop enhancements ($45K). FY 2025 - Improvements are needed in the Operations building including carpet and paint estimated at $100K for both. The total increase in FY 2025 is $200K. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $300 $190 $0 $0 $0 $0 $525 PRIOR YEARS: TOTAL $35 248 P2699 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2023 6/30/2026 $525 PROJECT LOCATION:OWD Map Book:318, 343 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 249 P2700Pump Station Equipment Replacement Program Charles Mederos 0 1 $1,250,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Pumping This project is for the replacement of pump station motor control equipment, motors, pumps, pump valves, actuators, and other equipment along with the cost of labor to install the replacement equipment. One pump motor replacement per year and one vertical pump assembly every other year is the basis for this annual expenditure. The CIP is initially set for a ten-year period. JUSTIFICATION OF PROJECT: To allow for the quick replacement of equipment at District pump stations. COMMENTS: FY 2024 - The basis for the annual estimate of expenditures is the replacement of one (1) pump motor and one (1) vertical pump assembly every other year. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $250 $150 $100 $150 $100 $0 $900 PRIOR YEARS: TOTAL $150 250 P2700 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2023 6/30/2033 $1,250 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/29/2024Beth Gentry 251 P2706PL-16-Inch Transmission Main Assessment & Repair, 980 Zone, Olympic Parkway Beth Gentry 1 1 $3,000,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for the condition assessment and repair of failed joints within approximately 3,500 feet of 16-inch cement mortar lined and coated transmission main along Olympic Parkway east of E. Palomar Street. JUSTIFICATION OF PROJECT: Four (4) leaks have been repaired along the 16-inch, 2002-era steel transmission main, constructed under As-Built Number 330- 22, due to corrosion caused by missing interior mortar at interior joints. During the most recent repair completed in November 2023, approximately 100-feet of the pipe was inspected via CCTV, which identified missing mortar at other joints that had not yet been repaired. An assessment is needed to determine the condition of the pipeline joints throughout the pipeline. The condition assessment will also include inspection of accessible adjacent pipelines constructed under different As-Built numbers as convenient during inspection of the steel transmission main constructed under As-Built number 330-22. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $350 $650 $800 $1,000 $100 $100 $3,000 PRIOR YEARS: TOTAL $0 252 P2706 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 1/1/2025 7/1/2024 1/1/2025 $100 $150 PROJECT PHASE: 1/2/2025 6/30/2030 $2,750 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/9/2024Beth Gentry 253 P2707Pipeline Relocation for County Storm Drain Replacement Projects Lito Santos 3 2 $500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution Pipeline Relocation for the County of San Diego Storm Drain Replacement project for the existing pipelines: • PL-12-Inch ACP, 640 Zone, Jamacha Road east of Felicita Avenue. Replace it with a 12-inch PVC pipeline. • PL-6-Inch ACP, 657 Zone, Elmdale Drive northeast of Highridge Road. Replace it with an 8-inch PVC pipeline. JUSTIFICATION OF PROJECT: The County of San Diego has prior rights that require the District to relocate District facilities at District cost. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $25 $25 $250 $195 $0 $500 PRIOR YEARS: TOTAL $0 254 P2707 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2026 7/1/2026 11/30/2027 $30 $100 PROJECT PHASE: 12/1/2027 6/30/2029 $370 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/9/2024Beth Gentry 255 P2709ADA Compliance for Administration and Operation Buildings Kent Payne 3 3 $500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General Prepare an assessment of the District's Administration and Operations buildings to comply with current ADA requirements for visitors and staff. JUSTIFICATION OF PROJECT: The ADA requirements have evolved over time, and an update is needed. An architect will be selected to prepare an assessment, recommend improvements, and prepare plans and specs for the award of a construction contract for the improvements (staff will need to charge time initially to select a consultant for the professional services). The cost estimate and schedule of spending were based on the following: ten (10) restrooms including plumbing (approximately 216 sq. ft. each and $135/sq. ft.): $291.6K; six (6) kitchen modifications ($5,000 ea.): $30K; public entrance (end of its useful life of 25 years and should be upgraded to slide rather than swing out): $45K; four (4) automatic doors ($17K ea.): $68K; ramp and access: $18K; EV charger access; $15K; and professional services from an architect or similar: $30K. The estimated total is $500K. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%50%0%0%50% Replacement 0%0%50%0%50% TOTAL:0%50%50%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $60 $200 $235 $0 $0 $500 PRIOR YEARS: TOTAL $0 256 P2709 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2025 7/1/2025 6/30/2026 $5 $60 PROJECT PHASE: 7/1/2026 6/30/2028 $435 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 257 P2710Conversion of the 803-4 Reservoir Disinfection System to LAS Beth Gentry 5 2 $500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Treatment In 2020, the District amended the State Water Resources Control Board's domestic water supply permit with DDW at the 803-4 Reservoir for the installation of a permanent chemical feed system and mixer using 19.5% aqueous ammonia in a 250-gallon tank. The District is considering converting from the 19.5% aqueous ammonia system to 40% liquid ammonium sulfate (LAS). The existing system is anticipated to be compatible with the LAS conversion. The project is the permitting of the new chemical with the Regional Board and will be used as a pilot or template for up to eight (8) other sites. JUSTIFICATION OF PROJECT: COMMENTS: FY 2025 - Unlike aqueous ammonia, LAS has an indefinite storage life, is odorless, non-toxic, and safer to use and store. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $10 $25 $50 $400 $10 $500 PRIOR YEARS: TOTAL $0 258 P2710 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2026 7/1/2026 6/30/2027 $15 $35 PROJECT PHASE: 7/1/2027 6/30/2030 $450 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 259 P2711City of Tijuana Pipeline Connection Upgrades Beth Gentry 2 2 $300,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission Replace the existing control valves with control valves that can be monitored and operated remotely. Additionally, replace the backflow preventers onsite. JUSTIFICATION OF PROJECT: A power service connection will be required to operate the new equipment. Phasing of this improvement could coincide with future replacements of the manual control valves as they continue to experience increasing maintenance issues, indicating they are nearing the end of their useful lives. COMMENTS: FY 2025 - The District plans to proceed only after the money from Mexico is received. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $50 $250 $0 $0 $0 $0 $300 PRIOR YEARS: TOTAL $0 260 P2711 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2025 $0 $50 PROJECT PHASE: 7/1/2025 6/30/2026 $250 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/9/2024Beth Gentry 261 P2712PL-12-Inch Steel Pipeline Replacement, 850 Zone, Sweetwater Springs Blvd, Southeast of Jamacha Blvd. Beth Gentry 3 2 $2,000,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission Approximately 1,900 LF of 12-inch steel pipe installed in 1960 has experienced several leaks, indicating that it is nearing the end of its useful life. JUSTIFICATION OF PROJECT: The District's Asset Management Program identified this pipeline as a higher-ranked pipeline for replacement. Sections of the pipeline have been replaced over time, and the remaining sections have required repairs, with the most recent leak repair in 2023. The rough cost estimate at this early stage is based on $90/in-dia. LF, which is reflective of the District's recent installation costs (2024). Design is estimated to be about 15% of construction costs ($300K). About $50K is needed as preparation for design (RFP, geotech data, etc.). Construction will start in FY 2030. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $50 $300 $825 $1,175 PRIOR YEARS: TOTAL $0 262 P2712 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2027 2/1/2028 2/2/2028 6/30/2029 $50 $300 PROJECT PHASE: 7/1/2029 6/30/2031 $1,650 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/9/2024Beth Gentry 263 P2713PL-14-Inch ACP Pipeline Replacement, 640 Zone, SR125 Crossing and Orville Street Beth Gentry 2 3 $2,500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission Approximately 2,000 LF of steel pipe installed in 1958 is nearing the end of its predictive life (75 to 100 years). This is a critical pipeline under the SR-125 freeway and is a critical redundant source for the District’s customers west of the freeway. Alternatives to an open trench or jack and bore will be considered as the right-of-way within the freeway, which will limit traditional construction techniques. JUSTIFICATION OF PROJECT: The District's Asset Management Program identified this pipeline as a higher-ranked replacement. The rough cost estimate at this early stage is based on $90/in-dia. LF, which is reflective of the District's recent installation costs (2024). Design is estimated to be about 15% of construction costs ($350K). About $50K is needed as preparation for design (RFP, geotech data, etc.). The construction will start in FY 2030 ($1M). COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $50 $350 $1,000 $1,400 PRIOR YEARS: TOTAL $0 264 P2713 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2027 6/30/2028 7/1/2028 6/30/2029 $50 $350 PROJECT PHASE: 7/1/2029 7/1/2032 $2,100 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/9/2024Beth Gentry 265 P2714870 Reservoir Storage Bins Jeff Marchioro P2228, P2563 2 1 $400,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Distribution This project is for the construction of earthwork material storage bins and vactor truck dump at the 870 Reservoir site. JUSTIFICATION OF PROJECT: The proposed vactor dump and material storage bins at the 870 Reservoir will significantly reduce travel time and costs for crews operating in the Otay Mesa area. Currently, crews spend an average of 40-60 minutes per round trip to the existing storage and dump locations. The new proposed site cuts this travel time by at least half, saving up to $1,600 per job in travel time. Additionally, the new site is closer to the work area, reducing mileage on vehicles and subsequent fuel consumption and wear and tear. With recent growth in Otay Mesa, these savings will only increase. Based on the 2023 work data, we estimate an annual savings of $56,000, minus the time required to remove the spoils once dried from the new bins to the dump site, estimated to be ten (10) times per year at $900 per trip. It will result in a total estimated savings of $47,000, providing a return on investment of approximately 8.5 years. Therefore, the new storage bins and dump site would be a cost-effective solution for the District, improving efficiency and preparing us for future development. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 31%0%0%0%31% Betterment ID 22 0%69%0%0%69% TOTAL:31%69%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $40 $40 $300 $20 $0 $0 $400 PRIOR YEARS: TOTAL $0 266 P2714 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 12/31/2024 7/1/2024 12/31/2024 $20 $80 PROJECT PHASE: 1/1/2025 6/30/2028 $300 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total ($47)($47)($47)($47)($47)($47)($282) $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:8/27/2024Beth Gentry 267 P2715Replacement and Update of District’s Utility Network Framework Ming Zhao 0 1 $450,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General The Capital Improvement Project is designed to modernize our Esri Geographic Information System (GIS) infrastructure by migrating the District’s current Geometric Network to the Utility Network (UN) framework. JUSTIFICATION OF PROJECT: This strategic initiative aligns with the District’s commitment to advancing technological capabilities, enhancing data management, optimizing operational workflows, and advancing the asset management program. Given that Esri's geometric network support is set to expire in 2027 and will no longer be supported, the utility network (UN) framework migration is essential to the future support of the District’s Asset Management Program and related objectives. The new UN framework features not available in the current framework include, but are not limited to, advanced modeling, advanced performance capabilities, asset management dashboards and portals, and enhanced data management. Beyond these immediate feature advancements, the utility network has long-term benefits in terms of operational efficiency and adaptability to meet the strategic objectives of the District. This migration represents more than a technical upgrade; it’s an essential service component that touches everything from field data collection to the budgeting of capital asset projects and replacements. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%67%0%67% Betterment ID 22 0%33%0%0%33% TOTAL:0%33%67%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $100 $100 $250 $0 $0 $0 $450 PRIOR YEARS: TOTAL $0 268 P2715 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 12/31/2024 1/1/2025 6/30/2025 $50 $50 PROJECT PHASE: 7/1/2025 6/30/2027 $350 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/9/2024Beth Gentry 269 R2028RecPL – 8-in, 680 Zone, Heritage Road to Main Street Kevin Cameron P2595, P2596, & R2038 2 2 $900,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for construction of approximately 6,300 feet of 8-inch pipeline within the 680 Recycled Water (RW) Pressure Zone (PZ) in Village 3N in Heritage Road north of Main Street. JUSTIFICATION OF PROJECT: Project development requires a 6-inch pipeline to service the area, the District is covering the upgrade to a 8-inch pipeline to provide transmission capabilities to the other parts of the 680 PZ. COMMENTS: FY 2024 - This is a developer driven project. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 100%0%0%0%100% TOTAL:100%0%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $45 $300 $500 $50 $0 $900 PRIOR YEARS: TOTAL $0 270 R2028 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2023 6/30/2029 $900 PROJECT LOCATION:OWD Map Book:051,067 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 271 R2037RecPL – 8-in, 680 Zone, Main Street/Otay Valley Road – Village 8W Kevin Cameron P2598, P2599, R2047, & R2137 2 2 $620,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for construction of approximately 4,400 feet of 8-inch pipeline within the 680 Recycled Water (RW) Pressure Zone (PZ) in Village 8W in Main Street and Otay Valley Road. JUSTIFICATION OF PROJECT: Project development requires a 6-inch pipeline to service the area, the District is covering the upgrade to a 8-inch pipeline to provide transmission capabilities to the other parts of the 680 PZ. COMMENTS: FY 2024 - This is a developer driven project. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 100%0%0%0%100% TOTAL:100%0%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $1 $68 $500 $50 $0 $620 PRIOR YEARS: TOTAL $0 272 R2037 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2023 6/30/2029 $620 PROJECT LOCATION:OWD Map Book:052,068 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 273 R2038RecPL – 8-in, 680 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon Kevin Cameron P2595, P2596, & R2028 2 2 $470,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for construction of approximately 3,300 feet of 8-inch pipeline within the 680 Recycled Water (RW) Pressure Zone (PZ) in Village 3N in Main Street east of Heritage Road. JUSTIFICATION OF PROJECT: Project development requires a 6-inch pipeline to service the area, the District is covering the upgrade to an 8-inch pipeline to provide transmission capabilities to the other parts of the 680 PZ. COMMENTS: FY 2024 - This is a developer driven project. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 100%0%0%0%100% TOTAL:100%0%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $1 $58 $300 $110 $0 $470 PRIOR YEARS: TOTAL $0 274 R2038 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2023 6/30/2029 $470 PROJECT LOCATION:OWD Map Book:051 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 275 R2047RecPL – 12-in, 680 Zone, La Media Road - Birch/Main St Kevin Cameron P2598, P2599, R2037, & R2137 2 2 $550,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for construction of approximately 1,300 feet of 12-inch pipeline within the 680 Recycled Water (RW) Pressure Zone (PZ) in Village 8W in La Media Road between Main Street and Birch Road. JUSTIFICATION OF PROJECT: Project development requires a 6-inch pipeline to service the area, the District is covering the upgrade to a 12-inch pipeline to provide transmission capabilities to the other parts of the 680 PZ. COMMENTS: FY 2024 - This is a developer driven project. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 100%0%0%0%100% TOTAL:100%0%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $49 $300 $150 $50 $0 $550 PRIOR YEARS: TOTAL $0 276 R2047 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2023 6/30/2029 $550 PROJECT LOCATION:OWD Map Book:068 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 277 R2117RWCWRF Disinfection System Improvements Lito Santos 6/3/2015 3 1 $4,275,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Treatment The Ralph W. Chapman Water Recycling Facility (RWCWRF) does not have adequate chlorine contact basin volume to meet the San Diego Regional Water Quality Control Board (RWQCB) requirement for chlorine contact time (CT) for the recycled water produced from this facility, so it subsequently needs to use the 14-inch effluent force main to obtain the required CT. The high chlorine dosage needed with this arrangement is adversely impacting the force main, its appurtenances, and the reservoir liners. If CT can be met within the plant, the chlorine residual leaving the plant can be lowered substantially. Alternatives evaluated include additional contact basin volume, changing to ultraviolet (UV) disinfection, and other options. Expansion of the chlorine contact basin will allow for other related plant issues to be addressed including the relocating and upgrading of the filter backwash supply pumps. JUSTIFICATION OF PROJECT: The District currently uses the existing 14-inch cement mortar lining (CML) force main to meet the required chlorine contact time resulting in a higher corrosion rate for facilities on this pipeline. Reducing the chlorine residual leaving the RWCWRF will extend the useful life of pumps, the force main, and reservoir liners. COMMENTS: FY 2021 - Project includes work identified in the RWCWRF Master Plan Item 9.1. Initial study looked at possibly changing to UV disinfection in addition to increasing contact time at the plant. Preliminary assessments indicate staying with chlorine gas disinfection is the most cost-effective alternative with ensuring permit limits are met. The results of the force main assessment suggest adverse impacts from the high chlorine dosage use. The replacement of the temporary installation filter backwash supply pumps with permanent pumps (Master Plan Item 7.1) will also be resolved with this CIP. FY 2022 - Study determined UV system is the recommended process to implement. FY 2023 - Budget increased to reflect inflationary factors and regulatory compliance requirements. FY 2024 - Budget increased from $1.8M to $3.5M based on 60% design estimate. Electrical and instrumentation related to the UV and sodium hypochlorite are more involved than previously projected and material costs have risen substantially since the pre-design estimate. The alternative project of constructing a contact basin at the plant was reevaluated based on current conditions and project needs, with that total present worth cost higher than the UV project due in part to chlorine costs almost tripling in price in the last 18 months. On August 23, 2023, approved to increase the CIP R2117 budget by $775,000 (from $3,500,000 to $4,275,000). FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1,122 $1,200 $400 $100 $50 $50 $4,275 PRIOR YEARS: TOTAL $1,353 278 R2117 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2015 10/31/2020 11/1/2020 10/31/2022 $270 $530 PROJECT PHASE: 7/1/2023 6/30/2030 $3,475 PROJECT LOCATION:OWD Map Book:319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 279 R2121Res - 944-1 Reservoir Cover/Liner Replacement Jeff Marchioro 6/3/2015 5 2 $3,500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is for the replacement of the existing membrane floating cover and liner with a new membrane system. JUSTIFICATION OF PROJECT: The existing membrane floating cover and liner are aging. Design considerations should include new regulatory requirements. COMMENTS: FY 2021 - Project budget increased from $1.8M to $2.4M to reflect current pricing. FY 2024 - Project budget adjusted from $2.4M to $3.5M to reflect current pricing. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $4 $10 $60 $1,000 $1,200 $1,200 $3,500 PRIOR YEARS: TOTAL $26 280 R2121 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2015 6/30/2019 7/1/2016 9/30/2028 $25 $75 PROJECT PHASE: 10/1/2028 6/30/2030 $3,400 PROJECT LOCATION:OWD Map Book:172 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:3/7/2024Beth Gentry 281 R2136RecPL – 8-in, 680 Zone, Otay Valley Rd, SR 125 Bridge Kevin Cameron P2598, P2599, R2037, & R2137 2 3 $140,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for construction of approximately 500 feet of 8-inch pipeline within the 680 Recycled Water (RW) Pressure Zone (PZ) in the Otay Valley Road bridge over SR 125. JUSTIFICATION OF PROJECT: Project development requires a 6-inch pipeline to service the area, the District is covering the upgrade to an 8-inch pipeline to provide transmission capabilities to the other parts of the 680 PZ. Installations in bridges are estimated at a higher cost per inch per foot. COMMENTS: FY 2024 - This is a developer driven project. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 100%0%0%0%100% TOTAL:100%0%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $1 $2 $46 $90 $0 $140 PRIOR YEARS: TOTAL $0 282 R2136 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2024 6/30/2029 $140 PROJECT LOCATION:OWD Map Book:069 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 283 R2137RecPL - 8-in, 815 Zone, Hunte Parkway, SR 125 Bridge Kevin Cameron P2598, P2599, R2037, & R2047 2 3 $170,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for construction of approximately 600 feet of 8-inch pipeline within the 815 Recycled Water (RW) Pressure Zone (PZ) in the Hunte Parkway bridge over SR 125. JUSTIFICATION OF PROJECT: Project development requires a 6-inch pipeline to service the area. The District is covering the upgrade to an 8-inch pipeline to provide transmission capabilities to the other parts of the 815 PZ. Installations in bridges are estimated at a higher cost per inch per foot. COMMENTS: FY 2024 - This is a developer driven project. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 100%0%0%0%100% TOTAL:100%0%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $1 $1 $57 $110 $0 $170 PRIOR YEARS: TOTAL $0 284 R2137 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2024 6/30/2029 $170 PROJECT LOCATION:OWD Map Book:069 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 285 R2146Recycled Pipeline Cathodic Protection Improvements Jeff Marchioro 5/21/2018 P2508 0 2 $1,200,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for the replacement and repairs of existing Cathodic Protection systems on various recycled pipelines. JUSTIFICATION OF PROJECT: The ongoing Cathodic Protection Program efforts have identified various pipelines for anode replacement, cathodic test station repairs, installation of isolation kits, and repair of existing anode beds. This CIP has been budgeted based on recommendations and cost estimates found in the Otay Water District’s Cathodic Protection Program 2020 Annual Report. Up to ten (10) Cathodic Protection systems may be repaired under this CIP. COMMENTS: FY 2020 - Project budget increased from $600K to $700K to reflect current pricing. FY 2023 - Project budget increased from $700K to $1.2M to reflect current pricing and scope of work/number of sites refined through design phase. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $10 $20 $20 $100 $100 $100 $1,200 PRIOR YEARS: TOTAL $850 286 R2146 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2019 6/30/2026 7/1/2026 6/30/2027 $130 $110 PROJECT PHASE: 7/1/2027 6/30/2030 $960 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/8/2024Jeff Marchioro 287 R2148Large Meter Replacement - Recycled Andrea Carey 5/21/2018 0 1 $154,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Meters and Services This project is for the replacement of recycled water meters 3-inch or larger. JUSTIFICATION OF PROJECT: Staff has an annual large meter testing program to ensure the Otay Water District's (District) large meters are performing accurately. When a large meter fails, staff looks at the failing result, the cost of repair and/or replacement, and determines the action that will be of the greatest benefit to the District. Historically, staff has been able to repair the large recycled irrigation meters. However, as the meters age, repairing becomes more difficult and in some cases not possible. There are currently fourteen (14) recycled meters 3-inch or larger in the District's system. Based on the age of the meters, funds are distributed throughout the six-year period to account for replacement. COMMENTS: FY 2023 - Increase budget from $58K to $88K to replace additional meters. Project expenditures at this time have reached $35K. FY 2024 - Increased budget from $88K to $135K as the cost of meters has increased in the last three years. FY 2025 - Meters changed in FY 2015-2019 will start to need to be replaced, meter prices have increased. The total project budget increased from $135K to $154K. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $15 $15 $15 $15 $20 $15 $154 PRIOR YEARS: TOTAL $59 288 R2148 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2018 6/30/2030 7/1/2018 6/30/2030 $5 $5 PROJECT PHASE: 7/1/2018 6/30/2030 $144 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 289 R2152Recycled Water Meter Change-Out Andrea Carey 6/5/2019 R2143 0 3 $755,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Meters and Services The ¾-inch to 2-inch recycled water meters are reaching the end of their useful lives and will be replaced over an eight (8) year period. JUSTIFICATION OF PROJECT: The recycled water meters nearing the end of their useful lives could start to fail or malfunction and a program to do a full replacement should be initiated to identify the optimal service life of the existing meters and develop a schedule for their replacement. It is anticipated that the Otay Water District's (District) meters will reach the end of their useful lives beginning in FY 2025. This CIP will cover the cost of new meters and installation for all ¾-inch to 2-inch meters. The CIP will run from FY 2023 (planning) through FY 2035. COMMENTS: FY 2020 - An assessment of the existing inventory of meters will be made and a recommendation for replacement will be performed starting in FY 2021 and a replacement contract is expected to be awarded in FY 2026. Currently, the District follows a twenty (20) year Change-Out Program for the majority of water meters and a ten (10) year Change-Out Program for high-users. This CIP follows that timeline. FY 2025 - The cost of meters has increased dramatically over the past three years. Total cost of the project increased from $550K to $755K. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $70 $90 $130 $85 $75 $90 $540 PRIOR YEARS: TOTAL $0 290 R2152 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2025 7/1/2025 6/30/2026 $10 $70 PROJECT PHASE: 7/1/2026 6/30/2035 $675 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 291 R2153Recycled Water Pressure Vessel Program Jeff Marchioro 6/5/2019 0 2 $1,000,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Pumping This project will replace three (3) surge tanks at existing recycled water Pump Stations (PS) as needed. JUSTIFICATION OF PROJECT: Recycled water pressure vessels have a shorter life expectancy compared to the overall PS. Several existing pressure vessels within the Otay Water District (District) are nearing the end of their useful lives. COMMENTS: FY 2020 - Pressure vessels will be replaced rather than recoated. Vessels with life expectancies greater than six (6) years include the 680-1R, 944-1R, and Ralph W. Chapman Water Reclamation surge tanks. This blanket CIP will provide flexibility needed to expedite replacement of any of the three (3) existing recycled water pressure vessels if needed. CIP phase numbers will be created as needed to track expenditures for each pressure vessel. It is unlikely that any of the three (3) existing recycled water pressure vessels will be replaced within the next six (6) years; however, $50K of funding was allocated through FY 2025 to provide funding to initiate the design, if needed. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $1 $35 $50 $350 $350 $817 PRIOR YEARS: TOTAL $30 292 R2153 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2020 6/30/2024 7/1/2024 6/30/2028 $35 $150 PROJECT PHASE: 7/1/2028 6/30/2035 $815 PROJECT LOCATION:OWD Map Book:066,115 & 319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 293 R2156RecPL - 14-inch RWCWRF Effluent Force Main Improvements Jeff Marchioro 6/3/2020 R2116 3 2 $1,300,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for condition assessment and repair of the existing 16,000 linear feet of 14-inch steel force main including replacement of nineteen (19) combination air-vacuum valve assemblies and access road repairs. JUSTIFICATION OF PROJECT: Pipeline Inspection & Condition Analysis Corporation (PICA) completed a condition assessment of the force main using PICA's See Snake tool January 2015 through December 2016. PICA identified approximately forty (40) localized defects in their report. Nine (9) localized defects were selected for spot repairs which were completed through January 2019. Follow-up inspections are recommended on a ten (10) year frequency to track changes in remaining localized defects identified by PICA and overall condition of the force main. Replacement of existing combination air-vacuum valves are needed since existing valves previously replaced in 2006-2008 are reaching the end of their useful life. COMMENTS: FY 2024 - Subprojects will be created to track follow-up condition assessment inspections and spot repairs separate from replacement of existing combination air-vacuum valves and road repairs. Subprojects will be created to track follow-up condition assessment inspections and spot repairs separate from replacement of existing combination air-vacuum valves and road repairs. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $50 $150 $150 $150 $150 $915 PRIOR YEARS: TOTAL $260 294 R2156 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2020 8/31/2026 9/1/2026 8/31/2027 $500 $200 PROJECT PHASE: 9/1/2027 6/30/2035 $600 PROJECT LOCATION:OWD Map Book:186,200,304,31 8,319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 295 R2157RWCWRF Backwash Supply Pumps Upgrade Beth Gentry 6/3/2020 3 1 $500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Treatment Replacement of existing filter backwash supply pumps with new pumps with higher capacity. Project to be designed and constructed in conjunction with the disinfection system improvements and provide a suitable readily accessible location for installing the pumps. JUSTIFICATION OF PROJECT: Existing system consists of two (2) temporary installed pumps that requires both pumps to operate together to deliver the filter backwash water volume required for a filter wash process within four hours during high loading periods. The loss of a pump would require supplemental potable water to be added. COMMENTS: FY 2022 - Project was identified in the Ralph W. Chapman Water Reclamation Facility Master Plan. FY 2024 - Project budget increase from $300K to $500K to reflect refined scope of work developed during design especially related to electrical and instrumentation, plus higher materials and labor costs. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%25%0%0%25% Replacement 0%0%75%0%75% TOTAL:0%25%75%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $200 $200 $10 $0 $0 $0 $500 PRIOR YEARS: TOTAL $90 296 R2157 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2020 10/31/2020 11/1/2020 10/31/2022 $10 $70 PROJECT PHASE: 7/1/2023 6/30/2027 $420 PROJECT LOCATION:OWD Map Book:319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 297 R2158RWCWRF Stormwater Pond Improvements (R) Beth Gentry 6/3/2020 3 2 $175,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Supply (Commodity/Demand) Repair and reconfigure the stormwater retention pond at the Ralph W. Chapman Water Reclamation Facility (RWCWRF). JUSTIFICATION OF PROJECT: All stormwater within the RWCWRF is captured for treatment. The existing pond is subject to extensive burrowing by rodents and the piping connections are not properly located for returning flow to the plant headworks. Improvements to the disinfection system may require modifications to the pond to maintain the necessary detention volume. Overall budget of $350K to be split evenly between recycled and sewer CIPs. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $25 $50 $90 $5 $0 $175 PRIOR YEARS: TOTAL $0 298 R2158 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2025 7/1/2025 12/31/2025 $10 $10 PROJECT PHASE: 1/1/2026 6/30/2029 $155 PROJECT LOCATION:OWD Map Book:319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 299 R2159RecPL - 16-Inch, 680 Zone, Olympic Parkway Recycled Pipeline Replacement Beth Gentry 6/5/2021 4 1 $6,000,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for the replacement of approximately 5,500 feet of an existing 20-inch recycled water pipeline within the 680 Pressure Zone (PZ) in Olympic Parkway from Heritage Road to La Media Road in Chula Vista. Staff considered alternative construction techniques including a cured in place liner system to minimize the impact to the community and reduce the cost of the project. The new replacement pipeline is proposed to be 16-inch diameter upon reviewing hydraulic modeling results for the recycled water system. JUSTIFICATION OF PROJECT: This recycled water pipeline was installed in 2002 and has had four (4) breaks (2013, 2015, 2020, and 2021). Hydraulic modeling will be involved to determine if a liner would reduce the system operation with a smaller pipe diameter. COMMENTS: FY 2022 - The estimated annual cost for this pipeline is $83K/year ($6.25M/75 years). The District’s cost for repairs & insurance claims for the last three (3) events has averaged $350K for each repair. FY 2023 - Project budget reduced from $6.25M to $6.0M to reflect the smaller proposed 16-inch pipeline to be constructed than the original basis of a 20-inch main. Pipeline cost per inch/ft increased from last budget cycle, resulting in less of a budget reduction from the size change. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $2,500 $1,800 $750 $50 $0 $0 $6,000 PRIOR YEARS: TOTAL $900 300 R2159 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2021 6/30/2022 7/1/2022 9/30/2023 $100 $825 PROJECT PHASE: 10/1/2023 6/30/2028 $5,075 PROJECT LOCATION:OWD Map Book:082, 097 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 301 R2160Recycled Water Field Equipment Capital Purchases Doug Rahders 6/2/2021 P2286 & S2075 0 1 $700,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General This project is for capital purchases of various pieces of field equipment, pumps, and motors used for daily Otay Water District recycled water functions. JUSTIFICATION OF PROJECT: Replacements or new acquisitions of field equipment will be used for operational functions throughout the entire Otay Water District. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $200 $200 $0 $400 PRIOR YEARS: TOTAL $0 302 R2160 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2027 6/30/2031 $700 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 303 R2161450-1R Reservoir Interior/Exterior Coating & Upgrades Lito Santos 6/2/2021 2 3 $2,500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage This project is for the interior and exterior coatings of the 450-1R Reservoir (12.0 MG). In addition, an assessment of the facility will be accomplished to assure compliance to all applicable codes and OSHA standards. JUSTIFICATION OF PROJECT: Based upon the current Cathodic Assessment Report, the interior and exterior coatings on the 450-1R Reservoir are nearing the end of their useful lives and are in need of replacement. The Reservoir was constructed in 2007. COMMENTS: FY 2022 - This will be the first recoat of this tank. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $0 $0 $15 $1,000 $1,435 $50 $2,500 PRIOR YEARS: TOTAL $0 304 R2161 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 1/1/2027 4/30/2027 5/3/2027 9/30/2027 $15 $85 PROJECT PHASE: 10/1/2027 6/30/2030 $2,400 PROJECT LOCATION:OWD Map Book:66 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 305 R2162Vehicle Capital Purchases - Recycled Doug Rahders 6/2/2021 P2282 & S2078 0 1 $500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General This project is for the capital purchase of various vehicles for daily Otay Water District functions for recycled water operations. JUSTIFICATION OF PROJECT: Replacements or newly acquired vehicles will be used for recycled water operational and administrative functions throughout the entire Otay Water District. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $0 $36 $0 $0 $40 $80 $156 PRIOR YEARS: TOTAL $0 306 R2162 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2025 6/30/2031 $500 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 307 R2163450-1 RW Res Disinfection Injection Vault Renovation Jeff Marchioro 6/8/2022 2 2 $300,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission Renovation of existing disinfection injection vault located on the 30-inch recycled water line at the 450-1 Recycled Water (RW) Reservoir. Sodium Hypochlorite is injected into the water coming from the City of San Diego's South Bay facility to provide a chlorine residual. Improvements will include piping replacement and measures to handle groundwater infiltration into the vault. JUSTIFICATION OF PROJECT: The piping and appurtenances in the vault are corroded and in need of replacement. The vault was constructed in 2007. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $20 $50 $110 $100 $15 $300 PRIOR YEARS: TOTAL $0 308 R2163 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2026 7/1/2025 6/30/2026 $20 $20 PROJECT PHASE: 7/1/2026 6/30/2030 $260 PROJECT LOCATION:OWD Map Book:066 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 309 R2164450-1 RW Res Stormwater Improvements Jeff Marchioro 6/8/2022 2 2 $800,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Storage Construct a stormwater detention basin to capture and slowly release runoff from the 450-1 Recycled Water Reservoir site. Restore areas where excessive erosion has occurred to protect the District's 30-inch recycled water line crossings. JUSTIFICATION OF PROJECT: Stormwater runoff from the 450-1 Recycled Water Reservoir site has been eroding the downstream area, which poses a risk to undermining the District's 30-inch recycled water line. COMMENTS: FY 2024 - GM authorization to spend up to $70K in FY 2024 was provided 9/15/2023. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $80 $50 $300 $300 $0 $0 $800 PRIOR YEARS: TOTAL $70 310 R2164 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2022 9/30/2024 10/1/2024 9/30/2026 $30 $120 PROJECT PHASE: 7/1/2026 6/30/2029 $650 PROJECT LOCATION:OWD Map Book:066 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 311 R2165Recycled HVAC Equipment Purchase Kent Payne P2649 0 2 $75,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General This project provides funding for the capital purchase of replacement heating, ventilation, and air conditioning (HVAC) roof top air handling units (RTU) for buildings with recycled water equipment that were installed in 1998 and 2005. JUSTIFICATION OF PROJECT: Replacement HVAC equipment will be used for buildings with recycled water equipment. COMMENTS: FY 2024 - The HVAC system RTUs have reached the end of their useful lives and need to be replaced. The schedule and estimated cost for the replacement of these units will be done over several years: FY 2026: The unit at the 680-1 REC PS at 1680 Maxwell Road ($29K). FY 2027: The unit at the 680-1 REC RES; 944 REC PS at 1390 S Greensview Dr. ($29K). FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $30 $30 $10 $4 $0 $75 PRIOR YEARS: TOTAL $0 312 R2165 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2023 6/30/2025 7/1/2025 6/30/2026 $2 $2 PROJECT PHASE: 7/1/2026 6/30/2029 $71 PROJECT LOCATION:OWD Map Book:066 & 115 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 313 R2166RWCWRF Effluent Pump Station Compressors Jeff Marchioro 3 1 $175,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Pumping Replace existing Ralph W. Chapman Water Reclamation Facility (RWCWRF) Effluent Pump Station surge tank compressors. JUSTIFICATION OF PROJECT: Both the original (1978) and redundant newer (1991) compressors have reached the end of their useful lives and require replacement. The surge tank provides protection of the 14-inch RWCWRF Effluent Pipeline carrying recycled water from the plant to the recycled water storage reservoirs. The compressors were identified as a high priority for replacement in the RWCWRF Facility Master Plan. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $50 $50 $50 $5 $0 $0 $175 PRIOR YEARS: TOTAL $20 314 R2166 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2023 6/30/2024 7/1/2024 6/30/2025 $60 $50 PROJECT PHASE: 7/1/2025 6/30/2028 $65 PROJECT LOCATION:OWD Map Book:319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/26/2024Beth Gentry 315 R2167RecPL - 14-Inch, 927 Zone, Force Main Road Improvements and Erosion Repairs Jeff Marchioro R2116 5 2 $550,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Transmission This project is for the repair of the access and inspection road for the existing 16,000 linear feet of 14-inch force main, built in 1978. Improvements being considered are the installation of a paver system to be constructed in areas of storm runoff concentrated in areas of the gravel road that has historically been susceptible to erosion. JUSTIFICATION OF PROJECT: Recent rains have eroded segments of the road that need structural Best Management Practices (BMPs) help to control storm runoff and channel runoff into the proper areas. COMMENTS: FY 2024 - Staff are looking for potential grants and FEMA funding to offset the re-occurring expense of repairing the road. FY 2025 - Budget adjusted assuming approximately 1,200 lineal feet of access road will be stabilized at two locations near blow offs 14 and 15 with Contech ArmorFlex pavers (or similar). FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $50 $250 $245 $0 $0 $0 $550 PRIOR YEARS: TOTAL $5 316 R2167 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2023 6/30/2025 7/1/2023 6/30/2025 $50 $50 PROJECT PHASE: 7/1/2023 6/30/2027 $450 PROJECT LOCATION:OWD Map Book:172,186,200,30 4,318, 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 317 R2168Improve Fire Sprinkler Protection System at RWCWRF (R) Kent Payne 5 2 $75,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General Install automatic sprinklers in the Operations & Lab Building, Blower Building, Effluent Pump Building and Emergency Generator canopy. Replace the lawn sprinklers on the roof perimeter with conventional fire sprinklers. JUSTIFICATION OF PROJECT: This recommendation was a result of an inspection by ACWA JPIA on 1/26/2023. COMMENTS: FY 2024 - Overall budget of $225K to be split evenly between Sewer, Recycled Water, and Potable CIPs. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 22 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $5 $55 $10 $0 $0 $75 PRIOR YEARS: TOTAL $0 318 R2168 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2024 6/30/2028 $75 PROJECT LOCATION:OWD Map Book:319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 319 R2169Pump Station Equipment Replacement Program (R) Charles Mederos 0 1 $600,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Pumping This project is for the replacement of recycled water pump station motor control equipment, motors, pumps, pump valves, actuators, and other equipment, along with the cost of labor to install the replacement equipment. The basis for the annual estimate of expenditures is the replacement of one pump motor every other year and one vertical pump assembly every four years. The CIP is initially set for a ten-year period. JUSTIFICATION OF PROJECT: To allow for the quick replacement of equipment at District pump stations. COMMENTS: FY 2024 - The basis for the estimate of expenditures is the replacement of one (1) pump motor every other year and one (1) vertical pump assembly every four years. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $75 $75 $75 $75 $100 $75 $513 PRIOR YEARS: TOTAL $38 320 R2169 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2023 6/30/2035 $600 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 321 R2172RWCWRF - Tertiary Trough Replacement Lito Santos 3 2 $250,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Treatment The Ralph W. Chapman Water Recycling Facility's (RWCWRF) tertiary filter troughs are in need of replacement. There are four (4) troughs that convey treated secondary water into the tertiary filter in the process of producing recycled water. Troughs are also utilized during the backwashing of the media filter into a waste backwash tank. The existing troughs are aging and showing signs of nearing the end of their useful lives and have buckled and twisted beyond repair and will need to be designed and replaced. JUSTIFICATION OF PROJECT: The existing troughs are at the end of their useful lives and have buckled and twisted beyond repair and will need to be designed and replaced. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $40 $210 $0 $0 $0 $0 $250 PRIOR YEARS: TOTAL $0 322 R2172 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 12/31/2024 1/1/2025 6/30/2025 $10 $30 PROJECT PHASE: 7/1/2025 12/31/2025 $210 PROJECT LOCATION:OWD Map Book:319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/9/2024Beth Gentry 323 S2012San Diego County Sanitation District Outfall and RSD Outfall Replacement Beth Gentry 6/4/2003 3 1 $4,000,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Residual Processing and Disposal This project is for the Otay Water District's (District) proportionate share of the San Diego County Sanitation District total costs for replacement of various system components of the existing Spring Valley and Rancho San Diego Outfall Systems, per terms of an existing agreement with the County of San Diego Sanitation District. The reimbursement also includes a proportionate share of operating and maintenance costs. JUSTIFICATION OF PROJECT: Various components of the San Diego County Sanitation District Spring Valley Outfall and the Rancho San Diego Outfall are in need of repair and/or replacement. COMMENTS: FY 2019 - For the last six (6) years, the County of San Diego Sanitation Department has billed the District an average of $100K a year. FY 2020 - The County provided an estimate of capital expenses on 4/19/2021 for the next three years of $0 for FY 2022, $344K for FY 2023, and $620K for FY 2024. These expenses will be prorated based on the proportion of the flow from each agency. FY 2025 - Increased the budget from $3.550M to $4M to account for FY 2030 expenses. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $300 $300 $400 $440 $500 $500 $4,000 PRIOR YEARS: TOTAL $1,560 324 S2012 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2003 6/30/2030 $4,000 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 325 S2024Campo Road Sewer Main Replacement Beth Gentry 5/17/2010 3 1 $11,130,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Collection This project is to upgrade the sewer main capacity of approximately 11,050 feet of existing 10-inch PVC sewer main, 450 feet of 10-inch reinforced polymer mortar pipe sewer main, and 50 feet of 15-inch sewer main. The project location begins at the south end of Avocado Boulevard, through the Rancho San Diego Village Shopping Center, paralleling the SR-94/Campo Road in the adjacent open space. JUSTIFICATION OF PROJECT: The existing sewer main is under-sized and must be replaced to increase capacity. Portions of the sewer main are located in areas of sensitive habitat making it difficult to access for maintenance. COMMENTS: FY 2017 - Project design to be completed in FY 2016. Construction estimate is $6.5M, with additional costs for administration, easements, inspection, and management bringing the estimate to $7.3M (was previously estimated at $4.5M). Projected construction costs throughout the design phase have consistently been between $6-7M. FY 2018 - Easement costs increased from $150K to $350K. Construction costs increased with delay from easement acquisition, apparent low bid is $7.82M, with additional costs for administration, inspection, and construction management bringing the project total estimate to $10.1M. This project may be partially funded by sewer debt proceeds. FY 2019 - Budget increases from $10.1M to $10.3M to reflect change orders from rock excavations and conflicting utilities. Construction costs increased with delay from easement acquisition. Apparent low bid is $7.82M, with additional costs for administration, inspection, and construction management bringing the project total estimate to $10.3M. This project may be partially funded by sewer debt proceeds. FY 2020 - Additional costs for administration, inspection, and construction management bring the project total estimate to $10.53M. This project may be partially funded by sewer debt proceeds. FY 2021 - The Board approved an increase to the CIP Budget on 9/4/2020 to $10.98M. An additional $20K was added during the budget cycle to provide funds for warranty period. FY 2022 - Caltrans site restoration warranty work requires additional CIP budget allocation of $80K. FY 2024 - Caltrans site restoration warranty work has been extended requiring additional CIP allocation of $50K. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%50%0%50% Betterment ID 18 0%50%0%0%50% TOTAL:0%50%50%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $25 $5 $0 $0 $0 $0 $11,130 PRIOR YEARS: TOTAL $11,100 326 S2024 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2010 12/31/2014 1/1/2015 6/30/2016 $170 $1,330 PROJECT PHASE: 7/1/2016 6/30/2026 $9,630 PROJECT LOCATION:OWD Map Book:330 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 327 S2043RWCWRF Sludge Handling System Beth Gentry 5/14/2013 R2096 3 2 $1,500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Secondary Settling Basins This project is for a Sludge Handling System at the Ralph W. Chapman Water Reclamation Facility (RWCWRF) to reduce the amount of solids the Otay Water District (District) sends to Metro. JUSTIFICATION OF PROJECT: The District currently sends all sludge produced at RWCWRF to Metro for treatment. The District's Wastewater Management Plan provided a preliminary estimate of the cost of handling sludge at the RWCWRF that is close to the cost Metro charges the District for treatment of solids. COMMENTS: FY 2018 - City of San Diego has established criteria for the billing of sewage flow and strength towards the implementation of the Pure Water Program in the Amended and Restated Disposal Agreement. Based upon this information, the feasibility of handling solids at the RWCWRF will be assessed. This CIP is as indicated in the RWCWRF Master Plan under item 11.2. FY 2021 - Suspend this CIP at end of FY 2020. Report completed in FY 2020 does not recommend adding sludge handling facilities at RWCWRF. Until Amended Agreement is executed, future alternatives may arise for consideration. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 18 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $1 $1 $1 $1 $50 $50 $234 PRIOR YEARS: TOTAL $130 328 S2043 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2013 6/30/2027 7/1/2023 6/30/2028 $67 $68 PROJECT PHASE: 7/1/2026 6/30/2035 $1,365 PROJECT LOCATION:OWD Map Book:319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 329 S2049Calavo Basin Sewer Rehabilitation - Phase 2 Beth Gentry 5/23/2016 S2050 5 2 $1,150,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Collection This project is for repairs to the gravity sanitary sewer system to repair areas with potential for sewer backups and spills. This project addresses the following sewer sites, primarily in the Calavo area: 56, 78, 242, 452 and 746. The replacement of eight (8) sewer manholes will also be included. JUSTIFICATION OF PROJECT: The closed circuit television sewer assessment program process has assisted in the identification of sewer mains containing sags, which has allowed debris to accumulate, and/or are damaged and need to be repaired. This is a continuation of the CIPs in this area. Calavo Phase I was completed in 2017. Rehabilitating these sags will prevent debris from accumulating and sewer system overflows. COMMENTS: FY 2017 - This project was taken from S2033 and is the next highest priority areas after the Rancho San Diego Phase 1 project for open cut repairs. FY 2018 - Construction to be scheduled after completion of Campo Road Sewer project. FY 2019 - Additional planning time has been included to resolve easement infringement cases that are apparent. This project may be partially funded by sewer debt proceeds. FY 2021 - Site 310 on hold until adjacent site development and subsequent potential sewer revisions therein are determined. FY 2023 - Moved Site 310 to S2054 Calavo Phase 3 and added Site 242. Budget adjusted to reflect inflationary conditions. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $30 $100 $600 $250 $50 $40 $1,150 PRIOR YEARS: TOTAL $80 330 S2049 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2016 9/30/2019 10/1/2019 1/31/2023 $30 $90 PROJECT PHASE: 2/1/2023 6/30/2030 $1,030 PROJECT LOCATION:OWD Map Book:353, 354, 365 & 366 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:1/26/2024Beth Gentry 331 S2050Rancho San Diego Basin Sewer Rehabilitation - Phase 2 Beth Gentry 5/23/2016 S2049 5 2 $1,100,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Collection This project is for the repairs to gravity sanitary sewer system to repair areas with potential for sewer backups and spills. This project addresses the following sewer sites: 462, 705, 724, 725, and additional nearby manhole repairs. All sites that are within or adjacent to Jamacha Road will require Caltrans permitting. Potholing required during design to avoid utility conflicts. JUSTIFICATION OF PROJECT: The closed circuit television sewer assessment program process identified sags and roots in this section of pipe, which has allowed debris to form, and/or are damaged and need to be repaired. This is a continuation of the CIPs in this area. Rehabilitating these sags will prevent debris from accumulating and sewer system overflows. COMMENTS: FY 2017 - This project is taken from S2033 and is the next highest priority area for open cut repairs after the Calavo Phase 2 project. FY 2019 - Additional planning time and costs incorporated to deal with easement issues that are apparent at several of the sites. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $41 $80 $100 $300 $500 $70 $1,100 PRIOR YEARS: TOTAL $9 332 S2050 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2018 6/30/2024 7/1/2024 8/31/2026 $30 $220 PROJECT PHASE: 9/1/2026 6/30/2030 $850 PROJECT LOCATION:OWD Map Book:355, 356, 357, 368, 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:1/26/2024Beth Gentry 333 S2054Calavo Basin Sewer Rehabilitation - Phase 3 Beth Gentry 5/23/2016 5 2 $1,300,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Collection This project is for the repairs to gravity sanitary sewer system to repair areas with potential for sewer backups and spills. This project addresses the following sewer sites in the Calavo area: 93, 150.1, 150.2, 310, and 1000. JUSTIFICATION OF PROJECT: The closed circuit television sewer assessment program process identified sags and roots in this section of pipe, which has allowed debris to form, and/or are damaged and need to be repaired. This is a continuation of the CIPs in this area; Calavo Phase 1 was completed in 2017 and Calavo Phase 2 (S2049) is scheduled prior to this project. Rehabilitating these sags will prevent debris from accumulating and reduce the potential for sewer system overflows. COMMENTS: FY 2018 - This project is taken from S2033 and is the next highest priority areas after the Rancho San Diego Phase 2 project for open cut repairs. FY 2023 - Added Area 310 (originally in S2049 Calavo Phase 2) to allow for property development plans to be determined to understand the impacts to the sewer. Project budget adjusted to consider scope of work change and inflationary cost impacts. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $10 $10 $10 $50 $50 $50 $180 PRIOR YEARS: TOTAL $0 334 S2054 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 1/31/2026 2/1/2026 6/30/2027 $20 $200 PROJECT PHASE: 7/1/2027 6/30/2032 $1,080 PROJECT LOCATION:OWD Map Book:353, 354, 365, 366 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 335 S2060Steele Canyon Pump Station Replacement Beth Gentry 5/21/2018 3 3 $1,900,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Collection Replacement of the existing Steele Canyon Sewage Pump Station (PS) is required to raise the PS above the 100-year flood plain and to enable handling of daily peak flows for future flow equalization at the Ralph W. Chapman Water Reclamation Facility (RWCWRF). Replacement of the flow splitting manhole on the gravity sewer diverting flow to the PS is also involved. JUSTIFICATION OF PROJECT: The existing PS was built in 1981 and is located within the 100-year flood plain, making it susceptible to significant flood damage as the pumps and electrical equipment are installed below the potential flood elevation. By the time of project construction, the electrical components of the PS will have reached the end of their useable lives. Elimination of the chopper feature on the pumps will aid the operational efficiency of the treatment plant rotary screens. Flow diversion improvements and increased pumping capacity will allow for additional treatment during low diurnal night flow periods when coupled with flow equalization at the RWCWRF. COMMENTS: FY 2019 - This CIP is based upon the RWCWRF Master Plan Items 3.1 and 3.3 recommendations. Master Plan estimated costs for the two (2) items are $797K and $148.3K, for a total of $945.3K. CIP budget set at $1M. An assessment of the PS will be made before the design of the replacement PS begins. FY 2020 - The replacement of Cottonwood Sewage Pump Station is deemed a higher priority than this PS, delaying the start of design until the Cottonwood Sewage Pump Station is completed. FY 2023 - Costs adjusted to reflect current inflationary climate. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $40 $50 $100 $300 $500 $500 $1,490 PRIOR YEARS: TOTAL $0 336 S2060 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2025 7/1/2025 6/30/2027 $50 $150 PROJECT PHASE: 7/1/2027 6/30/2032 $1,700 PROJECT LOCATION:OWD Map Book:331 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 337 S2061RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S) Beth Gentry 5/24/2017 R2119 3 1 $220,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Aeration Basins This project will consolidate the aeration controls for the biological treatment process of the Ralph W. Chapman Water Reclamation Facility (RWCWRF) to fully integrate the aeration system controls and allow for automated adjustments. Also, included are studies for plant optimization and long-term cost effectiveness of the facility considering proposed Pure Water/Point Loma Secondary Equivalency on sewer rates. JUSTIFICATION OF PROJECT: Implementation of the Aeration Controls Consolidation task will eliminate operational risks that include: - Dealing with shock loads on the plant that upset the biological process. Plant can take a week to recover, which results in returning some or all flows to Metro during this recovery time. These events can occur 2-3 times a year. - Allow for automatic adjustment of air flow level. Plant cannot automatically adjust air levels that need twice daily manual entry at this time, weekends see reductions in nitrogen removal that can lead to a permit violation. COMMENTS: FY 2018 - Budget set at $190K to reflect identified scope of work from the Treatment Plant Master Plan under 5.2 Aeration Controls Consolidation ($157.8K) [Note that 12.1 Automation/SCADA Upgrades that are not operational costs are covered in CIP P2485 and that 13.7 Security Improvements are covered in CIP P2382], plus $30K for proposed optimization planning studies. Recycled Water CIP R2119 closed out at end of FY 2017. FY 2020 - Adjusted budget to reflect inflation since initial scope identification. Increased from $190K to $220K. FY 2024 - Initial programming has been performed and is being monitored for performance. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $10 $20 $100 $0 $0 $0 $210 PRIOR YEARS: TOTAL $80 338 S2061 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2017 6/30/2019 7/1/2017 12/31/2019 $30 $30 PROJECT PHASE: 1/1/2020 6/30/2027 $160 PROJECT LOCATION:OWD Map Book:319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:6/28/2024Beth Gentry 339 S2066Rancho San Diego Basin Sewer Rehabilitation - Phase 3 Beth Gentry 5/21/2018 5 3 $950,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Collection This project is for the repairs to gravity sanitary sewer system to repair areas with potential for sewer backups and spills. This project addresses the following sewer sites: 735 and 747 plus manhole repairs/replacements adjacent to the project site. A total of 700 linear feet of sewer is required for the sewer replacement and rerouting to resolve pipe sags. JUSTIFICATION OF PROJECT: The closed circuit television sewer assessment program process identified sags and roots in this section of pipe, which has allowed debris to form, and/or are damaged and in need of repair. This is a continuation of the CIPs in this area; Phase 1 was completed in 2017 and Phase 2 (S2050) is scheduled prior to this project. Rehabilitating these sags will prevent debris from accumulating and reduce the potential for sewer system overflows. COMMENTS: FY 2019 - This project is taken from S2033 and is the next highest priority area for open cut repairs after the Calavo Phase 3 project. Extended planning time and costs incorporated to deal with easement issues that are apparent at several of the sites. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $5 $5 $5 $50 $50 $120 PRIOR YEARS: TOTAL $0 340 S2066 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2027 7/1/2027 6/30/2030 $15 $185 PROJECT PHASE: 7/1/2030 6/30/2033 $750 PROJECT LOCATION:OWD Map Book:355,356,357,368 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 341 S2069Cottonwood Sewer Pump Station Renovation Lito Santos 6/5/2019 5 2 $3,000,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Collection Renovation and replacement of structural, architectural, and mechanical equipment at the Cottonwood Sewer Pump Station (PS) facility is required due to age and corrosion. Replacement needs are not immediate, but design of the facility is recommended to begin before additional development occurs within the sewer shed. Also, the PS lacks emergency storage, which increases the likelihood of a sewage spill in the event of an operating issue. This PS serves both County and Otay Water District (District) customers (about 50/50 split) so County participation in the costs and design will be involved. (Project budget indicated is for the entire project, District portion will be half.) Replacement pumps need to be sized for future growth to the PS. Existing pumping capacity is estimated at about 380 gpm, which is appropriate for the existing EDU count and basin I/I. JUSTIFICATION OF PROJECT: The PS was constructed in 1986 with suction lift pumps and features a partially buried pump room due to the limitations of the suction lift process. Access into the pump room is difficult, requiring a ladder up then a ladder down into the pump room. The aluminum panel roof leaks and the room does not dry out readily afterwards, this has contributed to corrosion of the equipment. The PS wet well is undersized to provide adequate pump run times per WAS design standards. Emergency storage should be included to allow time for operators to respond to a PS problem to prevent a sewage spill. COMMENTS: FY 2020 - This project will include Expansion costs to cover future development within the sewer shed. The expiration of the County Urban Limit Line needs to be considered in assessing future flows. It is not known what portion of future development will be County's or District's customers, as the area is not delineated between the two (2) agencies. The increased capacity of the PS, due to expansion, impacts the pump sizing, wet well, and emergency storage volumes, and potentially the electrical service to the PS. The addition of emergency storage at the PS will fall under Betterment funding. FY 2021 - Budget increased from $1.8M to $2.5M to reflect construction cost increases noted on other projects and anticipated property acquisition for the replacement station. Project design duration has been extended to allow for property acquisition. FY 2023 - Budget increased from $2.5M to $3M based on inflationary conditions and contingencies. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Expansion 25%0%0%0%25% Betterment ID 18 0%25%0%0%25% Replacement 0%0%50%0%50% TOTAL:25%25%50%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $350 $350 $900 $800 $100 $0 $3,000 PRIOR YEARS: TOTAL $500 342 S2069 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2019 6/30/2021 7/1/2021 6/30/2025 $200 $700 PROJECT PHASE: 7/1/2025 6/30/2029 $2,100 PROJECT LOCATION:OWD Map Book:332 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Beth Gentry 343 S2071San Diego Metro Wastewater Capital Improvements Beth Gentry 6/5/2019 S2012 5 1 $8,300,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Residual Processing and Disposal This project is for the Otay Water District's (District) proportionate share of the San Diego Metro Wastewater Capital Improvements for the San Diego Pure Water project, per terms of an existing agreement with the City of San Diego (City). The reimbursement also includes a proportionate share of operating and maintenance costs. JUSTIFICATION OF PROJECT: COMMENTS: FY 2020 - Pure Water Phase 1 is projected to cost the District’s sewer customers $2.57M in Nov 2018 dollars. The City is expected to obtain financing for a large portion of the capital cost; the impact will be amortized over a period of twenty (20) to thirty (30) years, depending on the types of financing. Annual costs until Phase 2 work is started are projected at $100,000. FY 2021 - Phase 2 of Pure Water is currently proposed to be constructed by 2035, with the total District cost allocation estimated at $8.23M in Nov 2018 dollars. Inflation of capital costs is adjusted annually in July using the Engineering News Record - Los Angeles Construction Cost Index. The Exhibit G capacity in the Metro Agreement of 0.38 MGD average annual Fiscal Year flow estimated for 2050 includes a small increment for expansion of 0.13 MGD. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 18 0%66%0%0%66% Expansion 34%0%0%0%34% TOTAL:34%66%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $125 $100 $100 $100 $100 $100 $1,000 PRIOR YEARS: TOTAL $375 344 S2071 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2019 6/30/2065 $8,300 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:3/1/2024Beth Gentry 345 S2072RWCWRF Rotary Screen Replacement Lito Santos 6/3/2020 3 2 $600,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Screening & Grit Removal Replacement of the existing headworks rotary screen at the Ralph W. Chapman Water Reclamation Facility (RWCWRF). The screen removes larger particulate matter from the wastewater stream that is compacted and disposed of at the landfill. This process is an important first step in the treatment train. The replacement screen is recommended to be similar to the existing screen in opening size and materials of construction. Replacement of adjacent piping and valves is recommended to also be included to match the new screen connections. Project also requires replacement of the channel protective coating below the screen. A more substantial plate may need to be installed due to the conditions present. JUSTIFICATION OF PROJECT: Existing screen was installed in 1992 and has been refurbished several times. An inspection of the screen by the manufacturer found the screen to be in good shape, considering its age, but preparations for replacement should be planned by FY 2027. Excessive wear of the channel wall due to the sewage discharge from the screen requires a more substantial material than the coating currently installed. COMMENTS: FY 2023 - Added improvements to the channel wall supporting the screen, increasing the budget amount from $450K to $600K. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $60 $100 $200 $100 $85 $50 $600 PRIOR YEARS: TOTAL $5 346 S2072 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2020 12/31/2025 1/1/2023 12/31/2026 $25 $125 PROJECT PHASE: 1/1/2023 6/30/2030 $450 PROJECT LOCATION:OWD Map Book:319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:2/9/2024Beth Gentry 347 S2074RWCWRF Stormwater Pond Improvements (S) Beth Gentry 6/3/2020 R2117 3 2 $175,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Supply (Commodity/Demand) Repair and reconfigure the stormwater retention pond at the Ralph W. Chapman Water Reclamation Facility (RWCWRF). JUSTIFICATION OF PROJECT: All stormwater within the RWCWRF is captured for treatment. The existing pond is subject to extensive burrowing by rodents and the piping connections are not properly located for returning flow to the plant headworks. Disinfection system upgrades may require modifications to the pond to maintain the necessary detention volume. Overall budget of $350,000 to be split evenly between recycled and sewer CIPs. COMMENTS: FY 2022 - Project is dependent upon the disinfection system impacts. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $10 $40 $40 $30 $30 $25 $175 PRIOR YEARS: TOTAL $0 348 S2074 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 10/31/2024 11/1/2024 10/31/2025 $5 $45 PROJECT PHASE: 11/1/2025 6/30/2030 $125 PROJECT LOCATION:OWD Map Book:319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 349 S2076RWCWRF Grit Chamber Improvements Beth Gentry 6/2/2021 3 2 $250,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Screening & Grit Removal Improve the efficiency of the grit removal process system at the Ralph W. Chapman Water Reclamation Facility (RWCWRF) to decrease the amount of grit accumulating in the biological process tanks. JUSTIFICATION OF PROJECT: Large deposits of grit have been observed in the anoxic zone first chamber of the biological process tanks where raw wastewater enters after screening and grit removal. These deposits are contributing to the creation of anaerobic conditions in the anoxic zone that can cause process upsets. The existing grit system has been in operation since 1991 and has few control abilities to optimize the process. An analysis of the system is required to determine the improvements required for a more efficient operation. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $24 $25 $30 $40 $80 $50 $250 PRIOR YEARS: TOTAL $1 350 S2076 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2023 12/31/2023 1/1/2024 8/30/2024 $5 $20 PROJECT PHASE: 10/1/2024 6/30/2030 $225 PROJECT LOCATION:OWD Map Book:319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 351 S2077RWCWRF Blowers Renovation Beth Gentry 6/2/2021 3 2 $400,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Aeration Basins Refurbish the three (3) blowers at the Ralph W. Chapman Water Reclamation Facility (RWCWRF) used to supply air to the aeration basins and other processes. Work includes the replacement of impellers and heat exchangers. JUSTIFICATION OF PROJECT: Inspection of the three (3) air blowers by the manufacturer's representative found wear of the impellers on the units, with a recommendation to replace them. It was also indicated that the existing heat exchangers are obsolete and should be replaced at this time as well. The blowers were installed in 2012. Staff will review the recommendations and assess the potential for replacing the blowers with an alternative manufacturer as the refurbishment costs are projected to exceed 50% of the original equipment costs. The operational issues currently being investigated under CIP S2061 will also be reviewed to see if a different system would resolve the problem. COMMENTS: FY 2022 - Planning and assessing the potential renovation or replacement of the equipment will be performed during FY 2022, which will determine the timing and scope of the project. Work is expected to be performed one unit at a time to reduce the impact to the RWCWRF. FY 2023 - Budget increased from $350K to $400K to reflect updated refurbishment quote. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $120 $120 $40 $0 $0 $0 $400 PRIOR YEARS: TOTAL $120 352 S2077 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2023 6/30/2024 7/1/2024 6/30/2025 $120 $120 PROJECT PHASE: 7/1/2025 6/30/2027 $160 PROJECT LOCATION:OWD Map Book:319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 353 S2078Vehicle Capital Purchases - Sewer Doug Rahders 6/2/2021 P2282 & R2162 0 1 $900,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General This project is for the capital purchase of various vehicles for daily Otay Water District functions for sewer operations. JUSTIFICATION OF PROJECT: Replacements or newly acquired vehicles will be used for sewer operational and administrative functions throughout the Otay Water District sewer basin. COMMENTS: FY 2024 - CIP budget was increased to $750K for the Vactor truck purchase in FY 2027 and future purchases out to FY 2033. FY 2025 - The total CIP Budget Project increased by $150K due to increased costs for sewer CCTV van/equipment and expected increase in costs for all vehicles. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $0 $0 $660 $0 $0 $0 $660 PRIOR YEARS: TOTAL $0 354 S2078 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2026 6/30/2033 $900 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 355 S2079Steele Canyon Rd Bridge 6-inch Sewer FM Renovation Beth Gentry 6/8/2022 5 1 $350,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Collection Replacement of the existing 6-inch steel sewer force main installed on the Steele Canyon Road Bridge that spans the Sweetwater River. Work will be completed in two phases. The first phase is to address immediate corrosion concerns of the piping. The second phase will replace additional piping, all pipe supports, and protective coating of the pipeline. JUSTIFICATION OF PROJECT: The pipeline was constructed in 1990. After a recent repair to an air/vac assembly on the bridge a follow up inspection identified corrosion to the pipe and bridge supports. Several portions of the existing pipeline were noted to have corrosion pitting, primarily located at the victaulic pipe joints. Although the piping has expansion joints, the pipe supports do not provide for movement of the pipeline, which has resulted in wear of the coating and corrosion of the pipe material. COMMENTS: FY 2023 - Staff are developing a yearly inspection program on all suspended potable water, recycled water, and sewer pipelines to identify problem areas for preventive maintenance, repair, or replacement as they reach the end of their useful lives. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $50 $200 $70 $10 $0 $0 $350 PRIOR YEARS: TOTAL $20 356 S2079 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2023 6/30/2025 7/1/2023 6/30/2026 $30 $100 PROJECT PHASE: 7/1/2023 6/30/2028 $220 PROJECT LOCATION:OWD Map Book:344 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 357 S2080Standby Power Renovations - Sewer Doug Rahders 6/8/2022 5 2 $200,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Energy Replacement of Tier 0 standby power systems at the Hidden Mountain and Steele Canyon Sewer Pump Stations. Systems include generator unit, transfer switch, fuel storage tank, and appurtenances. Replacement tanks will be double containment units to reduce potential fuel spills. JUSTIFICATION OF PROJECT: APCD is expected to phase out the permitting of Tier 0 generators. No timetable has been set at this time. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $10 $10 $10 $50 $50 $44 $200 PRIOR YEARS: TOTAL $26 358 S2080 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2023 6/30/2030 $200 PROJECT LOCATION:OWD Map Book:331,377 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/13/2024Jolene Fielding 359 S2081Improve Fire Sprinkler Protection System at RWCWRF (S) Kent Payne 5 2 $75,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: General Install automatic sprinklers in the Operations & Lab Building, Blower Building, Effluent Pump Building, and Emergency Generator canopy. Replace the lawn sprinklers on the roof perimeter with conventional fire sprinklers. JUSTIFICATION OF PROJECT: This recommendation was a result of an inspection on behalf of the California Water Agencies Joint Powers Insurance Authority (ACWA JPIA) on 1/26/2023. COMMENTS: FY 2024 - Overall budget of $225K to be split evenly between Sewer, Recycled Water, and Potable Water CIPs. FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Betterment ID 18 0%100%0%0%100% TOTAL:0%100%0%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $5 $55 $5 $5 $0 $75 PRIOR YEARS: TOTAL $0 360 S2081 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2024 6/30/2029 $75 PROJECT LOCATION:OWD Map Book:319 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:4/29/2024Jolene Fielding 361 S2082Sewer Manhole Rehabilitation Program Beth Gentry 5 3 $2,500,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Collection The District has about 1,500 sewer manholes, and many of them have been identified for rehabilitation. This is the first phase of a sewer manhole rehabilitation program in the Jamacha sewer basin. This CIP will prioritize the manholes from a condition assessment program and determine the type of rehabilitation, including cementitious coating systems, cured-in-place manhole liner or tube liner, polymer coating systems, manhole grouting, and other repair techniques appropriate for each location. JUSTIFICATION OF PROJECT: This will extend the life of the wastewater system, reduce infiltration and inflow, and reduce the District's cost of treatment from the San Diego Metropolitan Wastewater. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $5 $10 $25 $50 $100 $100 $290 PRIOR YEARS: TOTAL $0 362 S2082 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: 7/1/2024 6/30/2026 7/1/2026 6/30/2027 $15 $25 PROJECT PHASE: 7/1/2027 7/1/2035 $2,460 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:5/9/2024Beth Gentry 363 S2083Sewer Lift Station Equipment Replacement Program Charles Mederos 0 1 $300,000 PROJECT MANAGER: ORIGINAL APPROVED DATE: RELATED CIP PROJECTS: PROJECT TITLE:CIP Number: DIRECTOR DIVISION: PRIORITY: BUDGET AMOUNT: DESCRIPTION OF PROJECT: COSS Functional Category: Collection This project is for the replacement of pump station motor control equipment, motors, pumps, pump valves, actuators, and other equipment, along with the cost of labor to install the replacement equipment. JUSTIFICATION OF PROJECT: To allow for the replacement of equipment at the District's pump station. COMMENTS: FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total Replacement 0%0%100%0%100% TOTAL:0%0%100%0%100% FUND DETAILS: EXPENDITURE SCHEDULE (X $1,000): FY FY FY FY FY FY FY 2025 2026 2027 2028 2029 2030 Total $75 $45 $45 $45 $45 $45 $300 PRIOR YEARS: TOTAL $0 364 S2083 PROJECT SCHEDULE: PLANNING: DESIGN: CIP Number: ESTIMATED START DATE ESTIMATED FINISHED DATE ESTIMATED COST (X $1,000): CONSTRUCTION: $0 $0 PROJECT PHASE: 7/1/2024 6/30/2030 $300 PROJECT LOCATION:OWD Map Book: 2025 2026 2027 2028 2029 2030 Total $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($): MAINT: ENERGY: CHEMICAL: Submitted By:Date:7/15/2024Beth Gentry 365 OTAY WATER DISTRICT BOARD OF DIRECTORS POLICY Subject Policy Number Date Adopted Date Revised ANNUAL CAPITAL IMPROVEMENT PROGRAM DEVELOPMENT 06 10/15/84 10/3/18 PURPOSE To define the policy on the preparation and approval of the annual Capital Improvement Program. BACKGROUND District staff develops and maintains a Water Facilities Master Plan (WFMP), an Integrated Water Resources Plan (IRP), a Program Environmental Impact Report (PEIR), and a Strategic Plan that, collectively, are used to prepare the annual Capital Improvement Program (CIP) and to identify the CIP projects required for ultimate buildout. Every five years, the Board certifies the PEIR and approves the revised WFMP. Annually, staff prepares a six-year moving window CIP that provides information on budget assumptions, source of funds, allocation of funds, project costs, project location, description, justification, scheduling, etc. The six-year CIP is submitted and presented to the Board of Directors to obtain approval for staff to proceed with implementation to plan, design, and construct facilities and programs necessary to meet the needs of the District. POLICY The General Manager, or his designee, shall prepare a proposed six-year CIP for submission to the Board of Directors for their review prior to and approval by June 30 of each fiscal year. The CIP projects shall be reviewed and updated annually to consider appropriate revisions based on the most recent WFMP, IRP, Strategic Plan, and market condition information. The timing of projects shall be based on necessity and availability of financing. The intent is that new CIP projects will be installed as development requires the facilities. With regard to all CIP projects, it is acknowledged that compliance with the California Environmental Quality Act adds a measure of unpre- dictability with regard to the timing of CIP projects. The WFMP, IRP, and the CIP projects shall be divided into two phases: Phase I - one to six years; and Phase II - seven to ultimate buildout. CIP project sheets for projects in Phase I shall be prepared and identify estimated total cost, cash expenditure timing, location, description, justification, funding allocation, and schedule. For the Phase II CIP projects, the CIP shall identify the need for the projects, along with their estimated total cost and funding allocation. Upon approval by the Board of Directors of the annual six-year CIP, staff is authorized to proceed with planning, design, 366 OTAY WATER DISTRICT BOARD OF DIRECTORS POLICY Subject Policy Number Date Adopted Date Revised ANNUAL CAPITAL IMPROVEMENT PROGRAM DEVELOPMENT 06 10/15/84 10/3/18 construction, etc. of those projects that have budgets within the current fiscal year. The General Manager is authorized to redistribute funds between approved CIP projects as long as the total project budget is not exceeded and the District has adequate CIP reserves to fund the project. In addition, the General Manager is authorized to exceed the budget for specific CIP projects under the following conditions: a. For CIP projects less than or equal to that authorized under Code of Ordinances Section 2.01, Authority of the General Manager, the cumulative amount of the specific CIP project expenditures does not exceed that authorized under Code of Ordinances Section 2.01, Authority of the General Manager. b. For CIP projects more than that authorized under Code of Ordinances Section 2.01, Authority of the General Manager, the amount being authorized does not exceed the lesser of 25% of the specific CIP project budget amount or that authorized under Code of Ordinances Section 2.01, Authority of the General Manager. c. The total fiscal year CIP budget is not exceeded. 367 Name Capacity Fee (1) Water (Code Section 28.01) Water Capacity Fee (2)$14,099.37 Triad Capacity Fee (2)$10,574.52 Sewer (Code Section 53.03) Within a Sewer ID $7,635.45 Outside a Sewer ID $10,561.67 (1)Rate effective 7/1/2024. (2)Based on a 3/4 inch water meter. Water and Sewer Capacity Fees Note: A full listing of fees by meter size is available online at: otaywater.gov/engineering/public-services under "Fees and Deposits". 368 Glossary The Capital Budget contains terminology that is unique to public finance and budgeting. The following budget glossary provides assistance in understanding these terms. Acre-Foot: The volume of water that will cover one acre to a depth of one foot. One acre-foot equals 435.6 units or 325,850 gallons. Accrual: A charge for work that has been done but not yet invoiced, for which provision is made at the end of a financial period. Annexation Fees: When water service is requested for land outside the boundaries of the District, the land to be serviced must first be annexed. For sewer service the land must be annexed into an improvement district within the District. Assets: Resources owned or held by the District that have monetary value. Availability Fees: The District levies charges each year in developed areas to be used for general purposes for construction of facilities. This fee is levied in undeveloped areas to provide a source of funding for planning, mapping, and preliminary design of facilities to meet future development. Current legislation provides that any availability charge in excess of $10.00 per acre shall be restricted only for the purpose of constructing facilities in the improvement district in which it was assessed. Capacity Fee: A connection fee is charged when a new meter is placed into service. This fee is a contribution of capital to either reimburse existing customers for the available capacity in the existing system, or to help finance planned future growth-related capacity improvements. Capacity Fee Revenues: These fees are earned by the Operating Budget as the Engineering Department supports expansion functions. Capital Budget: The portion of the annual budget that appropriates funds for the purchase of capital equipment items and capital improvements. These expenditures are separated from regular operating items, such as salaries, utilities, and office supplies. The Capital Budget includes funds for capital equipment purchases over $10,000, such as vehicles, furniture, machinery, computer systems, and special tools. The capital budget also includes funds for infrastructure related items over $20,000 (as explained below) which are distinguished from operating items according to their value and projected useful life. Capital Equipment: Fixed assets such as vehicles, marine equipment, computers, furniture, technical instruments, etc. which have a life expectancy of more than two years and a value over $10,000. Capital Expenditure: Capital expenditure or capital expense ("capex") is an expense where the benefit continues over a long period, rather than being exhausted in a short period. Such expenditure is of a non-recurring nature and results in acquisition of permanent assets. Capital Improvement Program: A long-range plan of the District for the construction, rehabilitation and modernization of the District-owned and operated infrastructure. 369 Glossary CWA: The County Water Authority was organized in 1944 under the State County Water Authority Act for the primary purpose of importing Colorado River water to augment the local water supplies of the Authority's member agencies. The Authority purchases water from MWD which imports water from the Colorado River and the State Water Project. Debt Service: The District's obligation to pay the principal and interest of bonds and other debt instruments according to a predetermined payment schedule. Desalination: The removal of dissolved minerals (including salts) from seawater or brackish water. Engineered water desalination processes, which produce potable water from seawater or brackish water, have become important because many regions throughout the world suffer from water shortages. Expenditures/Expenses: These terms refer to the outflow of funds paid or to be paid for an asset, goods or services obtained regardless of when actually paid for. (Note: An encumbrance is not an expenditure). An encumbrance reserves funds to be expended in a future period. Financial Audit: Official financial examination of the District’s accounts. Fiscal Year: Twelve-month term designating the beginning and ending period for recording financial transactions. The District has specified July 1 to June 30 as its fiscal year. Grants: Contributions or gifts of cash or other assets from another governmental agency to be used or expended for a specified purpose, activity, or facility. Capital grants are restricted by the grantor for the acquisition and/or construction of fixed assets. Operating grants are restricted by the grantor for operating purposes or may be used for either capital or operating purposes at the discretion of the grantee. Gallons Per Capita Per Day: The total number of gallons used by the city divided by the population, divided by the number of days. Interest Income: Earnings from the investment portfolio. Per District Policy Number 25, interest income will be allocated to improvement districts each month based upon each fund’s prior month-ending balance. MWD and CWA Fixed System Charges: These pass-through charges are calculated to recover the MWD’s and CWA’s fixed annual costs including the construction, operation and maintenance of aqueducts, and emergency storage projects. These fixed charges are based on the size of the meter. Reserve Fund: The District maintains Reserve Funds per the District’s policy for both designated and restricted balances. Designated Reserve Funds are “general use” funds designated by the Board. Restricted reserves are those that are legally set aside for a particular purpose and cannot be used for any other purpose. 370 AB Assembly Bill AF Acre-Foot/Feet AMR Automated Meter Reader/Reading AWWA American Water Works Association CIP Capital Improvement Program/Project ERP Enterprise Resource Planning FY Fiscal Year GAAP Generally Accepted Accounting Principles GIS Geographic Information System GPCD Gallons Per Capita Per Day ID Improvement District IID Imperial Irrigation District IRP Integrated Water Resources Plan LOPS Lower Otay Pump Station MG Million Gallons MGD Million Gallons per Day MWD Metropolitan Water District O&M Operations and Maintenance PEIR Program Environmental Impact Report PL Pipeline PS Pump Station RWCWRF Ralph W. Chapman Water Recycling Facility SANDAG San Diego Association of Governments SB Senate Bill SCADA Supervisory Control and Data Acquisition SDCWA San Diego County Water Authority SVSD Spring Valley Sanitation District SWRCB State Water Resources Control Board WFMP Water Facilities Master Plan List of Acronyms 371 Index Annual CIP Development Policy No. 6 366-367 Awards 15-18 Capital Budget Narrative 54-56 CIP Budget Basis 28 CIP Budget Calendar 29 CIP Budget Control and Jurisdiction 27 CIP Budget Guide 22 CIP Budget Process 26-27 CIP Justification and Impact on Operating Budget 68 CIP Project Index 72-74 CIP Project Sheet Description 70-71 CIP Project Map 62 CIP Projects 76-365 CIP Reserve Funds 57 Current Economic Conditions 34-35 Demographics 30 District Formation 24 Economic Outlook 35-36 Fund Structure 28 Glossary 369-370 Key Performance Indicators: General Manager 40 Administrative Services 41-42 Finance 43-45 Water Operations 46-50 Engineering 51-52 Letter of Transmittal 6-14 List of Acronyms 371 Mission Statement, Vision, Statement of Values 23 Organizational Structure 25 Resolution No. 4442 19-20 San Diego Rainfall 34 Service Area 24 Service Area Assessed Valuation 30 Sewer Rate Comparison 33 Six-Year CIP Projects Summary by Source ($1,000s) 58 Six-Year CIP Projects Summary by Fund ($1,000s) 58 Six-Year CIP Projects by Source and Fund ($1,000s) 38-40 Six-Year CIP Projects Schedule 59-61 Strategic Planning Process 39 372 Index Table of Contents 4-5 Ten Principal Taxpayers 31 Ten Largest Customers 31 The Future 36-38 Water Meter Capacity Fees 368 Water Comparison – Member Agency Water Rates 32 373 Otay Water District 2554 Sweetwater Springs Blvd. Spring Valley, California 91978-2004 otaywater.gov