HomeMy WebLinkAboutCapital Improvement Program Budget FY 2024-2029Otay Water District
Capital Improvement Program Budget
Fiscal Years 2024-2029
BOARD OF DIRECTORS
Mark Robak, Division 5 President
Jose Lopez, Division 4 Vice President
Ryan Keyes, Division 2 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
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Table of Contents
Page
Letter of Transmittal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii
Awards. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xiii
Resolution No. 4433. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xvii
OVERVIEW
CIP Budget Guide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Mission Statement, Vision, Statement of Values. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
District Formation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Service Area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Organizational Structure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Budget Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Budget Control and Jurisdiction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Budget Basis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Fund Structure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
CIP Budget Calendar . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Demographics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Service Area Assessed Valuation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Ten Principal Taxpayers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Ten Largest Customers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Water Rate Comparison – Member Agency Water Rates. . . . . . . . . . . . . . . . . . . . . . . . . . 11
Sewer Rate Comparison. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
San Diego Rainfall. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
Current Economic Conditions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
Economic Outlook. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
The Future . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Strategic Planning Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Key Performance Indicators:
General Manager. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
Administrative Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
Finance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
Water Operations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
Engineering . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
CAPITAL BUDGET
Capital Budget Narrative. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
CIP Reserve Funds ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
Six-Year CIP Projects Summary by Source ($1,000s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37
Six-Year CIP Projects Summary by Fund ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37
Six-Year CIP Projects by Source and Fund ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
CIP Projects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Six-Year CIP Projects Schedule. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42
CIP Justification and Impact on Operating Budget. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47
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Table of Contents
CIP PROJECTS
CIP Project Sheet Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
CIP Project Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51
CIP Projects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55
APPENDIX
Annual CIP Development Policy No. 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 333
Water Meter Capacity Fees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 335
Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 336
List of Acronyms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 338
Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 339
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June 7, 2023
Honorable Board of Directors
Otay Water District
I am pleased to present the Otay Water District’s Capital Improvement Program Budget for
Fiscal Years 2024-2029. 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 2024. 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. September 14 is the final day of the legislative session and
the Governor has until October 14, 2023 to sign or veto legislation.
The District submitted a letter in support of Senate Bill 366 (Caballero), which revises and
recasts the California Water Plan and requires the Water Plan, commencing with the 2028
update, to be a comprehensive plan for addressing the state’s water needs and meeting
water specified long-term supply targets.
Other bills that the District is watching include:
AB 1594 (Garcia), would require any state regulation that seeks to require, or
otherwise compel, the procurement of medium- and heavy-duty zero-emission
vehicles (ZEV) to ensure that those vehicles can support a public agency utility's
ability to maintain reliable water and electric service, respond to disasters in an
emergency capacity, and provide mutual aid assistance statewide and nationwide.
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This bill, also supported by the California Municipal Utilities Association (CMUA), will
assist in meeting California’s 100% ZEV goals in a manner tailored to each publicly
owned utility and the essential services they provide their communities.
AB 249 (Holden), would require, on or before January 1, 2027, a community water
system that serves a school site receiving federal Title I funds to test for lead in each
of the school site’s potable water system outlets and to report the results to the State
Water Resources Control Board (SWRCB) and applicable school or Local
Educational Agency (LEA); would require LEAs or schools, if lead levels exceed five
parts per billion (ppb), to perform specified actions. This bill is opposed by the
Association of California Water Agencies (ACWA), CMUA, and the California Special
Districts Association (CSDA) because the current version of the federal rule includes
different requirements than the proposed provisions of AB 249, and they expect that
those differences could be further exacerbated in the federal Lead and Copper Rule
Revisions and Improvements (LCRR/LCRI). The operative date of AB 249 would be
January 1, 2024 and the completion date is proposed to be 2027. This would directly
overlap with the LCRR/LCRI schedule and water systems likely would have to
comply with two comprehensive testing regimes without any additional public
health benefit.
AB 399 (Boerner), would require, as an additional condition to the Local Agency
Formation Commission (LAFCO) process for allowing the detachment of a public
agency from their relevant county water authority, that the majority of the voters
within the jurisdiction of the county water authority vote to approve the detachment
at a scheduled election. This bill is sponsored by the City of San Diego and supported
by the San Diego County Water Authority (CWA), and it is opposed by San Diego
LAFCO.
AB 1572 (Friedman), would prohibit the use of potable water to irrigate nonfunctional
turf on commercial, municipal, institutional, and multifamily residential properties
with a phase-in ban for specified property types beginning January 1, 2027.
There is also a package of highly controversial bills that the District is monitoring to
“modernize” California water rights system that ACWA is engaging including AB 1337
(Wicks), AB 460 (Baur Kahan), AB 676 (Bennett), and AB 560 (Bennett),
Other legislation that the District is tracking includes proposed water, parks, and climate
bonds still being negotiated by legislators. The District is also monitoring this year’s state
budget as the main budget bill and trailer bills are passed before the end of July and the
end of session.
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The District also has been actively engaged in the California Air Resources Board’s (CARB)
release of its updated draft regulatory language for the Advanced Clean Fleets Regulation
for State and Local Government Fleets. The District has followed this regulatory process
closely to make certain that the District’s first responders in the field who respond to water
and wastewater utility emergencies in specialized vehicles have the resources available to
them to ensure that response is not delayed. The District submitted comments regarding
its concerns regarding the draft and final regulatory language that was adopted on April 27,
and is continuing to monitor CARB’s activity on this matter. The District is also part of a
coalition through ACWA on the issue.
The District is also monitoring water quality regulatory developments at the SWRCB. In
March of this year, the board 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 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 and superseded SB 606 and AB 1668, which passed in 2018.
The bill passed and was signed by the Governor last fall. It established the indoor residential
water-use standards to be as follows: 55 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, the District and other water agencies throughout the state
have worked with CWA and 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 and reports.
Due to the drought, in May 2022, the SWRCB adopted an emergency drought regulation
and by June 10 2022, the regulation went into effect for all water suppliers. The regulation
requires that water suppliers implement demand reduction actions identified in their Water
Shortage Contingency Plan (WSCP) for a shortage level of 10-20% (Level 2). On March 24,
2023 the Governor issued an executive order amending the Emergency Drought
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Proclamation and previous executive orders on conservation. This order included the
following: ended the voluntary 15% water conservation target, while continuing to
encourage that Californians make conservation a way of life; ended the requirement that
local water agencies implement level 2 of their drought contingency plans; and retained a
state of emergency for all 58 counties to allow for drought response and recovery efforts to
continue.
In August of last year, 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.
As directed by the Governor and building on work already conducted, on July 27, 2022, the
Department of Water Resources (DWR) released its Draft Environmental Impact Report for
the Delta Conveyance Project (DCP), marking an important step in evaluating a key strategy
to adapt to a changing climate and provide clean, reliable water for future generations. This
environmental review process is also consistent with the Governor’s executive order
directing state agencies to develop the aforementioned portfolio of statewide water actions
and investments that improve water recycling, recharge depleted groundwater reserves,
strengthen existing levee protections, and improve Delta water quality. Building on that
progress, DWR is continuing to advance environmental planning and permitting activities,
as well as public outreach and engagement, including but not limited to California
Environmental Quality Act, National Environmental Policy Act, California Endangered
Species Act Incidental Take Permits, and Endangered Species Act Biological Opinions.
DWR released an “Adapting to Climate Change” fact sheet after the January winter storms,
detailing that if the DCP had been operational, it would have moved 202,000-acre feet of
water into the San Luis Reservoir, enough supply for 2.1 million people for one year or
710,000 households. This is about 35% of the total volume exported by the State Water
Project (SWP) in water year 2022.
Fiscal Year 2023 - 2026 Strategic Plan
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.
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
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maintenance needs of the District. The District recently adopted a new strategic plan (FY
2023-2026), highlighting 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 new strategic plan, adopted by the Board in January 2022, is a four-year plan. 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 new 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 agency matures and its service area expands, fewer development resources and
fees will be available, but operating assets, infrastructure maintenance, rehabilitation, and
replacement expenses will continue to increase. Many of our infrastructure assets are
entering a pivotal age point in their operational lifecycle, and as a result, there will be
pressure to increase customer rates to offset these rising expenses. To balance the
customer's interest in reducing rate increases while preserving service reliability, well
maintained infrastructure, and a financially sound position, the management team
continues to prioritize efficiency inside the agency via investments in operational and
business technology to achieve continued efficiencies and maintaining an optimal head
count.
The strategic plan details our commitment to remain a model public agency that maintains
stakeholder trust through fiscal responsibility, environmental stewardship, and effective
leadership. These high-level goals and strategic objectives are further articulated with
aligned implementation plans, District-wide accountability, and performance metrics to
measure and improve outcomes. 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.
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 30.75 full-
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time equivalent positions, or 18%, while the number of customer accounts increased by
4,675, or 9% from 2007 through 2024. The following chart shows that the District’s ratio of
customer accounts per full time employee has increased by 97 or 32% since 2007.
Customer Accounts per Full Time Employee
Because of increased efficiency and higher employee productivity, the District continues to
absorb some of the pass-through costs from its water suppliers, including the City of San
Diego, CWA, and Metropolitan Water District (MWD). This helps to address customer
concerns about rising water rates.
The District’s Other Post-Employment Benefit (OPEB) plan is 85% funded as of June 30,
2022, which is a 19% decline from the previous 104% funding status as of June 30, 2020,
due to lower investment returns from California Employers’ Benefit Trust (CERBT). The
District will continue its strategy of advance funding its unfunded pension and OPEB
obligations. The FY 2024 budget includes a $1.3 million advance contribution to the retiree
healthcare plan, which is consistent with the prior budget recommendations when OPEB
has fallen below a 100% funding level. 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 $6.0 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
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Fiscal Year
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ninth lowest water rate out of the 24 member 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 10.5 units of water and a ¾” residential meter size). The results of the water and sewer
surveys are shown on pages 11 and 12, respectively.
The following chart shows that since 2007, the wholesale water supply costs have
increased 129.9% and the District’s retail water rates have increased 122.1%.
Wholesale Water Supply Costs vs. District Retail Rate Increases
The District currently delivers water service to 51,758 potable and 793 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%
2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024
129.9%
122.1%
CWA Water Cost Increase
Otay Water Rate Increase
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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 2024 Operating Budget Summary
The Fiscal Year 2024 budget was prepared with the continuing challenges of inflation,
supply-chain issues, water supply rate increases, added CIP projects, increasing power
costs, and current and pending legislative initiatives. Additional challenges are the City of
San Diego’s Pure Water program costs, the County of San Diego’s rehabilitation of shared
facilities, and the projected future debt issuances.
The District’s operating expenditures consist of three major sectors: potable water, recycled
water, and sewer, totaling $127.9 million of budget expenditures for Fiscal Year 2024.
Revenues from potable and recycled water sales are projected to be $111.9 million,
approximately $7.3 million more than the Fiscal Year 2023 budget. The District projects
sewer revenues to be $3.5 million, approximately $184 thousand more than Fiscal Year
2023. The remaining budgeted revenues of $12.6 million, approximately $1.8 million more
than Fiscal Year 2023, 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.
Ongoing 8.1% melded increases from MWD and CWA are due to the high cost of
supply programs, higher energy costs, and increasing operating costs.
6.6% water rate increase to District customers budgeted for January 1, 2024, and a
4.8% rate increase for sewer, effective January 1, 2024.
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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 2024-2029 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 2024 CIP budget contains 127 projects and totals $15.3
million. The District categorizes projects into three business segments: potable water,
recycled water, and sewer. Funding for the Fiscal Year 2024 potable, recycled, and sewer
projects are $10.2 million, $ 4.1 million, and $1.0 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 $ 14,012,000
Betterment projects 1,014,000
Expansion projects 315,000
Total $ 15,341,000
The Fiscal Year 2024-2029 CIP budget contains 139 projects and totals $148.0 million,
increasing by $39.6 million versus last year. The total water CIP budget for the six-year
period is $136.6 million, which is a $38.1 million increase compared to Fiscal Year 2023,
while the sewer CIP of $11.4 million is increasing $1.6 million compared to Fiscal Year 2023.
The District projects water debt issuances of $25.0 million and $30.5 million in Fiscal Year
2025 and Fiscal Year 2027, respectively. A debt issuance for sewer of $3.7 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, 2022. 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.
xi
The California Society of Municipal Finance Officers presented Otay Water District
the Certificate of Award for Excellence in Operating Budgeting for Fiscal Year 2022-
2023.
The California Society of Municipal Finance Officers presented Otay Water District
the Certificate of Award for Excellence in Capital Budgeting for Fiscal Year 2022-2023.
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, 2022.
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. Reserves will be maintained above target levels as will the
District’s debt coverage level. 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
xii
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 2022-2023. 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.
xiii
Financial Awards
The California Society of Municipal Finance Officers presented Otay Water District the Operating
Budget Excellence Award for Fiscal Year 2022-2023.
xiv
Financial Awards
The California Society of Municipal Finance Officers presented Otay Water District the Capital
Budgeting Excellence Award for Fiscal Year 2022-2023.
xv
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, 2022.
xvi
RESOLUTION NO. 4433
A RESOLUTION OF THE BOARD OF DIRECTORS OF
OTAY WATER DISTRICT ADOPTING THE
FISCAL YEAR 2023-2024
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 2023-2024; and
WHEREAS, the Fiscal Year 2023-2024 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 2023-2024.
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
xvii
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 7th day of June
2023, by the following vote:
Ayes: Directors Keyes, Lopez, Robak and Smith
Noes: None
Abstain: None
Absent: Director Croucher
President
ATTEST:
____________________________
District Secretary
xviii
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 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.
1
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.
2
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 2024, 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.
3
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
(31)
Strategic
Planning
Public Services
and
Field Services
Engineering
(29)
Water
Operations
(57)
Collection,
Treatment, and
Reclamation
Operations
District Secretary
General Counsel
Public Information
Conservation
4
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 0.25%.
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
5
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
6
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 2023-2024, 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
7
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 5-7.
December-January February-March April May-June
12/5/22
Budget instructions for the
Operating and Capital
Budget are distributed to
departments
12/5/22 - 1/11/23
Departments begin CIP
Budget Process which
includes:
Review existing FY 2023
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
6/30/23 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
1/31/23
Finance initial review of CIP
Budget with Chief of
Engineering including year
over year explanations
2/2/23
Chiefs to submit Capital
Purchases and justifications
2/13/23
Engineering reviews all CIP
budget requests with
General Manager
3/1/23
CIP Budget finalized with
Chiefs
3/7/23
CIP Budget finalized with
Chiefs and General
Manager
4/6/23
CIP Sheets finalized and
sent to Finance to
incorporate into rate model
to determine proposed
rates
4/17/23
Review assumptions and
rates with Chiefs and
General Manager
4/26/23
Key Budget Assumption
Workshop to discuss
budget key figures and
assumptions
5/15/23
FY 2024 Budget Practice
Run-through
5/16/23
Preliminary Budget
provided to Chiefs and
General Manager for review
6/7/23
Board Meeting – approval
of the FY 2023-2024
Operating and Capital
Budget and
FY 2024-2029 Capital
Improvement Program
Budget
8
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 279,170
Otay Water District population served (estimated) 240,290
Persons/Household 3.39
Ethnic/Racial makeup (City of Chula Vista)
Hispanic 60.2%
Non-Hispanic White 16.3%
Asian 15.4%
Black 5.3%
Other 2.8%
Median Age 36
Median Household Income $92,913
Percentage with 4-year degree or higher 30.3%
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 $40.1 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
$29.4 $30.8 $32.6 $34.6 $36.2 $40.1
$0
$5
$10
$15
$20
$25
$30
$35
$40
$45
FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023
Bi
l
l
i
o
n
s
9
Overview
Ten Principal Taxpayers – Fiscal Year 2024
Organization Assessed Percent
Value to Total
1. Amazon.com Services, LLC $ 340,304,461 0.82%
2. Rancho Investors, LP 178,866,782 0.43%
3. Eastgroup Properties, LP 177,444,195 0.43%
4. John Hancock Life Insurance Co USA 163,830,523 0.39%
5. Lipt Sanyo Avenue, LLC 159,732,000 0.38%
6. Corrections Corporation of America 158,518,511 0.38%
7. CH Realty - Otay Mesa Business Park, LP 143,952,600 0.34%
8. Chula Vista Apartments, LLC 136,883,735 0.33%
9. Otay Enrico Industrial, LLC 130,764,883 0.31%
10. Regulo Place Apartments Investors, LLC 127,738,226 0.31%
Total Top Ten Principal Taxpayers $ 1,718,035,916 4.12%
Total Service Area Assessed Valuation $ 41,742,379,981
Source: County of San Diego Auditor and Controller
Ten Largest Customers – Fiscal Year 2023
Customer Name Customer Type Annual
Revenues
% of
Water
Sales
1. City of Chula Vista Publicly Owned $ 4,215,277 4.2%
2. State of California Publicly Owned 1,728,000 1.7%
3. County of San Diego Publicly Owned 1,596,017 1.6%
4. Sweetwater School District Publicly Owned 1,475,805 1.5%
5. Chula Vista School District Publicly Owned 1,092,970 1.1%
6. Eastlake III Community Association Commercial 976,591 1.0%
7. Sycuan Commercial 708,419 0.7%
8. Eastlake Country Club Commercial 679,922 0.7%
9. Elite Athlete Services, LLC Commercial 615,574 0.6%
10. Southwestern College Publicly Owned 563,077 0.6%
Total Top Ten Customers $ 13,651,652 13.7%
Total Water Sales $ 99,901,174 100.0%
10
Overview
Water Rate Comparison, Member 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 August 2023, 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 ninth lowest water rate in the region.
Projected Water Bill for FY 2024
Based on 10 Units of water used and ¾” residential meter size
144.89
140.12
127.25
125.94
124.11
121.25
112.09
105.78
103.45
99.90
99.44
99.17
96.50
95.64
93.35
91.21
88.94
82.62
79.15
78.84
76.25
67.47
$0 $20 $40 $60 $80 $100 $120 $140 $160
22
21
20
19
18*
17*
16*
15*
14
13
12
11
10
9
8
7*
6*
5*
4
3
2*
1*
*At the time of the survey in August 2023, the member agency's FY 2024 rate was unavailable. An estimated
increase was applied equal to the other districts’ average FY 2024 known rate increases.
(1)Only 22 of the 24 member 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.
11
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.
145.94
104.86
91.84
88.86
85.11
84.80
82.60
81.08
75.32
69.65
66.57
65.36
64.23
62.78
61.72
60.95
59.55
59.00
55.25
54.60
53.61
51.74
51.06
49.35
49.23
45.56
40.84
38.12
$- $20 $40 $60 $80 $100 $120 $140 $160
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 for FY 2024
Based on 10.5 Units of water used and ¾” residential meter size
*At the time of the survey in August 2023, the member agency's FY 2024 rate was unavailable. An estimated
increase was applied equal to the other districts’ average FY 2024 known rate increases.
12
Overview
San Diego Rainfall
San Diego received above average rainfall of 17.12 inches in Fiscal Year 2023. San Diego's average
rainfall over 10 years is 9.94 inches; the 20-year average is 9.52 inches; the 30-year average is 9.40
inches; and the 40-year average is 9.77 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
5.06
9.03 10.82
12.97
3.40
12.62
16.65
4.93
6.83
17.12
0
2
4
6
8
10
12
14
16
18
20
2014 2015 2016 2017 2018 2019 2020 2021 2022 2023
In
c
h
e
s
San Diego Rainfall
Fiscal Years 2014 - 2023
Annual Rainfall 10 year average
Source: Weather Underground
13
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 rising inflation, regulatory compliance
requirements, and endeavors related to the District’s strategic plan. The FY 2024 impact of inflation
on material and administrative expenses is approximately $1.2 million, while the inflationary impact
to the CIP is estimated to be $18.4 million for the six-year projection. In addition, SDG&E rate
increases are anticipated to raise the District’s FY 2024 energy costs by 10.1%, or approximately $392
thousand. This energy cost increase is primarily due to an estimated overall 10% SDG&E rate
increase in FY 2023 and a 14% projected increase in FY 2024. Furthermore, regulatory mandates are
similarly adding pressure to both the operating and CIP budgets. Regulatory costs increased the FY
2024 material and administrative expense budgets by $848 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.
Although federal interest rates are rising to combat inflation, the London Moeder Advisors’ economic
report indicates inflation will likely last well into 2024, albeit, at a more moderately tempered pace
than what the nation has experienced over the last two years. The tempered pace is supported by
the March 2023 CPI data which was at 5.3% inflation rate. For the FY 2024 six-year rate model, staff
is assuming administrative and material inflation to decrease gradually from 5.5% in FY 2025 to 4.0%
by 2028.
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 the changes in population, residential and commercial development within the
District service area. The following highlights the report:
San Diego County’s economy has mostly recovered from the pandemic downturn of early
2020 despite civilian employment still missing more than 6,000 jobs since just prior to the
pandemic. The unemployment rate dropped to 2.9% in December and is lower than the
National and State rates of 3.5% and 4.1%, respectively. San Diego’s economy is expected to
continue to outpace the State and National economies.
San Diego County added 37,500 jobs in 2022 – a 2.5% increase. 2023 is expected to soften
somewhat with a dip in job additions and a likely increase in the unemployment rate in the
County.
14
Overview
Cottonwood Sewer Pump Station
With the exception of Manufacturing and Financial Activities, all of the region’s sectors
experienced year-over-year growth. Leading the way was the Leisure & Hospitality sector
which increased by 9.9% or 18,100 jobs.
San Diego County’s population has declined in each of the last two years. 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. This has resulted in
population declines in each of the last two years. We expect this trend to continue.
Housing construction is forecasted to average 8,000 to 10,000 units annually during each of
the next six years, with as much as 20% of that growth in the OWD service area. Affordability
will be a concern countywide as upward pressure on mortgage rates (which decreases the
maximum amount that a buyer can borrow) coupled with a supply constrained market will
ultimately drive prices up, but at slower rates than in recent years.
As much as 70% of the new housing in the OWD 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 OWD service area is expected to increase as office and
retail space ramps up in the Millenia masterplan along with industrial development in Otay
Mesa.
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 (39 Total)
Reservoir Construction or Rehabilitation Projects (16 Total)
Meter Replacement
Pump Station Replacement and Rehabilitation
Pipeline Misc. Appurtenances
Sewer Basin Improvements
Equipment & Vehicles
RWCWRF Projects (10 Total)
15
Overview
Future Development
Using the economist’s report, the District’s engineering staff projects that over the next six years, the
District will sell another 1,123 meters which translates to 3,964.5 equivalent dwelling units (EDUs).
Residential Construction
The following table summarizes the projected new units for sale and new units for rent from Fiscal
Year 2023 through Fiscal Year 2029. The average annual total residential units are projected to be
1,479. 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.
Source: London Moeder Advisors Economic Report, March 2023
Commercial Construction
Commercial construction in the District area will be largely industrial with over 2 million square feet
under construction and expected to deliver in the first half of 2023. Office development is expected
to be significant with the Think.Discover.Invent. office complex in Millenia underway in 2023. Two
hotel projects are in the pipeline, one under construction that is expected to deliver at the beginning
of 2024, and one expected to start construction at the end of 2023.
Projected New Residential Construction (Otay Water District Service Area)
FY 2023 through FY 2029
2023 2024 2025 2026 2027 2028 2029 Total Avg.
Annual
Attached (For Sale) 131 554 392 585 320 495 460 2,937 420
Attached (Unknown) 0 0 0 29 591 697 647 1,964 281
Detached 91 152 84 154 200 261 200 1,142 163
Multifamily
(incl. Affordable)
809 785 1,136 382 421 440 340 4,313 616
Total 1,031 1,491 1,612 1,150 1,532 1,893 1,647 10,356 1,479
% Multifamily
(incl. Unkn Att)
78.5% 52.6% 70.5% 35.7% 66.1% 60.1% 59.9% 60.6%
Projected Meter Sales in Equivalent Dwelling Unit (EDUs)
87
7
81
1
61
1
50
0
62
3
54
4
0
200
400
600
800
1,000
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029
16
Overview
Commercial Pipeline Anticipated Delivery
Year Industrial Office Retail
(Storefront)
Retail (Strip
Center)
Total Hotel
2023 2,184,809 SF 2,184,809 SF
2024 0 SF 179 Rooms
2025 0 SF 130 Rooms
2026 55,000 SF 55,000 SF
2028 3.52 Acres
Unknown 937,247 SF 1,450,550 SF 59,973 SF 2,447,770 SF
Total 3,122,056 SF 1,450,550 SF 55,000 SF 59,973 SF 4,687,579 SF 309 Rooms
Source: London Moeder Advisors Economic Report, March 2023
Of the 2,447,770 square feet of development with unknown delivery dates, half is expected to start
construction in the first half of 2023. This includes 168,000 square feet in the above mentioned
Millenia office complex and 59,973 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
2023 913,126 SF 168,000 SF 59,973 SF 1,141,099 SF
2024 24,121 SF 24,121 SF
2025 0 SF
2026 0 SF
2028 0 SF
Unknown 1,282,550 SF 1,282,550 SF
Total 937,247 SF 1,450,550 SF 0 SF 59,973 SF 2,447,770 SF
Source: London Moeder Advisors Economic Report, March 2023
17
Overview
Strategic Planning Process
The Otay Water District’s Strategic Plan (Plan) serves as the blueprint for defining operational objectives and
guiding the tasks undertaken by District staff. The current Plan was formed as a result of a number of
planning sessions(1) which identified risks and opportunities in order to develop short and long-term goals.
The Plan is a compass for implementing initiatives, allocating resources, and fostering partnerships with
stakeholders. Leveraging the Balanced Scorecard Performance Management System, the Board of
Directors, Senior Management, and staff operate under a targeted strategy to further shared objectives that
optimize its finite resources. Moreover, the Plan underscores our dedication to upholding our reputation as
a model public agency, solidifying stakeholder trust through prudent financial management, responsible
operational best practices, and impactful leadership.
This balanced approach translates the District's strategic objectives into performance indicators distributed
among four essential perspectives: Financial, Customer, Internal Business Processes, and Learning and
Growth. Each of the four business perspectives forms the fundamental cornerstone of the District’s strategic
planning efforts, encompassing:
Customer: Elevate customer satisfaction and instill greater confidence
Financial: Demonstrate excellence in stewardship and financial accountability
Internal Business Process: Efficiently manage and elevate internal process excellence and organizational
performance
Learning and Growth: Foster a foundation based on people, safety, and environmental consciousness
within our organization
The District also participated in the annual American Water Works Association's (AWWA) Utility
Benchmarking Program for the second consecutive year, focusing on utility performance indicators. This
program tracks utility performance metrics established and utilized by water industry experts across the
United States. The progress of strategic objectives and corresponding performance indicators is presented
biannually to both the public and Board of Directors.
As we embark on the second year of our present Plan, we focus on areas including financial analysis for
long-term benefits, succession planning, transferring knowledge, promoting positive work culture,
enhancing customer service, fortifying cybersecurity measures, and optimizing asset management. These
strategic goals are further elaborated within project charters, outlining performance metrics aligned with
each objective.
The following pages contain details of the District’s perspectives, goals, key performance indicators,
measurement methods, and targets for each department.
(1)A more detailed discussion of the Strategic Plan process is found on page 15 of the District's Strategic Plan.
18
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 2022 FY 2023 (1)FY 2024 (2)
Target N/A 85%N/A
Actual N/A 85% 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.
19
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 2022 FY 2023 (1)FY 2024
Target N/A 2 2
Actual N/A 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 2022 FY 2023 (1)FY 2024
Target N/A 2 2
Actual N/A 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 2022 FY 2023 FY 2024
Target 4.1 4.1 4.1
Actual 5.1 4.1 3.7 (2)
(1) FY 2023 is the first year for this key performance indicator
(2) FY 2024 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
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.
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
Goal
Practice ongoing infrastructure renewal and organizational
improvement through planning and increased operational
efficiency.
20
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 2022 FY 2023 FY 2024
Target 5%5%5%
Actual 8%6% 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 2022 FY 2023 FY 2024
Target 12.0 15.6 15.6
Actual 24.5 24.9 30.5 (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 2022 FY 2023 FY 2024
Target 24.0 24.0 24.0
Actual 55.8 42.3 47.9 (1)
(1) FY 2024 projected performance indicator
(2) Key performance indicator utilizes AWWA Benchmark
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
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
Gr
o
w
t
h
Goal
Foster a workforce culture of employee development and
innovation.
21
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 2022 FY 2023 FY 2024
Target 97.0%97.0%97.0%
Actual 98.6%98.7% 98.5% (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 2022 FY 2023 FY 2024
Target 99.8%99.8%99.8%
Actual 99.99%99.99% 99.98% (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 2022 FY 2023 FY 2024
Target 14 14 14
Actual 5 5 5 (1)
(1) FY 2024 projected performance indicator
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.
Fin
a
n
c
i
a
l
Goal
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.
22
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 member
agencies in
San Diego annually
FY 2022 FY 2023 FY 2024
Target 11 11 11
Actual 5 5 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 2022 FY 2023 FY 2024
Target 150%150%150%
Actual 262%219% 221% (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 2022 FY 2023 FY 2024
Target 150%150%150%
Actual 838%603% 604% (1)
(1) FY 2024 projected performance indicator
Fin
a
n
c
i
a
l
Fin
a
n
c
i
a
l
Fi
n
a
n
c
i
a
l
Overview
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.
23
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 85%
annually
FY 2022 FY 2023 FY 2024
Target 83%85%85%
Actual 83%85% 85% (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
398 accounts per FTE
annually
FY 2022 FY 2023 FY 2024
Target 406 399 398
Actual 406 423 398 (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 2022 FY 2023 FY 2024
Target 5.0%5.0%5.0%
Actual 4.0%3.5% 3.75% (1)
(1) FY 2024 projected performance indicator
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.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.
24
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 2022 FY 2023 FY 2024
Target 7.1 4.6 4.6
Actual 3.9 1.0 2.8 (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 2022 FY 2023 FY 2024
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 2022 FY 2023 FY 2024
Target 66%70%70%
Actual 73%76% 75% (2)
(1) Key performance indicator utilizes AWWA benchmark
(2) FY 2024 projected performance indicator
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.
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.
25
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 2022 FY 2023 FY 2024
Target 70%70%70%
Actual 74%90% 73% (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 2022 FY 2023 FY 2024
Target 77%80%80%
Actual 90%92% 91% (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 2022 FY 2023 FY 2024
Target $1,050 $1,315 $1,464
Actual $869.97 $1,049.68 $1,072 (1)
(1) FY 2024 projected performance indicator
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.
Overview
Operate the District in a financially sustainable and transparent
manner while maintaining a fair rate structure.
Goal
Fin
a
n
c
i
a
l
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.
26
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 2022(4)FY 2023 FY 2024
Target 3080 20%20%
Actual 3132 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 2022 FY 2023 (1)FY 2024
Target N/A 2.5 2.5
Actual N/A 0.3 2.5 (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 2022 FY 2023 (1)FY 2024
Target N/A 3 3
Actual N/A 0 3 (2)
(1) FY 2023 is the first year for this key performance indicator
(2) FY 2024 projected performance indicator
(3) Key performance indicator utilizes AWWA Benchmark
(4) Key performance indicator measured as actual number of valves in FY 2022
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.
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.
27
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 2022 FY 2023 (1)FY 2024
Target N/A 2.5 2.5
Actual N/A 0 2.5 (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 2022 FY 2023 (1)FY 2024
Target N/A 3 3
Actual N/A 0 3 (2)
Performance Indicator Definition Measurement
Method Target
Sewer Overflow
Rate (2)
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 2022 FY 2023 FY 2024
Target 0 0 0
Actual 2.27 1.14 1.14 (1)
(1) FY 2024 projected performance indicator
(2) 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.
28
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 2022 FY 2023 FY 2024
Target 8 8 8
Actual 8 7 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 2022 FY 2023 (2)FY 2024
Target N/A 20%20%
Actual N/A 22% 20% (1)
(1) FY 2024 projected performance indicator
(2) FY 2023 is the first year for this key performance indicator
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.
29
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 2022 FY 2023 FY 2024
Target 95%95%95%
Actual 103%94% 100% (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 2022 FY 2023 FY 2024
Target 5.0%5.0%5.0%
Actual 2.0%0.50% 3.1% (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 2022 FY 2023 FY 2024
Target 100%100%100%
Actual 100%99% 100% (1)
(1) FY 2024 projected performance indicator
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.
Fin
a
n
c
i
a
l
Goal
Operate the District in a financially sustainable and transparent
manner while maintaining a fair rate structure.
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.
30
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 2022 FY 2023 FY 2024
Target 100%100%100%
Actual 100%106% 101% (1)
(1) FY 2024 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.
31
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32
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 $525 million in capital assets
through ultimate build-out. The Fiscal Year 2024 Capital Budget is $15.3 million and the six-year
Capital Improvement Program (CIP) totals $148.0 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 to ultimate build-out.
The District’s Capital Improvement Program (CIP)
The planning, design, and construction costs of all capital facilities within 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.
33
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.
34
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 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 $20,000 for infrastructure related items (as defined under capital equipment on page 336
of the Glossary) and have a useful life of at least two years and the cost is based on current costs.
35
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 Total
Beginning Balance 66,884$ 76,781$ 60,300$ 47,947$ 86,433$ 73,823$ 66,884$
Sources
Capacity Fees 11,456 11,020 8,670 7,378 9,542 8,657 56,723
Debt financing - 25,000 - 34,200 - - 59,200
Interest 2,539 3,014 1,914 2,022 2,834 2,492 14,815
Availability (Betterment Portion)743 783 825 865 900 935 5,051
COPS 2010B Reimbursement 783 783 759 731 698 663 4,417
Transfer from (to) General Fund 21,592 (20,165) 14,326 39,912 22,123 23,244 101,032
Interfund Transfers 154 154 154 154 154 154 924
Total Sources 37,267 20,589 26,648 85,262 36,251 36,145 242,162
Uses
CIP Projects (1)15,341 25,887 26,425 33,808 34,960 28,457 164,878
Debt Service 9,677 8,819 10,189 10,557 11,466 11,925 62,633
Developer Services 2,352 2,364 2,387 2,411 2,435 2,460 14,409
Total Uses 27,370 37,070 39,001 46,776 48,861 42,842 241,920
Net Sources (Uses)9,897 (16,481) (12,353) 38,486 (12,610) (6,697) 242
Ending Balance 76,781$ 60,300$ 47,947$ 86,433$ 73,823$ 67,126$ 67,126$
(1)The CIP projects incorporate a 4% annual inflationary rate from FY 2025 to FY 2029.
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
$60
$70
$80
$90
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029
CIP Reserve Fund Balances ($1,000)
Betterment Replacement Expansion New Supply
36
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 Total
Source
Expansion 315$ 1,994$ 2,546$ 2,503$ 3,784$ 2,888$ 14,030$
Betterment 1,014 6,234 4,736 3,743 3,419 2,614 21,760
Replacement 14,012 16,663 17,149 23,809 22,681 17,888 112,202
Total 15,341$ 24,891$ 24,431$ 30,055$ 29,884$ 23,390$ 147,992$
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 Total
Fund
Potable 10,189$ 19,899$ 20,994$ 24,817$ 22,085$ 18,597$ 116,581$
Recycled 4,152 3,746 1,437 1,937 5,903 2,878 20,053
Sewer 1,000 1,246 2,000 3,301 1,896 1,915 11,358
Total 15,341$ 24,891$ 24,431$ 30,055$ 29,884$ 23,390$ 147,992$
CIP Funding Source
CIP by Fund
Six-Year CIP Projects Summary by Source ($1,000s)
Six-Year CIP Projects Summary by Fund ($1,000s)
$-
$5
$10
$15
$20
$25
$30
$35
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029
Six-Year CIP Projects by Funding Source, in Thousands ($)
Expansion Betterment Replacement
$-
$10
$20
$30
$40
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029
Six-Year CIP Projects by Fund, in Thousands ($)
Potable Recycled Sewer
37
Expansion
CIP No.CIP Project Title FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 Total
P2040 (1), (2)Res - 1655-1 Reservoir 0.5 MG 31$ 31$ 31$ 1$ 620$ 527$ 1,241$
P2058 (1)PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road to Highway 94 37 62 155 388 186 16 843
P2171 (1)PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way to Melody Road 50 93 310 639 12 - 1,104
P2195 (2)PL - 24 - Inch, 640 Zone, Campo Road - Regulatory Site/Millar Ranch 6 6 16 31 62 62 183
P2196 (2)PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump Station 6 6 16 31 62 62 183
P2228 (1)Res - 870-2 Reservoir 3.4 MG 62 1,550 1,550 248 - - 3,410
P2451 (2)Otay Mesa Desalination Conveyance and Disinfection System 0 2 2 2 2 31 38
P2595 (1)PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way 1 100 100 100 35 - 336
P2596 PL – 16-inch, 624 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon 1 1 1 2 395 500 900
P2598 PL-16-Inch, 624 Zone, Village 8W – Main St, La Media/Village 4 1 1 1 12 45 220 280
P2599 PL-16-Inch, 624 Zone, Village 8W- Otay Valley Rd, School/Village 8E 1 1 1 1 146 350 500
P2602 PL - 16-inch, 624 Zone, Otay Valley Road, SR 125 Bridge 1 1 1 1 126 150 280
P2603 PL - 16-inch, 711 Zone, Hunte Parkway, SR 125 Bridge 1 1 1 1 136 200 340
P2642 (1), (2)Rancho Jamul Pump Station Replacement 8 8 8 62 310 310 705
R2028 RecPL – 8-in, 680 Zone, Heritage Road to Main Street 1 5 44 300 500 50 900
R2037 RecPL – 8-in, 680 Zone, Main Street/Otay Valley Road – Village 8W 1 1 1 67 500 50 620
R2038 RecPL – 8-in, 680 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon 1 1 1 57 300 110 470
R2047 RecPL – 12-in, 680 Zone, La Media Road - Birch/Main St 1 1 48 300 150 50 550
R2136 RecPL – 8-in, 680 Zone, Otay Valley Rd, SR 125 Bridge 1 1 1 1 46 90 140
R2137 RecPL - 8-in, 815 Zone, Hunte Parkway, SR 125 Bridge 1 1 1 1 56 110 170
S2069 (1)Cottonwood Sewer Pump Station Renovation 75 88 225 225 63 - 675
S2071 (2)San Diego Metro Wastewater Capital Improvements 27 34 34 34 34 - 163
Total Expansion 315$ 1,994$ 2,546$ 2,502$ 3,786$ 2,888$ 14,031$
Note: Numbers may not total accurately due to rounding.
Potable 207$ 1,862$ 2,191$ 1,517$ 2,137$ 2,428$ 10,343$
Recycled 6 10 96 726 1,552 460 2,850
Sewer 102 122 259 259 97 - 838
Total Expansion 315$ 1,994$ 2,546$ 2,502$ 3,786$ 2,888$ 14,031$
Betterment
CIP No.CIP Project Title FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 Total
P2040 (1), (2)Res - 1655-1 Reservoir 0.5 MG 69$ 69$ 69$ 1$ 1,380$ 1,173$ 2,761$
P2228 (1)Res - 870-2 Reservoir 3.4 MG 138 3,450 3,450 552 - - 7,590
P2451 (2)Otay Mesa Desalination Conveyance and Disinfection System 1 3 4 3 4 69 84
P2521 Large Meter Vault Upgrade Program 40 25 40 40 25 40 210
P2563 Res - 870-1 Reservoir Cover/Liner Replacement 35 21 14 1,750 140 - 1,960
P2578 (2)PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 GPM 31 31 62 124 124 124 496
P2630 624-3 Reservoir Automation of Chemical Feed System 15 15 25 160 444 - 659
P2642 (1). (2)Rancho Jamul Pump Station Replacement 18 17 17 138 690 690 1,570
P2652 (2)520 to 640 Pressure Zone Conversion 5 5 5 5 5 25 50
P2654 Heritage Road Interconnection Improvements 10 30 30 30 30 29 159
P2656 Regulatory Site Desilting Basin Improvements 5 5 5 5 5 118 143
P2658 (2)832-2 Pump Station Modifications 5 5 5 5 5 25 50
P2664 Otay Mesa Dual Piping Modification Program 25 25 25 100 100 35 310
P2674 (2)System Pressure Reducing Program 10 10 10 10 10 10 60
P2682 AMI Project 70 30 - - - - 100
P2683 Pump Station Safety, Monitoring, and Automation Improvements 40 100 100 100 100 20 460
P2684 Zero Emission Vehicles and Charging Infrastructure 87 162 163 163 213 207 995
P2698 Improve Fire Sprinkler Protection System at RWCWRF (P)5 5 5 55 5 - 75
R2117 (1)RWCWRF Disinfection System Improvements 200 2,000 400 100 - - 2,700
R2157 RWCWRF Backwash Supply Pumps Upgrade 55 48 2 - - - 105
R2168 Improve Fire Sprinkler Protection System at RWCWRF (R)5 5 5 55 5 - 75
S2024 Campo Road Sewer Main Replacement 12 13 2 - - - 27
S2043 (2)RWCWRF Sludge Handling System 1 1 1 1 1 50 55
S2069 (1)Cottonwood Sewer Pump Station Renovation 75 88 225 225 62 - 675
S2071 (2)San Diego Metro Wastewater Capital Improvements 53 66 66 66 66 - 317
S2081 Improve Fire Sprinkler Protection System at RWCWRF (S)5 5 5 55 5 - 75
Total Betterment 1,015$ 6,234$ 4,735$ 3,743$ 3,419$ 2,615$ 21,761$
Note: Numbers may not total accurately due to rounding.
Potable 609$ 4,008$ 4,029$ 3,241$ 3,280$ 2,565$ 17,732$
Recycled 260 2,053 407 155 5 - 2,880
Sewer 146 173 299 347 134 50 1,149
Total Betterment 1,015$ 6,234$ 4,735$ 3,743$ 3,419$ 2,615$ 21,761$
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Project may be funded with the water and sewer debt proceeds.
(2) Project expenditures go beyond FY 2029. See project detail sheet for more information.
38
Replacement
CIP No.CIP Project Title FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 Total
P2058 (1)PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road to Highway 94 83$ 138$ 345$ 862$ 414$ 35$ 1,877$
P2171 (1)PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way to Melody Road 110 207 690 1,421 28 - 2,456
P2195 (2)PL - 24 - Inch, 640 Zone, Campo Road - Regulatory Site/Millar Ranch 14 14 34 69 138 138 407
P2196 (2)PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump Station 14 13 35 69 138 138 407
P2282 (2)Vehicle Capital Purchases 1,821 467 1,025 370 570 665 4,918
P2286 (2)Field Equipment Capital Purchases 219 123 125 130 400 140 1,137
P2405 PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road 35 500 200 150 50 - 935
P2460 I.D. 7 Trestle and Pipeline Demolition 50 550 50 - - - 650
P2485 (2)SCADA - Infrastructure and Communications Replacement 35 55 - - - - 90
P2516 (2)PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 5 75 125 400 390 - 995
P2533 1200-1 Reservoir Interior & Exterior Coating 5 5 5 5 45 10 75
P2543 850-1 Reservoir Interior/Exterior Coating 5 5 5 5 40 45 105
P2553 (1)Heritage Road Bridge Replacement and Utility Relocation 200 2,000 1,000 1,000 500 50 4,750
P2563 Res - 870-1 Reservoir Cover/Liner Replacement 15 9 6 750 60 - 840
P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades 325 50 50 50 - - 475
P2571 Data Center Network Data Storage and Infrastructure Enhancements 15 15 - - - - 30
P2572 Enterprise Resource Planning (ERP) Replacement 280 130 215 170 - - 795
P2578 (2)PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 GPM 69 69 138 276 276 276 1,104
P2584 (2)Res - 657-1 and 657-2 Reservoir Demolitions - - - - - 25 25
P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades 10 45 20 20 5 - 100
P2594 Large Meter Replacement 25 40 50 50 50 50 265
P2605 458/340 PRS Replacement, 1571 Melrose Ave 5 5 5 5 20 - 40
P2608 (1)PL - 8-inch, 850 Zone, Coronado Avenue, Chestnut/Apple 30 40 40 800 500 10 1,420
P2609 (1)PL - 8-inch, 1004 Zone, Eucalyptus Street, Coronado/Date/La Mesa 20 25 100 500 300 20 965
P2610 Valve Replacement Program - Phase 1 325 150 50 - - - 525
P2611 (2)Quarry Road Bridge Replacement and Utility Relocation 1 1 1 1 1 25 30
P2612 PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Road 500 250 50 - - - 800
P2614 485-1 Reservoir Interior/Exterior Coating 375 50 50 50 - - 525
P2615 (1)PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande 250 300 500 1,000 400 100 2,550
P2616 (1), (2)PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Drive/Vista Sierra Drive 600 200 150 150 400 500 2,000
P2617 Lobby Security Enhancements 1 3 20 20 - - 44
P2623 Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum Valve
Replacements
5 10 15 140 140 70 380
P2627 458/340 PRS Replacement, 1505 Oleander Avenue 5 5 - - - - 10
P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades 40 950 350 10 10 90 1,450
P2638 Buildings and Grounds Refurbishments 175 220 50 50 - - 495
P2639 (1)Vista Diego Hydropneumatic Pump Station Replacement 175 1,000 1,000 1,000 50 - 3,225
P2646 North District Area Cathodic Protection Improvements 15 400 400 350 30 - 1,195
P2647 Central Area Cathodic Protection Improvements 75 165 600 600 460 - 1,900
P2649 HVAC Equipment Purchase 43 39 46 22 - - 150
P2655 (2)La Presa Pipeline Improvements 25 25 25 200 500 500 1,275
P2657 1485-1 Reservoir Interior/Exterior Coating & Upgrades 5 25 800 300 5 15 1,150
P2659 (2)District Boardroom Improvements 50 35 - - - - 85
P2661 (2) Replacement of Backflow Prevention Devices on Pipeline Interconnections on Otay
Mesa
25 25 25 25 150 100 350
P2662 (1)Potable Water Meter Change Out 1,000 2,500 3,000 3,400 3,500 3,700 17,100
P2663 (2)Potable Water Pressure Vessel Program 100 400 400 400 400 400 2,100
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 5 100 125
P2670 Administration and Operations Roof Repairs and Replacement 20 100 5 50 175 - 350
P2671 (2)980 Reservoirs Altitude Valve Vaults Renovation 25 25 - - - - 50
P2672 (2)District Roof Repairs and Replacement Program 35 100 100 100 - - 335
P2673 803-4 Reservoir Interior/Exterior Coating - 5 50 1,500 650 145 2,350
P2675 458-1 and 458-2 Reservoirs Site Pavement Refurbishment 150 200 70 10 - - 430
P2676 980-2 PS Motors and Motor Control Center Replacements 100 450 450 450 500 500 2,450
P2677 PL - 16-Inch, 870 Zone, La Media Road and Airway Road Utility Relocations 700 100 50 - - - 850
P2678 Jamacha Boulevard Utility Relocation 25 75 50 50 50 - 250
P2680 PL - 12-inch Pipeline Replacement, 1530 Zone, Vista Diego Road 40 150 150 25 - - 365
P2681 (1), (2) PL-12-Inch, 1655 Zone, Presilla Drive Pipeline Replacement 25 25 25 350 500 500 1,425
P2684 Zero Emission Vehicles and Charging Infrastructure 88 162 162 163 213 208 996
P2685 980/711 PRS Renovation - Proctor Valley Rd 5 50 70 100 400 225 850
P2686 870 PZ Seismic Vault Renovation 5 5 5 150 150 85 400
P2687 Steele Canyon Rd Bridge 803 PZ 20-inch WL Renovation 100 90 200 150 10 - 550
P2688 (2)Standby Power Renovations - Potable Water 150 78 165 200 400 100 1,093
P2689 944-1-9 Pump Station Meter Vault Renovation 20 50 60 60 10 - 200
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Project may be funded with the water and sewer debt proceeds.
(2) Project expenditures go beyond FY 2029. See project detail sheet for more information.
39
Replacement, Continued
CIP No.CIP Project Title FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 Total
P2690 (2)850-4 Reservoir Interior/Exterior Coating -$ -$ -$ -$ 15$ 1,350$ 1,365$
P2691 City of San Diego - Otay 2nd Pipeline Phase 4 Interconnections Relocation 50 200 150 300 250 50 1,000
P2692 1485-2 PS Yard Piping Modifications 1 1 1 50 147 400 600
P2693 (2)PL – 12 & 16-inch, 1296 Zone, Jefferson Rd., Lyons Valley Rd to Jamul Dr. 20 150 230 600 2,000 900 3,900
P2694 Operations Replacement Communication Radios 75 75 5 - - - 155
P2695 Relocation of Data Center 25 25 100 50 50 - 250
P2696 (2)1296-1 Reservoir Interior/Exterior Coating - - - - - 15 15
P2697 (2)Valve Replacement Program - Phase 2 350 350 500 750 1,000 1,800 4,750
P2699 Miscellaneous Replacements and Improve Fire Sprinkler Protection System in the
Warehouse
25 100 200 - - - 325
P2700 (2)Pump Station Equipment Replacement Program 150 100 150 100 150 100 750
R2121 (2)Res - 944-1 Reservoir Cover/Liner Replacement 5 5 10 50 2,000 750 2,820
R2146 Recycled Pipeline Cathodic Protection Improvements 35 10 10 10 10 250 325
R2148 Large Meter Replacement - Recycled 10 15 15 15 15 15 85
R2152 (2)Recycled Water Meter Change-Out 10 70 90 130 85 75 460
R2153 (2)Recycled Water Pressure Vessel Program 5 1 1 1 1 350 359
R2156 (2)RecPL - 14-inch RWCWRF Effluent Force Main Improvements 10 80 150 150 150 - 540
R2157 RWCWRF Backwash Supply Pumps Upgrade 165 143 8 - - - 316
R2158 RWCWRF Stormwater Pond Improvements (R)10 10 50 90 15 - 175
R2159 (1)RecPL - 16-Inch, 680 Zone, Olympic Parkway Recycled Pipeline Replacement 3,500 1,000 300 150 50 - 5,000
R2160 (2)Recycled Water Field Equipment Capital Purchases - 40 - - - 25 65
R2161 (2)450-1R Reservoir Interior/Exterior Coating & Upgrades - -- 15 1,550 650 2,215
R2162 (2)Vehicle Capital Purchases - Recycled - 38 - - - - 38
R2163 450-1 RW Res Disinfection Injection Vault Renovation - 20 20 50 110 100 300
R2164 450-1 RW Res Stormwater Improvements - 50 50 300 300 100 800
R2165 Recycled HVAC Equipment Purchase 1 1 30 30 10 3 75
R2166 RWCWRF Effluent Pump Station Compressors 60 50 50 15 - - 175
R2167 RecPL - 14-Inch, 927 Zone, Force Main Road Improvements and Erosion Repairs 25 100 100 - - - 225
R2169 (2)Pump Station Equipment Replacement Program (R)50 50 50 50 50 100 350
S2012 (2)San Diego County Sanitation District Outfall and RSD Outfall Replacement 200 300 300 400 400 500 2,100
S2024 Campo Road Sewer Main Replacement 12 13 2 - - - 27
S2049 (1)Calavo Basin Sewer Rehabilitation - Phase 2 50 30 100 600 250 50 1,080
S2050 (1), (2) Rancho San Diego Basin Sewer Rehabilitation - Phase 2 20 40 80 100 300 500 1,040
S2054 (2)Calavo Basin Sewer Rehabilitation - Phase 3 - 10 10 10 50 50 130
S2060 (2)Steele Canyon Pump Station Replacement 10 40 50 100 300 500 1,000
S2061 RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S)20 20 100 - - - 140
S2066 (2)Rancho San Diego Basin Sewer Rehabilitation - Phase 3 - 5 5 5 50 50 115
S2069 (1)Cottonwood Sewer Pump Station Renovation 150 175 450 450 125 - 1,350
S2072 RWCWRF Rotary Screen Replacement 100 10 100 200 100 85 595
S2074 RWCWRF Stormwater Pond Improvements (S)5 40 40 30 30 30 175
S2076 (2)RWCWRF Grit Chamber Improvements 5 20 25 30 40 50 170
S2077 (2)RWCWRF Blowers Renovation 120 120 120 10 - - 370
S2078 (2)Vehicle Capital Purchases - Sewer - - - 660 - - 660
S2079 (2)Steele Canyon Rd Bridge 6-inch Sewer FM Renovation 50 50 50 90 10 - 250
S2080 (2)Standby Power Renovations - Sewer 10 78 10 10 10 50 168
Total Replacement 14,012$ 16,663$ 17,149$ 23,809$ 22,681$ 17,888$ 112,202$
Note: Numbers may not total accurately due to rounding.
Potable 9,374$ 14,029$ 14,773$ 20,058$ 16,670$ 13,605$ 88,509$
Recycled 3,886 1,683 934 1,056 4,346 2,418 14,323
Sewer 752 951 1,442 2,695 1,665 1,865 9,370
Total Replacement 14,012$ 16,663$ 17,149$ 23,809$ 22,681$ 17,888$ 112,202$
Summary by Source
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 Total
Expansion 315$ 1,994$ 2,546$ 2,503$ 3,784$ 2,888$ 14,030$
Betterment 1,014 6,234 4,736 3,743 3,419 2,614 21,760
Replacement 14,012 16,663 17,149 23,809 22,681 17,888 112,202
Total CIP by Funding Source 15,341$ 24,891$ 24,431$ 30,055$ 29,884$ 23,390$ 147,992$
Summary by Fund
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 Total
Potable 10,189$ 19,899$ 20,994$ 24,817$ 22,085$ 18,597$ 116,581$
Recycled 4,152 3,746 1,437 1,937 5,903 2,878 20,053$
Sewer 1,000 1,246 2,000 3,301 1,896 1,915 11,358$
Total CIP by Fund 15,341$ 24,891$ 24,431$ 30,055$ 29,884$ 23,390$ 147,992$
Funding Source
Fund
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Project may be funded with the water and sewer debt proceeds.
(2) Project expenditures go beyond FY 2029. See project detail sheet for more information.
40
Capital Budget
CIP Projects
41
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
P2058
P2171
P2195
P2196
P2228
P2282
P2286
P2405
P2451
P2460
P2485
P2516
P2521
P2533
P2543
P2553
P2563
P2567
P2571
P2572
P2578
P2584
P2593
P2594
P2595
P2596
P2598
P2599
PL - 24 - Inch, 640 Zone, Campo Road - Regulatory
Site/Millar Ranch
7/1/2021 6/30/2031
PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1
Pump Station
7/1/2021 6/30/2031
PL - 20-Inch, 1296 Zone, Proctor Valley Road from
Pioneer Way to Melody Road
7/1/2021 6/30/2028
PL - 20-Inch, 1296 Zone, Proctor Valley Road from
Melody Road to Highway 94
7/1/2021 6/30/2028
Res - 1655-1 Reservoir 0.5 MG 7/1/2015 6/30/2030
Six Year CIP Projects Schedule
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029
Field Equipment Capital Purchases 7/1/1996 6/30/2032
PL - 624/340 PRS, Paseo Ranchero and Otay Valley
Road
7/1/2016 6/30/2028
Res - 870-2 Reservoir 3.4 MG 7/1/2023 6/30/2027
Vehicle Capital Purchases 12/1/2000 6/30/2032
I.D. 7 Trestle and Pipeline Demolition 7/1/2016 6/30/2026
SCADA - Infrastructure and Communications
Replacement
7/1/2009 6/30/2025
Otay Mesa Desalination Conveyance and Disinfection
System
7/1/2006 6/30/2034
1200-1 Reservoir Interior & Exterior Coating 6/1/2016 6/30/2029
PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 7/1/2023 6/30/2028
Large Meter Vault Upgrade Program 8/1/2011 6/30/2030
Heritage Road Bridge Replacement and Utility
Relocation
7/1/2014 6/30/2029
850-1 Reservoir Interior/Exterior Coating 1/2/2018 6/30/2029
1004-2 Reservoir Interior/Exterior Coating & Upgrades 1/4/2018 6/30/2027
Data Center Network Data Storage and Infrastructure
Enhancements
7/1/2018 6/30/2025
Res - 870-1 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2028
Res - 657-1 and 657-2 Reservoir Demolitions 12/31/2026 6/30/2032
458-1 Reservoir Interior/Exterior Coating & Upgrades 2/1/2021 7/30/2028
Enterprise Resource Planning (ERP) Replacement 7/1/2021 6/30/2027
PS - 711-2 (PS 711-1 Replacement and Expansion) -
14,000 GPM
7/1/2021 6/30/2030
PL – 16-inch, 624 Zone, Village 3N – Main St, Heritage
Rd/Wolf Canyon
7/1/2023 6/30/2029
PL-16-Inch, 624 Zone, Village 8W – Main St, La
Media/Village 4
7/1/2023 6/30/2029
Large Meter Replacement 7/1/2016 6/30/2029
PL - 16-inch, 624 Zone, Village 3N - Heritage Road,
Main St/Energy Way
1/1/2006 6/30/2028
PL-16-Inch, 624 Zone, Village 8W- Otay Valley Rd,
School/Village 8E
7/1/2023 6/30/2029
Planning Design Construction Warranty and Project Close-Out Capital Purchases Reimbursement Agreement
CIP No Project Title Start Finish
42
Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
P2602
P2603
P2605
P2608
P2609
P2610
P2611
P2612
P2614
P2615
P2616
P2617
P2623
P2627
P2630
P2631
P2638
P2639
P2642
P2646
P2647
P2649
P2652
P2654
P2655
P2656
P2657
P2658
Planning Design Construction Warranty and Project Close-Out Capital Purchases Reimbursement Agreement
6/30/2029
458/340 PRS Replacement, 1571 Melrose Ave 7/1/2017 6/30/2024
PL - 16-inch, 624 Zone, Otay Valley Road, SR 125
Bridge
7/1/2023 6/30/2029
Six Year CIP Projects Schedule
FY 2029CIP No Project Title Start Finish
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028
PL - 16-inch, 711 Zone, Hunte Parkway, SR 125 Bridge 7/1/2023
Valve Replacement Program - Phase 1 7/1/2017 6/30/2026
Quarry Road Bridge Replacement and Utility
Relocation
7/1/2017 8/31/2030
PL - 8-inch, 850 Zone, Coronado Avenue,
Chestnut/Apple
7/1/2017 6/30/2029
PL - 8-inch, 1004 Zone, Eucalyptus Street,
Coronado/Date/La Mesa
7/1/2018 6/30/2029
PL - 12-Inch Pipeline Replacement, 803 PZ, Vista
Grande
7/1/2018 6/30/2029
PL - 12-Inch Pipeline Replacement, 978 Zone, Pence
Drive/Vista Sierra Drive
7/1/2017 7/30/2031
PL - 12-inch, 711 Zone, Paso de Luz/Telegraph
Canyon Road
7/1/2017 6/30/2026
485-1 Reservoir Interior/Exterior Coating 1/1/2023 6/30/2027
Central Area to Otay Mesa Interconnection Pipelines
Combination Air/Vacuum Valve Replacements
7/1/2017 6/30/2028
Lobby Security Enhancements 7/1/2017 6/30/2027
1485-2 Reservoir Interior/Exterior Coating & Upgrades 2/1/2024 6/30/2029
Buildings and Grounds Refurbishments 7/1/2018 6/30/2027
458/340 PRS Replacement, 1505 Oleander Avenue 7/1/2018 6/30/2024
624-3 Reservoir Automation of Chemical Feed System 4/1/2020 6/30/2027
North District Area Cathodic Protection Improvements 7/1/2022 6/30/2028
Central Area Cathodic Protection Improvements 7/1/2020 6/30/2028
Vista Diego Hydropneumatic Pump Station
Replacement
7/1/2018 6/30/2028
Rancho Jamul Pump Station Replacement 7/1/2018 6/30/2029
Heritage Road Interconnection Improvements 7/1/2019 6/30/2029
HVAC Equipment Purchase 7/1/2018 6/30/2027
520 to 640 Pressure Zone Conversion 7/1/2019 6/30/2031
1485-1 Reservoir Interior/Exterior Coating & Upgrades 7/1/2019 6/30/2027
832-2 Pump Station Modifications 1/1/2020 6/30/2031
La Presa Pipeline Improvements 7/1/2019 6/30/2030
Regulatory Site Desilting Basin Improvements 7/1/2019 6/30/2029
43
Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
P2659
P2661
P2662
P2663
P2664
P2665
P2666
P2670
P2671
P2672
P2673
P2674
P2675
P2676
P2677
P2678
P2680
P2681
P2682
P2683
P2684
P2685
P2686
P2687
P2688
P2689
P2690
P2691
Six Year CIP Projects Schedule
CIP No Project Title Start Finish
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029
Potable Water Meter Change Out 7/1/2022 6/30/2030
Potable Water Pressure Vessel Program 7/1/2019 6/30/2035
District Boardroom Improvements 7/1/2019 3/31/2025
Replacement of Backflow Prevention Devices on
Pipeline Interconnections on Otay Mesa
7/1/2019 6/30/2029
Low Head and High Head Pump Stations Demolition 7/1/2020 6/30/2030
Otay Mesa Dual Piping Modification Program 7/1/2016 6/30/2028
PL - 12-inch Pipeline Replacement, 870 Zone, Cactus
Road
7/1/2020 6/30/2030
980 Reservoirs Altitude Valve Vaults Renovation 7/1/2022 6/30/2025
District Roof Repairs and Replacement Program 7/1/2023 6/30/2027
Administration and Operations Roof Repairs and
Replacement
7/1/2020 6/30/2028
458-1 and 458-2 Reservoirs Site Pavement
Refurbishment
7/1/2020 6/30/2026
980-2 PS Motors and Motor Control Center
Replacements
7/1/2021 6/30/2029
803-4 Reservoir Interior/Exterior Coating 1/5/2026 6/30/2029
System Pressure Reducing Program 7/1/2020 6/30/2030
PL - 12-inch Pipeline Replacement, 1530 Zone, Vista
Diego Road
7/1/2021 6/30/2027
PL - 16-Inch, 870 Zone, La Media Road and Airway
Road Utility Relocations
7/1/2021 6/30/2026
Jamacha Boulevard Utility Relocation 7/1/2021 6/30/2026
Pump Station Safety, Monitoring, and Automation
Improvements
7/1/2021 6/30/2028
Zero Emission Vehicles and Charging Infrastructure 7/1/2022
PL-12-Inch, 1655 Zone, Presilla Drive Pipeline
Replacement
7/1/2021 6/30/2029
AMI Project 7/1/2021 6/30/2025
Steele Canyon Rd Bridge 803 PZ 20-inch WL
Renovation
7/1/2022 6/30/2028
Standby Power Renovations - Potable Water 7/1/2022 6/30/2033
980/711 PRS Renovation - Proctor Valley Rd 7/1/2023 6/30/2030
870 PZ Seismic Vault Renovation 7/1/2023 6/30/2029
City of San Diego - Otay 2nd Pipeline Phase 4
Interconnections Relocation
7/1/2023 6/30/2029
944-1-9 Pump Station Meter Vault Renovation 7/1/2022 6/30/2028
850-4 Reservoir Interior/Exterior Coating 1/1/2028 6/30/2029
Planning Design Construction Warranty and Project Close-Out Capital Purchases Reimbursement Agreement
44
Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
P2692
P2693
P2694
P2695
P2696
P2697
P2698
P2699
P2700
R2028
R2037
R2038
R2047
R2117
R2121
R2136
R2137
R2146
R2148
R2152
R2153
R2156
R2157
R2158
R2159
R2160
R2161
Planning Design Construction Warranty and Project Close-Out Capital Purchases Reimbursement Agreement
1485-2 PS Yard Piping Modifications 7/1/2023 6/30/2029
Six Year CIP Projects Schedule
CIP No Project Title Start Finish
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029
Relocation of Data Center 7/1/2023 6/30/2028
1296-1 Reservoir Interior/Exterior Coating 7/1/2028 6/30/2029
PL – 12 & 16-inch, 1296 Zone, Jefferson Rd., Lyons
Valley Rd to Jamul Dr.
7/1/2023 6/30/2030
Operations Replacement Communication Radios 7/1/2023 6/30/2026
Miscellaneous Replacements and Improve Fire
Sprinkler Protection System in the Warehouse
7/1/2023 6/30/2026
Pump Station Equipment Replacement Program 7/1/2023 6/30/2033
Valve Replacement Program - Phase 2 7/1/2023 6/30/2040
Improve Fire Sprinkler Protection System at RWCWRF
(P)
7/1/2023 6/30/2028
RecPL – 8-in, 680 Zone, Village 3N – Main St, Heritage
Rd/Wolf Canyon
7/1/2023 6/30/2029
RecPL – 12-in, 680 Zone, La Media Road - Birch/Main
St
7/1/2023 6/30/2029
RecPL – 8-in, 680 Zone, Heritage Road to Main Street 7/1/2023 6/30/2029
RecPL – 8-in, 680 Zone, Main Street/Otay Valley Road
– Village 8W
7/1/2023 6/30/2029
Res - 944-1 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2030
RWCWRF Disinfection System Improvements 7/1/2015 6/30/2027
Recycled Pipeline Cathodic Protection Improvements 7/1/2019 6/30/2029
RecPL – 8-in, 680 Zone, Otay Valley Rd, SR 125
Bridge
7/1/2023 6/30/2029
RecPL - 8-in, 815 Zone, Hunte Parkway, SR 125
Bridge
7/1/2023 6/30/2029
Recycled Water Pressure Vessel Program 7/1/2020 6/30/2035
RecPL - 14-inch RWCWRF Effluent Force Main
Improvements
7/1/2020 6/30/2029
Large Meter Replacement - Recycled 7/1/2018 6/30/2028
Recycled Water Meter Change-Out 7/1/2023 6/30/2035
RecPL - 16-Inch, 680 Zone, Olympic Parkway
Recycled Pipeline Replacement
7/1/2021 6/30/2028
Recycled Water Field Equipment Capital Purchases 7/1/2021 6/30/2031
RWCWRF Backwash Supply Pumps Upgrade 7/1/2020 6/30/2026
RWCWRF Stormwater Pond Improvements (R)7/1/2023 6/30/2028
450-1R Reservoir Interior/Exterior Coating & Upgrades 1/1/2027 6/30/2029
45
Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
R2162
R2163
R2164
R2165
R2166
R2167
R2168
R2169
s2012
S2024
S2043
S2049
S2050
S2054
S2060
S2061
S2066
S2069
S2071
S2072
S2074
S2076
S2077
S2078
S2079
S2080
S2081
Planning Design Construction Warranty and Project Close-Out Capital Purchases Reimbursement Agreement
Six Year CIP Projects Schedule
CIP No Project Title Start Finish
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029
450-1 RW Res Disinfection Injection Vault Renovation 7/1/2024 6/30/2029
450-1 RW Res Stormwater Improvements 7/1/2022 6/30/2029
Improve Fire Sprinkler Protection System at RWCWRF
(R)
7/1/2023 6/30/2028
Campo Road Sewer Main Replacement 7/1/2010
Pump Station Equipment Replacement Program (R) 7/1/2023 6/30/2035
San Diego County Sanitation District Outfall and RSD
Outfall Replacement
7/1/2003 6/30/2030
Vehicle Capital Purchases - Recycled 7/1/2021 6/30/2031
RecPL - 14-Inch, 927 Zone, Force Main Road
Improvements and Erosion Repairs
7/1/2023 6/30/2026
Recycled HVAC Equipment Purchase 7/1/2023 6/30/2029
RWCWRF Effluent Pump Station Compressors 7/1/2023 6/30/2027
Calavo Basin Sewer Rehabilitation - Phase 2 7/1/2016 6/30/2029
Rancho San Diego Basin Sewer Rehabilitation - Phase
2
7/1/2018 6/30/2030
6/30/2026
RWCWRF Sludge Handling System 7/1/2013 6/30/2030
RWCWRF Aeration Controls Consolidation &
Optimization Upgrades (S)
7/1/2017 6/30/2026
Rancho San Diego Basin Sewer Rehabilitation - Phase
3
7/1/2024 6/30/2033
Calavo Basin Sewer Rehabilitation - Phase 3 7/1/2024 6/30/2031
Steele Canyon Pump Station Replacement 7/1/2023 6/30/2030
6/30/2029
San Diego Metro Wastewater Capital Improvements 7/1/2019 6/30/2065
RWCWRF Rotary Screen Replacement 7/1/2020 6/30/2029
Cottonwood Sewer Pump Station Renovation 7/1/2019 6/30/2028
Standby Power Renovations - Sewer 7/1/2024 6/30/2030
Improve Fire Sprinkler Protection System at RWCWRF
(S)
7/1/2023 6/30/2028
Vehicle Capital Purchases - Sewer 7/1/2026 6/30/2033
Steele Canyon Rd Bridge 6-inch Sewer FM Renovation 7/1/2022 6/30/2028
RWCWRF Grit Chamber Improvements 7/1/2023 6/30/2030
RWCWRF Blowers Renovation 7/1/2023 6/30/2027
RWCWRF Stormwater Pond Improvements (S)7/1/2020
46
CIP#Description Cost
Category (2)
Funding
Source (3)
FY
2024
FY
2025
FY
2026
FY
2027
FY
2028
FY
2029 Total
P2654 Heritage Road Interconnection Improvements M B $ 1,500 $ - $ - $ - $ - $ -$ 1,500
$ 1,500 $ - $ - $ - $ - $ -$ 1,500
Cost Category FY
2024
FY
2025
FY
2026
FY
2027
FY
2028
FY
2029 Total
$ 1,500 $ - $ - $ - $ - $ -$ 1,500
- - - - - - -
- - - - - - -
$ 1,500 $ - $ - $ - $ - $ -$ 1,500
(1)
(2)Cost Category - Indicates maintenance cost (M), energy cost (E), or chemical cost (C), based on the project type and Engineer's estimates.
(3)Funding Source - Some projects have multiple funding sources as indicated by a slash (/):
E - Expansion B - Betterment R - Replacement N - New Supply
(4)
Note: See pages 38-40 for complete description of CIP projects.
CIP Justification and Impact on Operating Budget
Negative cost reflect savings gained from operational efficiencies or the retirement of a facility.
Projected Incremental Operating Expenditures (1)
The following schedule shows anticipated operating costs 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)
Total Operating Budget Cost Impact
Projected Incremental Operating Expenditures (operating cost) or O&M includes labor, benefits, materials, and overhead.
O&M cost for pipes: Total annual operating cost divided by the number of feet of pipe in the system = O&M cost to maintain a foot of pipe. This rate is then multiplied by the
number of feet in new pipeline, and is increased annually for inflation.
O&M cost for a pump station: Total annual operating cost divided by the number of million of gallons a day (MGD) capacity in the system = O&M cost per MGD. This rate is
then multiplied by the MGD capacity of the new pump station. Similarly, power cost per MGD for transmission is calculated and applied to the MGD of the new pump station.
Chemical expenses are incurred for pumping at the well sites. All estimated costs are increased annually for inflation.
O&M cost for a reservoir: Total annual operating cost divided by the number of million gallons (MG) of storage capacity in the system. This rate per MG is then multiplied
by the MG capacity of the new reservoir. Reservoirs require chemical treatment; therefore, the chemical cost per MG is estimated and applied to the future operating cost.
Both O&M and chemical costs are increased annually for inflation.
Each of the capital purchases and other types of assets has its own unique O&M cost.
47
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48
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.
49
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.
50
CIP
No.CIP Project Title Page
No.
P2040 Res - 1655-1 Reservoir 0.5 MG 55
P2058 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road to Highway 94 57
P2171 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way to Melody Road 59
P2195 PL - 24 - Inch, 640 Zone, Campo Road - Regulatory Site/Millar Ranch 61
P2196 PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump Station 63
P2228 Res - 870-2 Reservoir 3.4 MG 65
P2282 Vehicle Capital Purchases 67
P2286 Field Equipment Capital Purchases 69
P2405 PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road 71
P2451 Otay Mesa Desalination Conveyance and Disinfection System 73
P2460 I.D. 7 Trestle and Pipeline Demolition 75
P2485 SCADA - Infrastructure and Communications Replacement 77
P2516 PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 79
P2521 Large Meter Vault Upgrade Program 81
P2533 1200-1 Reservoir Interior & Exterior Coating 83
P2543 850-1 Reservoir Interior/Exterior Coating 85
P2553 Heritage Road Bridge Replacement and Utility Relocation 87
P2563 Res - 870-1 Reservoir Cover/Liner Replacement 89
P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades 91
P2571 Data Center Network Data Storage and Infrastructure Enhancements 93
P2572 Enterprise Resource Planning (ERP) Replacement 95
P2578 PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 GPM 97
P2584 Res - 657-1 and 657-2 Reservoir Demolitions 99
P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades 101
P2594 Large Meter Replacement 103
P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way 105
P2596 PL – 16-inch, 624 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon 107
P2598 PL-16-Inch, 624 Zone, Village 8W – Main St, La Media/Village 4 109
P2599 PL-16-Inch, 624 Zone, Village 8W- Otay Valley Rd, School/Village 8E 111
P2602 PL - 16-inch, 624 Zone, Otay Valley Road, SR 125 Bridge 113
P2603 PL - 16-inch, 711 Zone, Hunte Parkway, SR 125 Bridge 115
P2605 458/340 PRS Replacement, 1571 Melrose Ave 117
P2608 PL - 8-inch, 850 Zone, Coronado Avenue, Chestnut/Apple 119
P2609 PL - 8-inch, 1004 Zone, Eucalyptus Street, Coronado/Date/La Mesa 121
P2610 Valve Replacement Program - Phase 1 123
P2611 Quarry Road Bridge Replacement and Utility Relocation 125
P2612 PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Road 127
P2614 485-1 Reservoir Interior/Exterior Coating 129
P2615 PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande 131
P2616 PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Drive/Vista Sierra Drive 133
P2617 Lobby Security Enhancements 135
P2623 Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum Valve
Replacements
137
P2627 458/340 PRS Replacement, 1505 Oleander Avenue 139
P2630 624-3 Reservoir Automation of Chemical Feed System 141
P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades 143
P2638 Buildings and Grounds Refurbishments 145
P2639 Vista Diego Hydropneumatic Pump Station Replacement 147
P2642 Rancho Jamul Pump Station Replacement 149
CIP Project Index
51
CIP
No.CIP Project Title Page
No.
CIP Project Index
P2646 North District Area Cathodic Protection Improvements 151
P2647 Central Area Cathodic Protection Improvements 153
P2649 HVAC Equipment Purchase 155
P2652 520 to 640 Pressure Zone Conversion 157
P2654 Heritage Road Interconnection Improvements 159
P2655 La Presa Pipeline Improvements 161
P2656 Regulatory Site Desilting Basin Improvements 163
P2657 1485-1 Reservoir Interior/Exterior Coating & Upgrades 165
P2658 832-2 Pump Station Modifications 167
P2659 District Boardroom Improvements 169
P2661 Replacement of Backflow Prevention Devices on Pipeline Interconnections on Otay Mesa 171
P2662 Potable Water Meter Change Out 173
P2663 Potable Water Pressure Vessel Program 175
P2664 Otay Mesa Dual Piping Modification Program 177
P2665 PL - 12-inch Pipeline Replacement, 870 Zone, Cactus Road 179
P2666 Low Head and High Head Pump Stations Demolition 181
P2670 Administration and Operations Roof Repairs and Replacement 183
P2671 980 Reservoirs Altitude Valve Vaults Renovation 185
P2672 District Roof Repairs and Replacement Program 187
P2673 803-4 Reservoir Interior/Exterior Coating 189
P2674 System Pressure Reducing Program 191
P2675 458-1 and 458-2 Reservoirs Site Pavement Refurbishment 193
P2676 980-2 PS Motors and Motor Control Center Replacements 195
P2677 PL - 16-Inch, 870 Zone, La Media Road and Airway Road Utility Relocations 197
P2678 Jamacha Boulevard Utility Relocation 199
P2680 PL - 12-inch Pipeline Replacement, 1530 Zone, Vista Diego Road 201
P2681 PL-12-Inch, 1655 Zone, Presilla Drive Pipeline Replacement 203
P2682 AMI Project 205
P2683 Pump Station Safety, Monitoring, and Automation Improvements 207
P2684 Zero Emission Vehicles and Charging Infrastructure 209
P2685 980/711 PRS Renovation - Proctor Valley Rd 211
P2686 870 PZ Seismic Vault Renovation 213
P2687 Steele Canyon Rd Bridge 803 PZ 20-inch WL Renovation 215
P2688 Standby Power Renovations - Potable Water 217
P2689 944-1-9 Pump Station Meter Vault Renovation 219
P2690 850-4 Reservoir Interior/Exterior Coating 221
P2691 City of San Diego - Otay 2nd Pipeline Phase 4 Interconnections Relocation 223
P2692 1485-2 PS Yard Piping Modifications 225
P2693 PL – 12 & 16-inch, 1296 Zone, Jefferson Rd., Lyons Valley Rd to Jamul Dr.227
P2694 Operations Replacement Communication Radios 229
P2695 Relocation of Data Center 231
P2696 1296-1 Reservoir Interior/Exterior Coating 233
P2697 Valve Replacement Program - Phase 2 235
52
CIP
No.CIP Project Title Page
No.
CIP Project Index
P2698 Improve Fire Sprinkler Protection System at RWCWRF (P)237
P2699 Miscellaneous Replacements and Improve Fire Sprinkler Protection System in the
Warehouse
239
P2700 Pump Station Equipment Replacement Program 241
R2028 RecPL – 8-in, 680 Zone, Heritage Road to Main Street 243
R2037 RecPL – 8-in, 680 Zone, Main Street/Otay Valley Road – Village 8W 245
R2038 RecPL – 8-in, 680 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon 247
R2047 RecPL – 12-in, 680 Zone, La Media Road - Birch/Main St 249
R2117 RWCWRF Disinfection System Improvements 251
R2121 Res - 944-1 Reservoir Cover/Liner Replacement 253
R2136 RecPL – 8-in, 680 Zone, Otay Valley Rd, SR 125 Bridge 255
R2137 RecPL - 8-in, 815 Zone, Hunte Parkway, SR 125 Bridge 257
R2146 Recycled Pipeline Cathodic Protection Improvements 259
R2148 Large Meter Replacement - Recycled 261
R2152 Recycled Water Meter Change-Out 263
R2153 Recycled Water Pressure Vessel Program 265
R2156 RecPL - 14-inch RWCWRF Effluent Force Main Improvements 267
R2157 RWCWRF Backwash Supply Pumps Upgrade 269
R2158 RWCWRF Stormwater Pond Improvements (R)271
R2159 RecPL - 16-Inch, 680 Zone, Olympic Parkway Recycled Pipeline Replacement 273
R2160 Recycled Water Field Equipment Capital Purchases 275
R2161 450-1R Reservoir Interior/Exterior Coating & Upgrades 277
R2162 Vehicle Capital Purchases - Recycled 279
R2163 450-1 RW Res Disinfection Injection Vault Renovation 281
R2164 450-1 RW Res Stormwater Improvements 283
R2165 Recycled HVAC Equipment Purchase 285
R2166 RWCWRF Effluent Pump Station Compressors 287
R2167 RecPL - 14-Inch, 927 Zone, Force Main Road Improvements and Erosion Repairs 289
R2168 Improve Fire Sprinkler Protection System at RWCWRF (R)291
R2169 Pump Station Equipment Replacement Program (R)293
s2012 San Diego County Sanitation District Outfall and RSD Outfall Replacement 295
S2024 Campo Road Sewer Main Replacement 297
S2043 RWCWRF Sludge Handling System 299
S2049 Calavo Basin Sewer Rehabilitation - Phase 2 301
S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 303
S2054 Calavo Basin Sewer Rehabilitation - Phase 3 305
S2060 Steele Canyon Pump Station Replacement 307
S2061 RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S)309
S2066 Rancho San Diego Basin Sewer Rehabilitation - Phase 3 311
S2069 Cottonwood Sewer Pump Station Renovation 313
S2071 San Diego Metro Wastewater Capital Improvements 315
S2072 RWCWRF Rotary Screen Replacement 317
S2074 RWCWRF Stormwater Pond Improvements (S)319
S2076 RWCWRF Grit Chamber Improvements 321
S2077 RWCWRF Blowers Renovation 323
S2078 Vehicle Capital Purchases - Sewer 325
S2079 Steele Canyon Rd Bridge 6-inch Sewer FM Renovation 327
S2080 Standby Power Renovations - Sewer 329
S2081 Improve Fire Sprinkler Protection System at RWCWRF (S)331
53
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54
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 adequate fire protection for the Rancho
Jamul Estates area within the 1655 Pressure Zone. The existing system is currently served with a Hydropneumatic Pump
Station. This current system is not sufficient to meet fire flow demand and 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%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
2024 2025 2026 2027 2028 2029 Total
$100 $100 $100 $2 $2,000 $1,700 $5,252
PRIOR YEARS:
TOTAL
$1,250
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
55
P2040
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2015 6/30/2024
4/1/2021 6/30/2024
$750
$600
PROJECT PHASE:
7/1/2024 6/30/2030 $5,950
PROJECT LOCATION:OWD Map Book:310
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
56
P2058PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road
to Highway 94
Stephen Beppler
6/2/2021
P2171 & P2058
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 (PZ) 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 materials
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
2024 2025 2026 2027 2028 2029 Total
$120 $200 $500 $1,250 $600 $50 $2,750
PRIOR YEARS:
TOTAL
$30
57
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 6/30/2024
$25
$325
PROJECT PHASE:
7/1/2024 6/30/2028 $2,400
PROJECT LOCATION:OWD Map Book:204, 308
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
58
P2171PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way
to Melody Road
Stephen Beppler
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 (PZ) 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 increase, 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
2024 2025 2026 2027 2028 2029 Total
$160 $300 $1,000 $2,060 $40 $0 $3,600
PRIOR YEARS:
TOTAL
$40
59
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
$560
PROJECT PHASE:
7/1/2024 6/30/2028 $3,000
PROJECT LOCATION:OWD Map Book:204
2024 2025 2026 2027 2028 2029 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:4/18/2023Jolene Fielding
60
P2195PL - 24 - Inch, 640 Zone, Campo Road - Regulatory Site/Millar
Ranch
Stephen Beppler
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 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
2024 2025 2026 2027 2028 2029 Total
$20 $20 $50 $100 $200 $200 $610
PRIOR YEARS:
TOTAL
$20
61
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
$40
$940
PROJECT PHASE:
7/1/2026 6/30/2031 $8,520
PROJECT LOCATION:OWD Map Book:331
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
62
P2196PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump
Station
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$20 $20 $50 $100 $200 $200 $610
PRIOR YEARS:
TOTAL
$20
63
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
$60
$540
PROJECT PHASE:
7/1/2029 6/30/2031 $4,500
PROJECT LOCATION:OWD Map Book:331
2024 2025 2026 2027 2028 2029 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:5/2/2023Bob Kennedy
64
P2228Res - 870-2 Reservoir 3.4 MG
Jeff Marchioro
P2563
2
1
$11,000,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
COSS Functional Category: 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 replacement of the 870-1 Reservoir floating cover and liner (CIP P2563).
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
2024 2025 2026 2027 2028 2029 Total
$200 $5,000 $5,000 $800 $0 $0 $11,000
PRIOR YEARS:
TOTAL
$0
65
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 2/1/2025
$200
$600
PROJECT PHASE:
3/1/2025 6/30/2027 $10,200
PROJECT LOCATION:OWD Map Book:055
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
66
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
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
2024 2025 2026 2027 2028 2029 Total
$1,821 $467 $1,025 $370 $570 $665 $10,343
PRIOR YEARS:
TOTAL
$5,425
67
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:
2024 2025 2026 2027 2028 2029 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:4/3/2023Jolene Fielding
68
P2286Field Equipment Capital Purchases
Doug Rahders
6/3/1996
R2160 & S2075
0
1
$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
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
2024 2025 2026 2027 2028 2029 Total
$219 $123 $125 $130 $400 $140 $3,387
PRIOR YEARS:
TOTAL
$2,250
69
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:
2024 2025 2026 2027 2028 2029 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:3/20/2023Bob Kennedy
70
P2405PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$35 $500 $200 $150 $50 $0 $1,000
PRIOR YEARS:
TOTAL
$65
71
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 6/30/2022
$5
$75
PROJECT PHASE:
7/1/2022 6/30/2028 $920
PROJECT LOCATION:OWD Map Book:51
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
72
P2451Otay Mesa Desalination Conveyance and Disinfection System
Bob Kennedy
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
2024 2025 2026 2027 2028 2029 Total
$1 $5 $5 $5 $5 $100 $3,944
PRIOR YEARS:
TOTAL
$3,823
73
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:
2024 2025 2026 2027 2028 2029 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:4/28/2023Jolene Fielding
74
P2460I.D. 7 Trestle and Pipeline Demolition
Stephen Beppler
5/23/2016
1
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: 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 and be injured. 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
2024 2025 2026 2027 2028 2029 Total
$50 $550 $50 $0 $0 $0 $900
PRIOR YEARS:
TOTAL
$250
75
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 6/30/2026 $650
PROJECT LOCATION:OWD Map Book:71
2024 2025 2026 2027 2028 2029 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:4/28/2023Jolene Fielding
76
P2485SCADA - Infrastructure and Communications Replacement
Michael Kerr
5/21/2009
0
1
$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: General
This project will replace the existing SCADA software and radio communication system and install fuel level transmitters on all
diesel fuel tanks. A battery backup system will be installed at remote SCADA/radio sites without emergency power generators.
JUSTIFICATION OF PROJECT:
Beginning in 2012, the vendor no longer upgrades or supports the existing system. The radio equipment needs replacement to
allow for increased bandwidth capability to increase security systems functionality. The fuel level transmitters on all diesel fuel
tanks and remote SCADA monitoring will provide supervisors with real-time fuel levels to monitor available runtime on stand-by
engines during extended power outages. The battery backup system will provide continuous communications and SCADA
monitoring and control for three (3) days if the District lost power at sites without emergency power generators.
COMMENTS:
FY 2023 – Updated request for funding for FY 2023 through FY 2025 based on conversations with Administration and Operations
Managers resulted in a total budget increase of $100K to $2.55M.
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
2024 2025 2026 2027 2028 2029 Total
$35 $55 $0 $0 $0 $0 $2,550
PRIOR YEARS:
TOTAL
$2,460
77
P2485
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2009 6/30/2025 $2,550
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
78
P2516PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage
Jeff Marchioro
5/23/2016
3
3
$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 construction of approximately 1,250 feet of 12-inch pipeline in Jamacha Road and Osage Drive in the 640
Pressure Zone. The pipe can last up to eighty-five (85) years. Needs an inspection to assess condition.
JUSTIFICATION OF PROJECT:
The existing 1958 era pipelines are located in easements in the side yards of homes. The pipelines are a risk and liability to the
Otay Water District if they were to fail. This project will relocate the pipeline from yards to the streets.
COMMENTS:
FY 2020 - Project budget increased from $900K to $1M to reflect current $62/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
2024 2025 2026 2027 2028 2029 Total
$5 $75 $125 $400 $390 $0 $995
PRIOR YEARS:
TOTAL
$0
79
P2516
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
$80
$125
PROJECT PHASE:
7/1/2026 6/30/2028 $795
PROJECT LOCATION:OWD Map Book:301
2024 2025 2026 2027 2028 2029 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:5/2/2023Bob Kennedy
80
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 safety issues 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.
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
2024 2025 2026 2027 2028 2029 Total
$40 $25 $40 $40 $25 $40 $710
PRIOR YEARS:
TOTAL
$500
81
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:
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
82
P25331200-1 Reservoir Interior & Exterior Coating
Kevin Cameron
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 assure compliance to all applicable codes and OSHA standards.
JUSTIFICATION OF PROJECT:
Based upon the 2011 Cathodic Assessment Report, the 1200-1 Reservoir interior and exterior coatings are in relatively poor
condition and are in need of 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
2024 2025 2026 2027 2028 2029 Total
$5 $5 $5 $5 $45 $10 $1,275
PRIOR YEARS:
TOTAL
$1,200
83
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 6/30/2029 $1,175
PROJECT LOCATION:OWD Map Book:369
2024 2025 2026 2027 2028 2029 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:4/28/2023Jolene Fielding
84
P2543850-1 Reservoir Interior/Exterior Coating
Kevin Cameron
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 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 850-1 Reservoir are nearing the
end of their useful lives and are in need of 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
2024 2025 2026 2027 2028 2029 Total
$5 $5 $5 $5 $40 $45 $1,270
PRIOR YEARS:
TOTAL
$1,165
85
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
2024 2025 2026 2027 2028 2029 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:4/28/2023Jolene Fielding
86
P2553Heritage Road Bridge Replacement and Utility Relocation
Stephen Beppler
6/3/2015
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.
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
2024 2025 2026 2027 2028 2029 Total
$200 $2,000 $1,000 $1,000 $500 $50 $5,050
PRIOR YEARS:
TOTAL
$300
87
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 11/8/2022
$80
$420
PROJECT PHASE:
11/9/2022 6/30/2029 $4,550
PROJECT LOCATION:OWD Map Book:50 & 51
2024 2025 2026 2027 2028 2029 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:4/28/2023Jolene Fielding
88
P2563Res - 870-1 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
P2228, P2083, & P2666
2
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. 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. The budget adjustment also includes a $600K
increase corresponding to refined cost estimates assuming a 0.5 MG rather than 0.3 MG temporary tank. Overall, this CIP
includes three main components:
1) Alternatives analysis $100K
2) Assumed alternative (0.5 MG temporary tank) $1.7M
3) Floating cover/liner replacement $1.7M
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. Overall, this CIP includes
the following components:
1) Alternatives analysis $100K
2) Assumed alternative (0.3 MG Type I concrete tank) $3.5M
3) 870-2 PS retrofit with VFD driven pump $0.4M
4) Floating cover/liner replacement $1.7M
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. The floating cover and liner
estimate was adjusted to reflect current pricing. Overall, this CIP includes the following components:
1) Floating cover/liner replacement $2.5M
2) Lower existing reservoir inlet pipe $1.0M
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
2024 2025 2026 2027 2028 2029 Total
$50 $30 $20 $2,500 $200 $0 $3,500
PRIOR YEARS:
TOTAL
$700
89
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 6/30/2025
$50
$780
PROJECT PHASE:
7/1/2025 6/30/2028 $2,670
PROJECT LOCATION:OWD Map Book:55
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
90
P25671004-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
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 assure compliance to all applicable codes and OSHA standards.
JUSTIFICATION OF PROJECT:
Based upon the 2013 Cathodic Assessment Report, the 1004-2 Reservoir interior and exterior coatings are at the end of their
useful lives and in need of 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
2024 2025 2026 2027 2028 2029 Total
$325 $50 $50 $50 $0 $0 $1,375
PRIOR YEARS:
TOTAL
$900
91
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
2024 2025 2026 2027 2028 2029 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:5/11/2023Bob Kennedy
92
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 is reaching the end of its service life. This project plans for enhancement and replacement.
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 service 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 end-of-life devices/hardware expose 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
2024 2025 2026 2027 2028 2029 Total
$15 $15 $0 $0 $0 $0 $530
PRIOR YEARS:
TOTAL
$500
93
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 6/30/2025 $530
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
94
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
2024 2025 2026 2027 2028 2029 Total
$280 $130 $215 $170 $0 $0 $795
PRIOR YEARS:
TOTAL
$0
95
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 6/30/2027 $795
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/11/2023Bob Kennedy
96
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
2024 2025 2026 2027 2028 2029 Total
$100 $100 $200 $400 $400 $400 $1,685
PRIOR YEARS:
TOTAL
$85
97
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:
10/1/2024 6/30/2030 $7,415
PROJECT LOCATION:OWD Map Book:114
2024 2025 2026 2027 2028 2029 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:4/28/2023Jolene Fielding
98
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 coatings' useful life ending.
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
2024 2025 2026 2027 2028 2029 Total
$0 $0 $0 $0 $0 $25 $25
PRIOR YEARS:
TOTAL
$0
99
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
2024 2025 2026 2027 2028 2029 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:3/10/2023Bob Kennedy
100
P2593458-1 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
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 assure compliance to all applicable codes and OSHA standards.
JUSTIFICATION OF PROJECT:
Based upon the 2013 Cathodic Assessment Report, the 458-1 Reservoir interior and exterior coatings are at the end of their
useful lives and in need of 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
2024 2025 2026 2027 2028 2029 Total
$10 $45 $20 $20 $5 $0 $1,050
PRIOR YEARS:
TOTAL
$950
101
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
2024 2025 2026 2027 2028 2029 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:4/28/2023Jolene Fielding
102
P2594Large Meter Replacement
Andrea Carey
5/23/2016
0
1
$815,000
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.
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
2024 2025 2026 2027 2028 2029 Total
$25 $40 $50 $50 $50 $50 $815
PRIOR YEARS:
TOTAL
$550
103
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 $815
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:4/28/2023Jolene Fielding
104
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
2024 2025 2026 2027 2028 2029 Total
$1 $100 $100 $100 $35 $0 $336
PRIOR YEARS:
TOTAL
$0
105
P2595
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/1/2006 6/1/2018
7/1/2006 6/30/2018
$0
$0
PROJECT PHASE:
7/1/2019 6/30/2028 $336
PROJECT LOCATION:OWD Map Book:82
2024 2025 2026 2027 2028 2029 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:4/28/2023Jolene Fielding
106
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
2024 2025 2026 2027 2028 2029 Total
$1 $1 $1 $2 $395 $500 $900
PRIOR YEARS:
TOTAL
$0
107
P2596
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2023 6/30/2029 $900
PROJECT LOCATION:OWD Map Book:051
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
108
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
2024 2025 2026 2027 2028 2029 Total
$1 $1 $1 $12 $45 $220 $280
PRIOR YEARS:
TOTAL
$0
109
P2598
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2023 6/30/2029 $280
PROJECT LOCATION:OWD Map Book:068
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
110
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
2024 2025 2026 2027 2028 2029 Total
$1 $1 $1 $1 $146 $350 $500
PRIOR YEARS:
TOTAL
$0
111
P2599
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2023 6/30/2029 $500
PROJECT LOCATION:OWD Map Book:052
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
112
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
2024 2025 2026 2027 2028 2029 Total
$1 $1 $1 $1 $126 $150 $280
PRIOR YEARS:
TOTAL
$0
113
P2602
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2023 6/30/2029 $280
PROJECT LOCATION:OWD Map Book:069
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
114
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
2024 2025 2026 2027 2028 2029 Total
$1 $1 $1 $1 $136 $200 $340
PRIOR YEARS:
TOTAL
$0
115
P2603
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2023 6/30/2029 $340
PROJECT LOCATION:OWD Map Book:069
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
116
P2605458/340 PRS Replacement, 1571 Melrose Ave
Stephen Beppler
5/24/2017
P2627
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
Replace existing Pressure Reducing Station (PRS) as-is without power or SCADA. Replace existing steel laterals. Construct
pressure relief with modern air gap. For cost efficiency, project will be designed and constructed together with similar PRS on
Oleander Avenue.
JUSTIFICATION OF PROJECT:
The existing 1965 era PRS has exceeded its useful life. PRS will be replaced without power or SCADA because there is
insufficient space to construct modern remote monitoring and controls within the existing right-of-way. An air gap is required by
the Health Department.
COMMENTS:
FY 2021 - Project budget increased from $475K to $750K to reflect bidding climate and detailed project scope of work.
FY 2022 - Project being re-bid in 2021 due to unresponsive bid received in 2020.
FY 2024 - Construction completed in FY 2023, project to be closed out at end of FY 2024.
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
2024 2025 2026 2027 2028 2029 Total
$40 $0 $0 $0 $0 $0 $750
PRIOR YEARS:
TOTAL
$710
117
P2605
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2017 6/30/2018
7/1/2018 9/30/2020
$15
$110
PROJECT PHASE:
10/1/2020 6/30/2024 $625
PROJECT LOCATION:OWD Map Book:065
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
118
P2608PL - 8-inch, 850 Zone, Coronado Avenue, Chestnut/Apple
Stephen Beppler
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
Fire flows on this section of water line are below recommended rates due to the current pipe being undersized. Preferred
alternative to resolve this is to replace 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:
Existing water line is on the 657 Pressure Zone (PZ) and does not provide adequate fire protection. Moving this portion of the
water system to a higher pressure zone will resolve this issue.
COMMENTS:
FY 2018 - Issue discovered 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
2024 2025 2026 2027 2028 2029 Total
$30 $40 $40 $800 $500 $10 $1,820
PRIOR YEARS:
TOTAL
$400
119
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
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
120
P2609PL - 8-inch, 1004 Zone, Eucalyptus Street, Coronado/Date/La
Mesa
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$20 $25 $100 $500 $300 $20 $2,100
PRIOR YEARS:
TOTAL
$1,135
121
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
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
122
P2610Valve Replacement Program - Phase 1
Charles Mederos
5/24/2017
0
1
$2,325,000
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 non-functioning isolation valves on the potable water system. Phase 1 is expected to replace up to twenty (20)
valves per year, and gradually increase the per year replacement to keep up with the expected life of seventy (70) years per
valve.
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. Helix and Padre Dam currently have Valve Replacement Programs and have seen an average
replacement cost of $20K/valve. Operations estimates that in order to keep up with the seventy (70) years service life of the
valves, we need to eventually replace 300 valves/year.
Staff will be using InfoAsset Planner software's valve criticality tool along with the valve exercising list of non-operable valves to
focus the replacement of valves for future phases.
COMMENTS:
FY 2020 - Increased the overall budget to have an annual valve replacement program.
FY 2024 - Increased the budget $325K to allow staff to replace twenty (20) valves for FY 2024 and to initiate a program to focus
the replacement of valves for future 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
2024 2025 2026 2027 2028 2029 Total
$325 $150 $50 $0 $0 $0 $2,325
PRIOR YEARS:
TOTAL
$1,800
123
P2610
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2017 6/30/2018
7/1/2018 6/30/2021
$75
$225
PROJECT PHASE:
7/1/2021 6/30/2026 $2,025
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
124
P2611Quarry Road Bridge Replacement and Utility Relocation
Stephen Beppler
5/24/2017
3
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: 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.
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
2024 2025 2026 2027 2028 2029 Total
$1 $1 $1 $1 $1 $25 $155
PRIOR YEARS:
TOTAL
$125
125
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
$3
PROJECT PHASE:
7/1/2027 8/31/2030 $3,471
PROJECT LOCATION:OWD Map Book:197
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
126
P2612PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Road
Stephen Beppler
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 is currently leaking 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
2024 2025 2026 2027 2028 2029 Total
$500 $250 $50 $0 $0 $0 $1,250
PRIOR YEARS:
TOTAL
$450
127
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 6/30/2026 $1,000
PROJECT LOCATION:OWD Map Book:096
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
128
P2614485-1 Reservoir Interior/Exterior Coating
Kevin Cameron
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
2024 2025 2026 2027 2028 2029 Total
$375 $50 $50 $50 $0 $0 $1,375
PRIOR YEARS:
TOTAL
$850
129
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
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
130
P2615PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$250 $300 $500 $1,000 $400 $100 $2,600
PRIOR YEARS:
TOTAL
$50
131
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
2024 2025 2026 2027 2028 2029 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:1/11/2023Steve Beppler
132
P2616PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Drive/Vista
Sierra Drive
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$600 $200 $150 $150 $400 $500 $2,900
PRIOR YEARS:
TOTAL
$900
133
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
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
134
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
2024 2025 2026 2027 2028 2029 Total
$1 $3 $20 $20 $0 $0 $225
PRIOR YEARS:
TOTAL
$181
135
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 6/30/2027 $210
PROJECT LOCATION:OWD Map Book:318
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
136
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
2024 2025 2026 2027 2028 2029 Total
$5 $10 $15 $140 $210 $0 $600
PRIOR YEARS:
TOTAL
$220
137
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 6/30/2025
$50
$130
PROJECT PHASE:
7/1/2018 6/30/2028 $420
PROJECT LOCATION:OWD Map Book:055
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
138
P2627458/340 PRS Replacement, 1505 Oleander Avenue
Stephen Beppler
5/21/2018
P2605
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
Replace existing Pressure Reducing Station (PRS) as-is without power or SCADA. Replace existing steel laterals. Construct
pressure relief with modern air gap. For cost efficiency, project will be designed and constructed together with a similar PRS on
Melrose Avenue.
JUSTIFICATION OF PROJECT:
The existing 1965 era PRS has exceeded its useful life. PRS will be replaced without power/SCADA because there is insufficient
space to construct modern remote monitoring and controls within the existing right-of-way. An air gap is required by the Health
Department.
COMMENTS:
FY 2021 - Project budget increased from $475K to $750K to reflect bidding climate and detailed project scope of work.
FY 2022 - Project being re-bid in 2021 due to unresponsive bid received in 2020.
FY 2024 - Warranty period will end in FY 2024, project to be closed at end of fiscal 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
2024 2025 2026 2027 2028 2029 Total
$10 $0 $0 $0 $0 $0 $750
PRIOR YEARS:
TOTAL
$740
139
P2627
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018
7/1/2018 9/30/2020
$2
$148
PROJECT PHASE:
10/1/2020 6/30/2024 $600
PROJECT LOCATION:OWD Map Book:065
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
140
P2630624-3 Reservoir Automation of Chemical Feed System
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$15 $15 $25 $160 $444 $0 $675
PRIOR YEARS:
TOTAL
$16
141
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 6/30/2027 $629
PROJECT LOCATION:OWD Map Book:114
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
142
P26311485-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
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
2024 2025 2026 2027 2028 2029 Total
$40 $950 $350 $10 $10 $90 $1,450
PRIOR YEARS:
TOTAL
$0
143
P2631
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
2/1/2024 4/30/2024
5/1/2024 10/31/2024
$20
$80
PROJECT PHASE:
11/1/2024 6/30/2029 $1,350
PROJECT LOCATION:OWD Map Book:336
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
144
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,
undermining sidewalks, fence posts, and other landscape materials. Age and drought have compromised 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
2024 2025 2026 2027 2028 2029 Total
$175 $220 $50 $50 $0 $0 $745
PRIOR YEARS:
TOTAL
$250
145
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 6/30/2027 $695
PROJECT LOCATION:OWD Map Book:318
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
146
P2639Vista Diego Hydropneumatic Pump Station Replacement
Jeff Marchioro
5/21/2018
P2680
5
3
$3,700,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
COSS Functional Category: 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.
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
2024 2025 2026 2027 2028 2029 Total
$175 $1,000 $1,000 $1,000 $50 $0 $3,700
PRIOR YEARS:
TOTAL
$475
147
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 6/30/2024
$100
$600
PROJECT PHASE:
7/1/2024 6/30/2028 $3,000
PROJECT LOCATION:OWD Map Book:322
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
148
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
2024 2025 2026 2027 2028 2029 Total
$25 $25 $25 $200 $1,000 $1,025 $2,500
PRIOR YEARS:
TOTAL
$200
149
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 6/30/2029 $2,250
PROJECT LOCATION:OWD Map Book:206
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
150
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
2024 2025 2026 2027 2028 2029 Total
$15 $400 $400 $350 $30 $0 $1,200
PRIOR YEARS:
TOTAL
$5
151
P2646
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 6/30/2024
$10
$10
PROJECT PHASE:
7/1/2024 6/30/2028 $1,180
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
152
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
2024 2025 2026 2027 2028 2029 Total
$75 $165 $600 $600 $460 $0 $2,000
PRIOR YEARS:
TOTAL
$100
153
P2647
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 6/30/2024
7/1/2023 6/30/2025
$100
$300
PROJECT PHASE:
7/1/2025 6/30/2028 $1,600
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:1/27/2023Jeff Marchioro
154
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
2024 2025 2026 2027 2028 2029 Total
$43 $39 $46 $22 $0 $0 $279
PRIOR YEARS:
TOTAL
$129
155
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
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
156
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
2024 2025 2026 2027 2028 2029 Total
$5 $5 $5 $5 $5 $25 $90
PRIOR YEARS:
TOTAL
$40
157
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
2024 2025 2026 2027 2028 2029 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:3/10/2023Bob Kennedy
158
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 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
2024 2025 2026 2027 2028 2029 Total
$10 $30 $30 $30 $30 $29 $200
PRIOR YEARS:
TOTAL
$41
159
P2654
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2019 6/30/2025
$0
$65
PROJECT PHASE:
7/1/2025 6/30/2029 $135
PROJECT LOCATION:OWD Map Book:022
2024 2025 2026 2027 2028 2029 Total
$1,500 $0 $0 $0 $0 $0 $1,500
$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:6/28/2023Bob Kennedy
160
P2655La Presa Pipeline Improvements
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$25 $25 $25 $200 $500 $500 $1,575
PRIOR YEARS:
TOTAL
$300
161
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 6/30/2030 $1,550
PROJECT LOCATION:OWD Map Book:302
2024 2025 2026 2027 2028 2029 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:3/10/2023Bob Kennedy
162
P2656Regulatory Site Desilting Basin Improvements
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$5 $5 $5 $5 $5 $118 $150
PRIOR YEARS:
TOTAL
$7
163
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 6/30/2029 $110
PROJECT LOCATION:OWD Map Book:343
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
164
P26571485-1 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
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
2024 2025 2026 2027 2028 2029 Total
$5 $25 $800 $300 $5 $15 $1,150
PRIOR YEARS:
TOTAL
$0
165
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 6/30/2027 $1,060
PROJECT LOCATION:OWD Map Book:336
2024 2025 2026 2027 2028 2029 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:4/3/2023Jolene Fielding
166
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
2024 2025 2026 2027 2028 2029 Total
$5 $5 $5 $5 $5 $25 $61
PRIOR YEARS:
TOTAL
$11
167
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
2024 2025 2026 2027 2028 2029 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:3/10/2023Bob Kennedy
168
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
2024 2025 2026 2027 2028 2029 Total
$75 $35 $0 $0 $0 $0 $300
PRIOR YEARS:
TOTAL
$190
169
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 3/31/2025 $300
PROJECT LOCATION:OWD Map Book:318
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
170
P2661Replacement of Backflow Prevention Devices on Pipeline
Interconnections on Otay Mesa
Stephen Beppler
6/5/2019
P2664
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 will replace backflow prevention devices that are installed on pipeline interconnections between potable and recycled
pipelines on Otay Mesa.
JUSTIFICATION OF PROJECT:
The backflow prevention devices that are installed on pipeline interconnections between potable and recycled pipelines on Otay
Mesa are reaching end-of-life. These devices typically last 10-15 years and the cost for major repairs can cost close to that of a
new device. Staff has identified fourteen (14) devices that need to be replaced. Although staff is looking at the potential to
abandon the recycled water system in Otay Mesa eventually, the existing facilities need to remain operational until regulatory and
institutional approval can be obtained.
COMMENTS:
FY 2020 - If it is determined the District should remove the interconnections, the funds in this CIP could be transferred to possible
vouchers for individual backflow installation.
FY 2024 - Budget increased from $375K to $400K to reflect number of devices now identified for replacement and projected
installation 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
2024 2025 2026 2027 2028 2029 Total
$25 $25 $25 $25 $150 $100 $359
PRIOR YEARS:
TOTAL
$9
171
P2661
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2019 6/30/2020
7/1/2020 6/30/2021
$5
$4
PROJECT PHASE:
7/1/2021 6/30/2029 $391
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
172
P2662Potable Water Meter Change Out
Andrea Carey
6/5/2019
P2604
0
3
$17,100,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
COSS Functional Category: 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.
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
2024 2025 2026 2027 2028 2029 Total
$1,000 $2,500 $3,000 $3,400 $3,500 $3,700 $17,100
PRIOR YEARS:
TOTAL
$0
173
P2662
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2022 6/30/2023
7/1/2023 6/30/2024
$20
$50
PROJECT PHASE:
7/1/2024 6/30/2030 $17,030
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
174
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.
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
2024 2025 2026 2027 2028 2029 Total
$100 $400 $400 $400 $400 $400 $2,425
PRIOR YEARS:
TOTAL
$325
175
P2663
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2019 6/30/2025
7/1/2019 6/30/2025
$25
$250
PROJECT PHASE:
7/1/2020 6/30/2035 $2,925
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
176
P2664Otay Mesa Dual Piping Modification Program
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$25 $25 $25 $100 $100 $35 $350
PRIOR YEARS:
TOTAL
$40
177
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 6/30/2028 $315
PROJECT LOCATION:OWD Map Book:001 to 026
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
178
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
2024 2025 2026 2027 2028 2029 Total
$5 $25 $25 $25 $25 $25 $130
PRIOR YEARS:
TOTAL
$0
179
P2665
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 6/30/2022
7/1/2022 6/30/2026
$5
$20
PROJECT PHASE:
7/1/2026 6/30/2030 $175
PROJECT LOCATION:OWD Map Book:009
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
180
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
2024 2025 2026 2027 2028 2029 Total
$5 $5 $5 $5 $5 $100 $125
PRIOR YEARS:
TOTAL
$0
181
P2666
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 6/30/2022
3/1/2021 6/30/2022
$5
$45
PROJECT PHASE:
7/1/2022 6/30/2030 $700
PROJECT LOCATION:OWD Map Book:055
2024 2025 2026 2027 2028 2029 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:3/10/2023Bob Kennedy
182
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
2024 2025 2026 2027 2028 2029 Total
$20 $100 $5 $50 $175 $0 $350
PRIOR YEARS:
TOTAL
$0
183
P2670
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 6/30/2025
$15
$25
PROJECT PHASE:
7/1/2025 6/30/2028 $310
PROJECT LOCATION:OWD Map Book:318
2024 2025 2026 2027 2028 2029 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:2/22/2023Bob Kennedy
184
P2671980 Reservoirs Altitude Valve Vaults Renovation
Stephen Beppler
6/3/2020
5
1
$682,000
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 CIP is for replacement of existing piping, valves, access hatches, and appurtenances within the two (2) altitude valve vaults
serving potable water Reservoirs 980-1 and 980-2.
JUSTIFICATION OF PROJECT:
The extended exposure of the vault interiors to groundwater infiltration has severely corroded the piping and valves therein.
Operations staff has added sump pumps to the vaults, but the replacement of the impacted materials has not been completed.
Access hatches are difficult to open and pose a potential safety hazard. Their replacement with hinged spring-assisted hatches
is recommended.
COMMENTS:
FY 2022 - Budget increased from $300K to $650K to reflect scope of work changes during design.
FY 2023 - On 1/9/2023 GM approved an increase to the budget to $682,000.
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
2024 2025 2026 2027 2028 2029 Total
$82 $25 $0 $0 $0 $0 $682
PRIOR YEARS:
TOTAL
$575
185
P2671
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2022 8/31/2022
9/1/2022 4/30/2023
$10
$70
PROJECT PHASE:
5/1/2023 6/30/2025 $602
PROJECT LOCATION:OWD Map Book:172
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
186
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
2024 2025 2026 2027 2028 2029 Total
$70 $100 $100 $70 $0 $0 $340
PRIOR YEARS:
TOTAL
$0
187
P2672
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
$70
$100
PROJECT PHASE:
7/1/2025 6/30/2027 $170
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
188
P2673803-4 Reservoir Interior/Exterior Coating
Kevin Cameron
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
2024 2025 2026 2027 2028 2029 Total
$0 $0 $55 $1,500 $650 $145 $2,350
PRIOR YEARS:
TOTAL
$0
189
P2673
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/5/2026 4/3/2026
4/6/2026 10/30/2026
$20
$80
PROJECT PHASE:
11/2/2026 6/30/2029 $2,250
PROJECT LOCATION:OWD Map Book:369
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
190
P2674System Pressure Reducing Program
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$10 $15 $15 $15 $15 $15 $100
PRIOR YEARS:
TOTAL
$15
191
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:
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
192
P2675458-1 and 458-2 Reservoirs Site Pavement Refurbishment
Kevin Cameron
6/3/2020
2
0
$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
2024 2025 2026 2027 2028 2029 Total
$150 $200 $70 $10 $0 $0 $450
PRIOR YEARS:
TOTAL
$20
193
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 6/30/2026 $390
PROJECT LOCATION:OWD Map Book:066
2024 2025 2026 2027 2028 2029 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:2/22/2023Bob Kennedy
194
P2676980-2 PS Motors and Motor Control Center Replacements
Jeff Marchioro
6/2/2021
P2008
1
2
$3,150,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
COSS Functional Category: 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)
- Rebuild pump remaining control ball valve and replace actuators ($90K)
- Replace remaining dismantling joints ($25K)
- Pump #1 motor replacement ($100K)
- Replace/replace circuit breakers ($60K)
- Staff Time ($75K)
- Contingency ($25K)
The CIP budget was increased $375K to $725K at 05-11-22 Board Meeting:
- Pump #4 motor replacement ($149K)
- Pump #4 existing motor rebuild for future use as a spare ($29K)
- Pump #3 motor rebuild ($53K)
- Pump #3 discharge head and wet end rebuild ($52K)
- Future Pump #2 motor rebuild ($50K)
- Contingency ($50K)
- 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:
- MCC1 & MCC2 replacement ($1.7M)
- ATS replacement and genset controls for closed transition ($350K)
- 4,160 to 480 VAC transformer ($300K)
- Adjustments to previous estimates ($75K)
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
2024 2025 2026 2027 2028 2029 Total
$100 $450 $450 $450 $500 $500 $3,150
PRIOR YEARS:
TOTAL
$700
195
P2676
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2021 2/1/2023
7/1/2021 6/30/2026
$10
$200
PROJECT PHASE:
7/1/2021 6/30/2029 $2,940
PROJECT LOCATION:OWD Map Book:114
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
196
P2677PL - 16-Inch, 870 Zone, La Media Road and Airway Road Utility
Relocations
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$700 $100 $50 $0 $0 $0 $3,100
PRIOR YEARS:
TOTAL
$2,250
197
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
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
198
P2678Jamacha Boulevard Utility Relocation
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$25 $75 $50 $50 $50 $0 $250
PRIOR YEARS:
TOTAL
$0
199
P2678
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 6/30/2025
$25
$75
PROJECT PHASE:
7/1/2025 6/30/2026 $150
PROJECT LOCATION:OWD Map Book:198,199,303
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
200
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
2024 2025 2026 2027 2028 2029 Total
$40 $150 $150 $25 $0 $0 $425
PRIOR YEARS:
TOTAL
$60
201
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
2024 2025 2026 2027 2028 2029 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:3/20/2023Donald Bienvenue
202
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. A portion of the pipe is currently operating over its existing pressure class ratings. Once the 1655-1
Reservoir is constructed, the pressure in the southern pipelines will slightly increase. 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
2024 2025 2026 2027 2028 2029 Total
$25 $25 $25 $350 $500 $500 $1,600
PRIOR YEARS:
TOTAL
$175
203
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 6/30/2027
$65
$200
PROJECT PHASE:
7/1/2027 6/30/2029 $1,535
PROJECT LOCATION:OWD Map Book:206
2024 2025 2026 2027 2028 2029 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:3/10/2023Bob Kennedy
204
P2682AMI Project
Andrea Carey
6/2/2021
0
2
$650,000
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.
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
2024 2025 2026 2027 2028 2029 Total
$70 $30 $0 $0 $0 $0 $650
PRIOR YEARS:
TOTAL
$550
205
P2682
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2021 12/31/2021
1/1/2022 6/30/2022
$20
$80
PROJECT PHASE:
7/1/2022 6/30/2025 $550
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
206
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
2024 2025 2026 2027 2028 2029 Total
$40 $100 $100 $100 $100 $20 $500
PRIOR YEARS:
TOTAL
$40
207
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
1/1/2022 12/31/2024
$25
$50
PROJECT PHASE:
4/1/2022 6/30/2028 $425
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:2/22/2023Bob Kennedy
208
P2684Zero Emission Vehicles and Charging Infrastructure
Kevin Cameron
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
2024 2025 2026 2027 2028 2029 Total
$175 $325 $325 $325 $425 $415 $2,000
PRIOR YEARS:
TOTAL
$10
209
P2684
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2022
7/1/2022
$10
$100
PROJECT PHASE:
7/1/2022 $1,890
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/2/2023Bob Kennedy
210
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
2024 2025 2026 2027 2028 2029 Total
$5 $50 $70 $100 $400 $225 $850
PRIOR YEARS:
TOTAL
$0
211
P2685
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 6/30/2027
$5
$225
PROJECT PHASE:
7/1/2027 6/30/2030 $620
PROJECT LOCATION:OWD Map Book:144
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
212
P2686870 PZ Seismic Vault Renovation
Stephen Beppler
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 greatly 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
2024 2025 2026 2027 2028 2029 Total
$5 $5 $5 $150 $150 $85 $400
PRIOR YEARS:
TOTAL
$0
213
P2686
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 6/30/2026
$5
$10
PROJECT PHASE:
7/1/2026 6/30/2029 $385
PROJECT LOCATION:OWD Map Book:055
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
214
P2687Steele Canyon Rd Bridge 803 PZ 20-inch WL Renovation
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$100 $90 $200 $150 $10 $0 $600
PRIOR YEARS:
TOTAL
$50
215
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
2024 2025 2026 2027 2028 2029 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:1/12/2023Steve Beppler
216
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 - the 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
2024 2025 2026 2027 2028 2029 Total
$150 $78 $165 $200 $400 $100 $1,098
PRIOR YEARS:
TOTAL
$5
217
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:
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
218
P2689944-1-9 Pump Station Meter Vault Renovation
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$20 $70 $50 $50 $10 $0 $200
PRIOR YEARS:
TOTAL
$0
219
P2689
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2022 10/30/2023
11/1/2023 6/30/2025
$20
$50
PROJECT PHASE:
7/1/2024 6/30/2028 $130
PROJECT LOCATION:OWD Map Book:321
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
220
P2690850-4 Reservoir Interior/Exterior Coating
Kevin Cameron
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
2024 2025 2026 2027 2028 2029 Total
$0 $0 $0 $0 $15 $1,350 $1,365
PRIOR YEARS:
TOTAL
$0
221
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 6/30/2029 $1,770
PROJECT LOCATION:OWD Map Book:317
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
222
P2691City of San Diego - Otay 2nd Pipeline Phase 4 Interconnections
Relocation
Stephen Beppler 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
2024 2025 2026 2027 2028 2029 Total
$50 $200 $150 $300 $250 $50 $1,000
PRIOR YEARS:
TOTAL
$0
223
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
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
224
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
2024 2025 2026 2027 2028 2029 Total
$1 $1 $1 $50 $147 $400 $600
PRIOR YEARS:
TOTAL
$0
225
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
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
226
P2693PL – 12 & 16-inch, 1296 Zone, Jefferson Rd., Lyons Valley Rd to
Jamul Dr.
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$20 $150 $230 $600 $2,000 $900 $3,900
PRIOR YEARS:
TOTAL
$0
227
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
2024 2025 2026 2027 2028 2029 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:5/2/2023Bob Kennedy
228
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
2024 2025 2026 2027 2028 2029 Total
$75 $75 $5 $0 $0 $0 $155
PRIOR YEARS:
TOTAL
$0
229
P2694
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2023 6/30/2026 $155
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
230
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 for FY24-FY25 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
2024 2025 2026 2027 2028 2029 Total
$25 $25 $100 $50 $50 $0 $250
PRIOR YEARS:
TOTAL
$0
231
P2695
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
$25
PROJECT PHASE:
7/1/2025 6/30/2028 $200
PROJECT LOCATION:OWD Map Book:318
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
232
P26961296-1 Reservoir Interior/Exterior Coating
Kevin Cameron 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:
FY 2024 - The 1296-2 will be done after the 1296-1 Reservoir and expect it will be added in FY 2025 to the six-year CIP Budget.
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
2024 2025 2026 2027 2028 2029 Total
$0 $0 $0 $0 $0 $15 $15
PRIOR YEARS:
TOTAL
$0
233
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 $15
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:307
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
234
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
2024 2025 2026 2027 2028 2029 Total
$350 $350 $500 $750 $1,000 $1,800 $4,750
PRIOR YEARS:
TOTAL
$0
235
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:
2024 2025 2026 2027 2028 2029 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:5/2/2023Bob Kennedy
236
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 $225,000 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
2024 2025 2026 2027 2028 2029 Total
$5 $5 $5 $55 $5 $0 $75
PRIOR YEARS:
TOTAL
$0
237
P2698
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2023 6/30/2028 $75
PROJECT LOCATION:OWD Map Book:319
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
238
P2699Miscellaneous Replacements and Improve Fire Sprinkler
Protection System in the Warehouse
Kent Payne 5
2
$325,000
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:
$235K - Improve sprinkler protection in the warehouse. Sprinkler protection is not adequate due to steep ceiling slope.
$45K - 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 - 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.
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
2024 2025 2026 2027 2028 2029 Total
$25 $100 $200 $0 $0 $0 $325
PRIOR YEARS:
TOTAL
$0
239
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 $325
PROJECT LOCATION:OWD Map Book:318, 343
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
240
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
2024 2025 2026 2027 2028 2029 Total
$150 $100 $150 $100 $150 $100 $750
PRIOR YEARS:
TOTAL
$0
241
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:
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
242
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
2024 2025 2026 2027 2028 2029 Total
$1 $5 $44 $300 $500 $50 $900
PRIOR YEARS:
TOTAL
$0
243
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
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
244
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
2024 2025 2026 2027 2028 2029 Total
$1 $1 $1 $67 $500 $50 $620
PRIOR YEARS:
TOTAL
$0
245
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
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
246
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
2024 2025 2026 2027 2028 2029 Total
$1 $1 $1 $57 $300 $110 $470
PRIOR YEARS:
TOTAL
$0
247
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
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
248
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
2024 2025 2026 2027 2028 2029 Total
$1 $1 $48 $300 $150 $50 $550
PRIOR YEARS:
TOTAL
$0
249
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
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
250
R2117RWCWRF Disinfection System Improvements
Stephen Beppler
6/3/2015
3
1
$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: 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.
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
2024 2025 2026 2027 2028 2029 Total
$200 $2,000 $400 $100 $0 $0 $3,500
PRIOR YEARS:
TOTAL
$800
251
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 6/30/2027 $2,700
PROJECT LOCATION:OWD Map Book:319
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
252
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 have reached the end of their useful lives and require replacement to meet
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
2024 2025 2026 2027 2028 2029 Total
$5 $5 $10 $50 $2,000 $750 $2,855
PRIOR YEARS:
TOTAL
$35
253
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
2024 2025 2026 2027 2028 2029 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:5/11/2023Jolene Fielding
254
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
2024 2025 2026 2027 2028 2029 Total
$1 $1 $1 $1 $46 $90 $140
PRIOR YEARS:
TOTAL
$0
255
R2136
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2023 6/30/2029 $140
PROJECT LOCATION:OWD Map Book:069
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
256
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
2024 2025 2026 2027 2028 2029 Total
$1 $1 $1 $1 $56 $110 $170
PRIOR YEARS:
TOTAL
$0
257
R2137
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2023 6/30/2029 $170
PROJECT LOCATION:OWD Map Book:069
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
258
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
2024 2025 2026 2027 2028 2029 Total
$35 $10 $10 $10 $10 $250 $1,200
PRIOR YEARS:
TOTAL
$875
259
R2146
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2019 6/30/2021
7/1/2020 6/30/2022
$130
$110
PROJECT PHASE:
7/1/2022 6/30/2029 $960
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:1/27/2023Jeff Marchioro
260
R2148Large Meter Replacement - Recycled
Andrea Carey
5/21/2018
0
1
$135,000
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.
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
2024 2025 2026 2027 2028 2029 Total
$10 $15 $15 $15 $15 $15 $135
PRIOR YEARS:
TOTAL
$50
261
R2148
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$5
$5
PROJECT PHASE:
7/1/2018 6/30/2028 $125
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:2/22/2023Bob Kennedy
262
R2152Recycled Water Meter Change-Out
Andrea Carey
6/5/2019
R2143
0
3
$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: 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.
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
2024 2025 2026 2027 2028 2029 Total
$10 $70 $90 $130 $85 $75 $460
PRIOR YEARS:
TOTAL
$0
263
R2152
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
$10
$70
PROJECT PHASE:
7/1/2025 6/30/2035 $470
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
264
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
2024 2025 2026 2027 2028 2029 Total
$5 $70 $80 $1 $1 $350 $537
PRIOR YEARS:
TOTAL
$30
265
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 6/30/2026
$35
$150
PROJECT PHASE:
7/1/2026 6/30/2035 $815
PROJECT LOCATION:OWD Map Book:066,115 & 319
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
266
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
2024 2025 2026 2027 2028 2029 Total
$10 $80 $150 $150 $660 $0 $1,300
PRIOR YEARS:
TOTAL
$250
267
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 6/30/2029 $600
PROJECT LOCATION:OWD Map Book:186,200,304,31
8,319
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
268
R2157RWCWRF Backwash Supply Pumps Upgrade
Stephen Beppler
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 (RWCWRF) 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
2024 2025 2026 2027 2028 2029 Total
$220 $190 $10 $0 $0 $0 $500
PRIOR YEARS:
TOTAL
$80
269
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 6/30/2026 $420
PROJECT LOCATION:OWD Map Book:319
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
270
R2158RWCWRF Stormwater Pond Improvements (R)
Stephen Beppler
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 $350,000 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
2024 2025 2026 2027 2028 2029 Total
$10 $10 $50 $90 $15 $0 $175
PRIOR YEARS:
TOTAL
$0
271
R2158
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
$10
$10
PROJECT PHASE:
1/1/2025 6/30/2028 $155
PROJECT LOCATION:OWD Map Book:319
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
272
R2159RecPL - 16-Inch, 680 Zone, Olympic Parkway Recycled Pipeline
Replacement
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$3,500 $1,000 $300 $150 $50 $0 $6,000
PRIOR YEARS:
TOTAL
$1,000
273
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
2024 2025 2026 2027 2028 2029 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:5/12/2023Bob Kennedy
274
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
2024 2025 2026 2027 2028 2029 Total
$0 $40 $0 $0 $0 $25 $215
PRIOR YEARS:
TOTAL
$150
275
R2160
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2021 6/30/2031 $700
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:3/8/2023Shiela Dilayre
276
R2161450-1R Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
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
2024 2025 2026 2027 2028 2029 Total
$0 $0 $0 $15 $1,550 $935 $2,500
PRIOR YEARS:
TOTAL
$0
277
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 6/30/2029 $2,400
PROJECT LOCATION:OWD Map Book:66
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
278
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
2024 2025 2026 2027 2028 2029 Total
$0 $38 $0 $0 $0 $0 $113
PRIOR YEARS:
TOTAL
$75
279
R2162
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2021 6/30/2031 $500
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:3/8/2023Shiela Dilayre
280
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
2024 2025 2026 2027 2028 2029 Total
$0 $20 $20 $50 $110 $100 $300
PRIOR YEARS:
TOTAL
$0
281
R2163
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
$20
$20
PROJECT PHASE:
7/1/2026 6/30/2029 $260
PROJECT LOCATION:OWD Map Book:066
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
282
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:
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
2024 2025 2026 2027 2028 2029 Total
$0 $50 $50 $300 $300 $100 $800
PRIOR YEARS:
TOTAL
$0
283
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
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
284
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 estimated to cost $29,000.
FY 2027: The unit at the 680-1 REC RES; 944 REC PS at 1390 S Greensview Drive estimated to
cost $29,000.
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
2024 2025 2026 2027 2028 2029 Total
$1 $1 $30 $30 $10 $3 $75
PRIOR YEARS:
TOTAL
$0
285
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
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
286
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.
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
2024 2025 2026 2027 2028 2029 Total
$60 $50 $50 $15 $0 $0 $175
PRIOR YEARS:
TOTAL
$0
287
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 6/30/2027 $65
PROJECT LOCATION:OWD Map Book:319
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
288
R2167RecPL - 14-Inch, 927 Zone, Force Main Road Improvements and
Erosion Repairs
Stephen Beppler
R2116
5
2
$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: 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 rolled gravel paver system to be constructed in areas of storm
runoff concentrated in areas of the dirt 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.
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
2024 2025 2026 2027 2028 2029 Total
$25 $100 $100 $0 $0 $0 $225
PRIOR YEARS:
TOTAL
$0
289
R2167
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 $225
PROJECT LOCATION:OWD Map Book:172,186,200,30
4,318,
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
290
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 $225,000 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
2024 2025 2026 2027 2028 2029 Total
$5 $5 $5 $55 $5 $0 $75
PRIOR YEARS:
TOTAL
$0
291
R2168
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2023 6/30/2028 $75
PROJECT LOCATION:OWD Map Book:319
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
292
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
2024 2025 2026 2027 2028 2029 Total
$50 $50 $50 $50 $50 $100 $350
PRIOR YEARS:
TOTAL
$0
293
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:
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
294
s2012San Diego County Sanitation District Outfall and RSD Outfall
Replacement
Stephen Beppler
6/4/2003
3
1
$3,550,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
COSS Functional Category: 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
very bad condition and 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.
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
2024 2025 2026 2027 2028 2029 Total
$620 $300 $300 $300 $300 $300 $3,320
PRIOR YEARS:
TOTAL
$1,200
295
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 $3,550
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
296
S2024Campo Road Sewer Main Replacement
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$25 $25 $5 $0 $0 $0 $11,130
PRIOR YEARS:
TOTAL
$11,075
297
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
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
298
S2043RWCWRF Sludge Handling System
Stephen Beppler
5/14/2013
R2096
3
1
$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
2024 2025 2026 2027 2028 2029 Total
$1 $1 $1 $1 $1 $50 $185
PRIOR YEARS:
TOTAL
$130
299
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 6/30/2030 $1,365
PROJECT LOCATION:OWD Map Book:319
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
300
S2049Calavo Basin Sewer Rehabilitation - Phase 2
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$50 $30 $320 $380 $250 $50 $1,150
PRIOR YEARS:
TOTAL
$70
301
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 6/30/2029 $1,030
PROJECT LOCATION:OWD Map Book:353, 354, 365 &
366
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
302
S2050Rancho San Diego Basin Sewer Rehabilitation - Phase 2
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$20 $40 $80 $100 $300 $500 $1,049
PRIOR YEARS:
TOTAL
$9
303
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,
2024 2025 2026 2027 2028 2029 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:1/25/2023Steve Beppler
304
S2054Calavo Basin Sewer Rehabilitation - Phase 3
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$0 $10 $10 $10 $50 $50 $130
PRIOR YEARS:
TOTAL
$0
305
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 6/30/2031 $1,080
PROJECT LOCATION:OWD Map Book:353, 354, 365,
366
2024 2025 2026 2027 2028 2029 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:1/25/2023Steve Beppler
306
S2060Steele Canyon Pump Station Replacement
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$10 $40 $50 $100 $300 $500 $1,000
PRIOR YEARS:
TOTAL
$0
307
S2060
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 6/30/2027
$50
$150
PROJECT PHASE:
7/1/2027 6/30/2030 $1,700
PROJECT LOCATION:OWD Map Book:331
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
308
S2061RWCWRF Aeration Controls Consolidation & Optimization
Upgrades (S)
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$20 $20 $100 $0 $0 $0 $220
PRIOR YEARS:
TOTAL
$80
309
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 6/30/2026 $160
PROJECT LOCATION:OWD Map Book:319
2024 2025 2026 2027 2028 2029 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:1/25/2023Steve Beppler
310
S2066Rancho San Diego Basin Sewer Rehabilitation - Phase 3
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$0 $5 $5 $5 $50 $50 $115
PRIOR YEARS:
TOTAL
$0
311
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
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
312
S2069Cottonwood Sewer Pump Station Renovation
Stephen Beppler
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 Cotton 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.
Peak inflow to the PS was measured during a December 2018 rain event with a value estimated at 250 GPM; confirming the
sewer shed peaking factor of at least 4.13.
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
2024 2025 2026 2027 2028 2029 Total
$300 $350 $900 $900 $250 $0 $3,000
PRIOR YEARS:
TOTAL
$300
313
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 9/30/2024
$200
$700
PROJECT PHASE:
10/1/2024 6/30/2028 $2,100
PROJECT LOCATION:OWD Map Book:332
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
314
S2071San Diego Metro Wastewater Capital Improvements
Bob Kennedy
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
2024 2025 2026 2027 2028 2029 Total
$80 $100 $100 $100 $100 $0 $755
PRIOR YEARS:
TOTAL
$275
315
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:
2024 2025 2026 2027 2028 2029 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:2/22/2023Bob Kennedy
316
S2072RWCWRF Rotary Screen Replacement
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$100 $10 $100 $200 $100 $85 $600
PRIOR YEARS:
TOTAL
$5
317
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 6/30/2029 $450
PROJECT LOCATION:OWD Map Book:319
2024 2025 2026 2027 2028 2029 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:2/22/2023Bob Kennedy
318
S2074RWCWRF Stormwater Pond Improvements (S)
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$5 $40 $40 $30 $30 $30 $175
PRIOR YEARS:
TOTAL
$0
319
S2074
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 10/31/2023
11/1/2023 10/31/2024
$5
$45
PROJECT PHASE:
11/1/2024 6/30/2029 $125
PROJECT LOCATION:OWD Map Book:319
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
320
S2076RWCWRF Grit Chamber Improvements
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$5 $20 $25 $30 $40 $50 $170
PRIOR YEARS:
TOTAL
$0
321
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 $125
PROJECT LOCATION:OWD Map Book:319
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
322
S2077RWCWRF Blowers Renovation
Stephen Beppler
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
2024 2025 2026 2027 2028 2029 Total
$120 $120 $120 $40 $0 $0 $400
PRIOR YEARS:
TOTAL
$0
323
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 $130
PROJECT LOCATION:OWD Map Book:319
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
324
S2078Vehicle Capital Purchases - Sewer
Doug Rahders
6/2/2021
P2282 & R2162
0
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: 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.
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
2024 2025 2026 2027 2028 2029 Total
$0 $0 $0 $750 $0 $0 $750
PRIOR YEARS:
TOTAL
$0
325
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 $750
PROJECT LOCATION:OWD Map Book:
2024 2025 2026 2027 2028 2029 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:5/12/2023Jolene Fielding
326
S2079Steele Canyon Rd Bridge 6-inch Sewer FM Renovation
Stephen Beppler
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, 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
2024 2025 2026 2027 2028 2029 Total
$50 $50 $50 $90 $110 $0 $350
PRIOR YEARS:
TOTAL
$0
327
S2079
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
$100
PROJECT PHASE:
7/1/2022 6/30/2028 $220
PROJECT LOCATION:OWD Map Book:344
2024 2025 2026 2027 2028 2029 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:5/10/2023Jolene Fielding
328
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
2024 2025 2026 2027 2028 2029 Total
$10 $78 $10 $10 $10 $50 $168
PRIOR YEARS:
TOTAL
$0
329
S2080
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2024 6/30/2030 $200
PROJECT LOCATION:OWD Map Book:331,377
2024 2025 2026 2027 2028 2029 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:5/2/2023Jolene Fielding
330
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 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
2024 2025 2026 2027 2028 2029 Total
$5 $5 $5 $55 $5 $0 $75
PRIOR YEARS:
TOTAL
$0
331
S2081
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2023 6/30/2028 $75
PROJECT LOCATION:OWD Map Book:319
2024 2025 2026 2027 2028 2029 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:4/26/2023Bob Kennedy
332
OTAY WATER DISTRICT
BOARD OF DIRECTORS POLICY
Subject Policy
Number
Date
Adopted
Date
Revised
ANNUAL CAPITAL IMPROVEMENT PROGRAM
DEVELOPMENT 06 10/15/84 10/03/18
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.
333
OTAY WATER DISTRICT
BOARD OF DIRECTORS POLICY
Subject Policy
Number
Date
Adopted
Date
Revised
ANNUAL CAPITAL IMPROVEMENT PROGRAM
DEVELOPMENT 06 10/15/84 10/03/18
Upon approval by the Board of Directors of the annual six-year
CIP, staff is authorized to proceed with planning, design,
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.
334
Name Capacity Fee (1)
Water (Code Section 28.01)
Water Capacity Fee (2)$13,930.13
Triad Capacity Fee (2)$10,447.60
Sewer (Code Section 53.03)
Within a Sewer ID $7,543.80
Outside a Sewer ID $10,434.89
(1)Rate effective 7/1/2023.
(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".
335
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.
336
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.
337
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
338
Index
Annual CIP Development Policy No. 6 333-334
Awards xiii-xvi
Capital Budget Narrative 33-35
CIP Budget Basis 7
CIP Budget Calendar 8
CIP Budget Control and Jurisdiction 6
CIP Budget Guide 1
CIP Budget Process 5-6
CIP Justification and Impact on Operating Budget 47
CIP Project Index 51-53
CIP Project Sheet Description 49-50
CIP Project Map 41
CIP Projects 55-332
CIP Reserve Funds 36
Current Economic Conditions 13-14
Demographics 9
District Formation 3
Economic Outlook 14-15
Fund Structure 7
Glossary 336-337
Key Performance Indicators:
General Manager 19
Administrative Services 20-21
Finance 22-24
Water Operations 25-29
Engineering 30-31
Letter of Transmittal iii-xii
List of Acronyms 338
Mission Statement, Vision, Statement of Values 2
Organizational Structure 4
Resolution No. 4433 xvii-xviii
San Diego Rainfall 13
Service Area 3
Service Area Assessed Valuation 9
Sewer Rate Comparison 12
Six-Year CIP Projects Summary by Source ($1,000s) 37
Six-Year CIP Projects Summary by Fund ($1,000s) 37
Six-Year CIP Projects by Source and Fund ($1,000s) 38-40
Six-Year CIP Projects Schedule 42-46
Strategic Planning Process 18
339
Index
Table of Contents i-ii
Ten Principal Taxpayers 10
Ten Largest Customers 10
The Future 15-17
Water Meter Capacity Fees 335
Water Comparison – Member Agency Water Rates 11
340