HomeMy WebLinkAboutCapital Improvement Program Budget FY 2023-2028OTAY WATER DlSTRlCT
Capi-tal lmprovement Program Budget
Ftsca[ Year 2023-2028
Sprtng VaHey, Ca[ifomta
Otay Water District
Capital Improvement Program Budget
Fiscal Years 2023-2028
BOARD OF DIRECTORS
Tim Smith, Division 1 President
Mark Robak, Division 5 Vice President
Jose Lopez, Division 4 Treasurer
Ryan Keyes, Division 2
Gary Croucher, Division 3
MANAGEMENT TEAM
Jose Martinez General Manager
Joseph R. Beachem Chief Financial Officer
Kevin Koeppen Assistant Chief, Finance
Adolfo Segura Chief, Administrative Services
Andrew Jackson Chief, Water Operations
Michael Long Chief, Engineering
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Table of Contents
Page
Letter of Transmittal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii
Awards. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xiii
Resolution No. 4410. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Strategic Planning Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Key Performance Indicators:
General Manager. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Administrative Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
Finance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
Water Operations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
Engineering . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
CAPITAL BUDGET
Capital Budget Narrative. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31
CIP Reserve Funds ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
Six-Year CIP Projects Summary by Source ($1,000s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
Six-Year CIP Projects Summary by Fund ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
Six-Year CIP Projects by Source and Fund ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
CIP Projects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
Six-Year CIP Projects Schedule. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
CIP Justification and Impact on Operating Budget. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45
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Table of Contents
CIP PROJECTS
CIP Project Sheet Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47
CIP Project Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
CIP Projects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53
APPENDIX
Annual CIP Development Policy No. 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 311
Water Meter Capacity Fees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 313
Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 314
List of Acronyms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 316
Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 317
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September 12, 2022
Honorable Board of Directors
Otay Water District
I am pleased to present the Otay Water District’s Capital Improvement Program Budget for
Fiscal Years 2023-2028. 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 2023. 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 nearly 228,000 customers.
Our goal is to sustain the services we provide while minimizing rate impacts to our
ratepayers.
Legislative and Regulatory Issues
The District continues to monitor legislative and regulatory activity and how it could impact
the District and its customers. August 31 was the final day of the legislative session and the
Governor has until September 30, 2022 to sign or veto legislation.
Senate Bill 222 would require the State Water Resources Control Board (SWRCB) to
implement a Water Rate Assistance Program that would provide financial assistance for
both drinking water and wastewater services to low-income residential ratepayers. Such a
program, if designed in a reasonable, efficient, and effective manner, is something the
District would like to see advanced. However, the District does have the following
fundamental concerns regarding how much funding will be available for actual low-income
household assistance as opposed to program administration: 1) inefficient use of low-
income water rate assistance funding with public water agencies having to perform
enrollment; 2) no cap proposed for the first year of administration costs; and 3) not all
program dollars would go into the program’s fund.
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Other bills that the District is watching are AB 2142 (Gabriel) and SB 230 (Portantino). AB
2142, sponsored by the Association of California Water Agencies (ACWA), would provide a
state tax exclusion from gross income for any amount received as a rebate, voucher, or
other financial incentive issued by a public water system, local government, or state agency
for participation in a turf replacement water conservation program. This bill passed and
awaits the Governor’s signature or veto. SB 230 would require the SWRCB to establish,
maintain, and direct a dedicated Constituents of Emerging Concern (CEC) Program to
assess the state of information and recommend areas for further study on the occurrence
of CECs in drinking water, and establishes the CEC Action Fund. The bill passed and is
awaiting the Governor’s signature or veto.
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 has submitted comments
regarding its concerns regarding the draft regulatory language and will continue to monitor
CARB’s activity on this matter. The District is also part of a coalition through the Association
of California Water Agencies on the issue.
The SWRCB and many water agencies, including the District, continue to focus on
conservation-related laws Senate Bill 606 and Assembly Bill 1668 that passed in 2018.
Building 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 San Diego County Water Authority (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
require water agencies to establish a residential indoor gallon per capita per day (GPCD)
goal of 55, effective in 2023, decreasing to 52.5 in 2025, followed by a final decrease to 50
GPCD in 2030. The District projects that its current indoor GPCD levels meet the
requirement. 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, 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). The emergency
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regulation remains in effect for one year, unless the SWRCB modifies it, readopts it, or ends
it before then. Because the regulation does not require a formal activation of level 2, the
District remains at level 1 but is encouraging customers to implement level 2 actions. In the
District’s WSCP, the difference between being at level 1 and 2 is that level 2 requires
mandatory water restrictions and a shortage condition. Because restrictions are not
mandatory and the region or the state is not currently facing shortages, the District remains
at level 1.
Also related to water-use efficiency, as recommended to the legislature jointly by the
Department of Water Resources (DWR) and the State Board, SB 1157 (Hertzberg) would
lower the indoor residential water use standard. The bill passed and is awaiting the
Governor’s signature or veto. If enacted, the bill would establish 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. If signed, this bill would supersede SB 606 and AB 1668 which passed
in 2018.
In August, 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 released its Draft Environmental Impact Report for the
Delta Conveyance Project, 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.
Fiscal Year 2023 - 2026 Strategic Plan
The District's theme has been "Dedicated to Community Service" since its inception. From
its inception in 1956 to present day, the District has been dedicated to delivering exceptional
service to the residents and businesses it has the distinction of serving. This serves as a
great reminder to our staff about the significance of the District.
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Over the years the District’s strategic plan has evolved from one focusing on significant
growth to one focusing on both consistent, albeit lower, growth levels and the long-term
operations and maintenance 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.
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. Since the previous
plan, the District recognizes that the landscape has shifted in terms of the nature and scope
of local water supply initiatives in the region and financial revenue streams to support the
District's operational demands. The strategic plan goals and objectives are executed and
tracked as part of the annual budget process and serves as a guide for each year's planning
activities and budget development. It also establishes the general policy direction and
strategic priorities set forth by Board of Directors. Based on the Balanced Scorecard
methodology, the District develops the strategies, objectives, and programs required to
successfully implement the Board's direction.
There are 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, retainment and recruitment of a skilled workforce, and maintaining an
adaptable organization to meet future challenges. The Board of Directors, senior
management, and staff introduced the new strategic plan to offer a foundation to meet
these 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 maneuver and execute through these challenging times.
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.
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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, reduction in
staffing, and associated costs. The District has reduced staffing by 31.75 full-time equivalent
positions, or 18%, while the number of customer accounts increased by 4,388 from 2007
through 2023. The following chart shows that the District’s ratio of customer accounts per
full time employee has increased by 98 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.
To reduce the District’s costs of retirement obligations, the District made an advanced
payment of $31.8 million to its CalPERS pension plan on August 15, 2018. This strategic
action significantly reduced the high financing cost of the unfunded liability at CalPERS and
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Fiscal Year
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brought the funding level up to 87%, which will save the District approximately $16
million. In Fiscal Year 2020, the District’s Other Post Employee Benefits (OPEB) plan became
fully funded. In Fiscal Year 2021, with the OPEB plan being fully funded, the District began
redirecting $1.1 million of additional contributions to PERS. The District has budgeted to
continue an additional $2.1 million contribution in Fiscal Year 2023. When combined with
the $31.8 million 2018 advance funding, the District’s PERS funding strategy is projected to
save the District $6 million over a 12-year period.
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
eleventh lowest water rate out of the 24 member agencies in San Diego County (based on
the District’s average water user who uses 11 units of water and has a ¾” residential meter
size), and the fifth lowest sewer rate out of the 28 sewer service providers in the County
(based on 11.1 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 122.7% and the District’s retail water rates have increased 115.5%.
Wholesale Water Supply Costs vs. District Retail Rate Increases
0%
20%
40%
60%
80%
100%
120%
140%
2007 2009 2011 2013 2015 2017 2019 2021 2023
122.7%
115.5%
CWA Water Cost Increase
Otay Water Rate Increase
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The District currently delivers water service to 51,494 potable and 771 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
District customers, which lessens dependence on water treatment facilities located outside
of the County.
The District also collects and recycles wastewater from approximately 4,738 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 2023 Operating Budget Summary
The Fiscal Year 2023 budget was prepared with the continuing challenges of inflation,
supply-chain challenges, 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 $118.6 million of budget expenditures for Fiscal Year 2023.
Revenues from potable and recycled water sales are projected to be $104.5 million,
approximately $4.9 million more than the Fiscal Year 2022 budget. The District projects
sewer revenues to be $3.3 million, approximately $216 thousand more than Fiscal Year
2022. The remaining budgeted revenues of $10.8 million, approximately $1.3 million more
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than Fiscal Year 2022, 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 6.2% melded increases from MWD and CWA are due to the high cost of
supply programs, higher energy costs, and increasing operating costs.
4.1% water rate increase to District customers budgeted for January 1, 2023, and a
4.5% rate increase for sewer, effective January 1, 2023.
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 2023-2028 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 2023 CIP budget contains 128 projects and totals $12.6
million. The District categorizes projects into three business segments: potable water,
recycled water, and sewer. Funding for the Fiscal Year 2023 potable, recycled, and sewer
projects are $9.7 million, $2.0 million, and $839 thousand, 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 $ 9,995,000
Betterment projects 2,286,000
Expansion projects 298,000
Total $ 12,579,000
The Fiscal Year 2023-2028 CIP budget of $108.4 million has increased by $7.0 million versus
last year. The total water CIP budget for the six-year period is $98.5 million, which is a $5.8
x
million increase compared to Fiscal Year 2022, while the sewer CIP of $9.8 million is
increasing $1.1 million compared to Fiscal Year 2022.
The District projects sewer debt issuances of $1.5 million and $1.1 million in Fiscal Year
2025 and Fiscal Year 2027, respectively. There are no water debt issuances projected for
Fiscal Years 2023-2028.
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, 2021. 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.
The California Society of Municipal Finance Officers presented Otay Water District
the Certificate of Award for Excellence in Operating Budgeting for Fiscal Year 2021-
2022.
The California Society of Municipal Finance Officers presented Otay Water District
the Certificate of Award for Excellence in Capital Budgeting for Fiscal Year 2021-2022.
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, 2021.
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.
xi
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 2021-2022. 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 2021-2022.
xiv
Financial Awards
The California Society of Municipal Finance Officers presented Otay Water District the Capital
Budgeting Excellence Award for Fiscal Year 2021-2022.
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, 2021.
xvi
RESOLUTION NO. 4410
A RESOLUTION OF THE BOARD OF DIRECTORS OF
OTAY WATER DISTRICT ADOPTING THE
FISCAL YEAR 2022-2023
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 2022-2023; and
WHEREAS, the Fiscal Year 2022-2023 Operating and Capital
Budget, have 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 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 2022-2023.
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 8th day of June
2022, 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 water wholesale 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
golf courses, 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 2,686 acre-feet per year of recycled water for fiscal year 2023, 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
76% is imported, which is a blend from the Colorado River and the
California State Water Project. Twenty-four 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. Due to COVID-19, the District continues to
stream Board meetings 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
(56)
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 0.36%.
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 budgets services in one of the three business segments: Potable, Sewer, or Recycled.
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 2022-2023, 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 6-7.
December-January February-March April May-June
12/9/21
Budget instructions for the
Operating and Capital
Budget are distributed to
departments
12/9/21 - 1/12/22
Departments begin CIP
Budget Process which
includes:
Review existing FY 2022
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
6/30/22 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.
2/1/22
Finance initial review of CIP
Budget with Chief of
Engineering including year
over year explanations
2/3/22
Chiefs to submit Capital
Purchases and justifications
2/7/22
Engineering reviews all CIP
budget requests with
General Manager
3/7/22
CIP Budget finalized with
Chiefs and General
Manager
4/7/22
CIP Sheets finalized and
sent to Finance to
incorporate into rate model
to determine proposed
rates
4/18/22
Review assumptions and
rates with Chiefs and
General Manager
4/27/22
Key Budget Assumption
Workshop to discuss
budget key figures and
assumptions.
5/16/22
FY 2023 Budget Practice
Run-through
5/17/22
Preliminary Budget
provided to Chiefs and
General Manager for review
6/8/22
Board Meeting – approval
of the FY 2022-2023
Operating and Capital
Budget and
FY 2023-2028 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 277,220
Otay Water District population served (estimated) 227,957
Persons/Household 3.49
Ethnic/Racial makeup (City of Chula Vista)
Hispanic 60.3%
Non-Hispanic White 16.9%
Asian 15.3%
Black 5.1%
Other 2.4%
Median Age 36
Median Household Income $86,132
Percentage with 4-year degree or higher 29.2%
Source: San Diego Association of Governments, Current Estimates and
United States Census Bureau
Service Area Assessed Valuation
The District’s service area encompasses property with over $36.2 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
$ 28
$ 29
$ 31
$ 33
$ 35
$36
$0
$5
$10
$15
$20
$25
$30
$35
$40
FY 2017 FY 2018 FY 2019 FY 2020 FY 2021 FY 2022
Bi
l
l
i
o
n
s
9
Overview
Ten Principal Taxpayers – Fiscal Year 2023
Organization Assessed Percent
Value to Total
1.Amazon.com Services, LLC $ 333,631,825 0.86%
2.Rancho Investors, LP 175,359,593 0.45%
3.John Hancock Life Insurance Co USA 160,618,164 0.41%
4.Eastgroup Properties, LP 157,796,745 0.41%
5.Lipt Sanyo Avenue, LLC 156,600,000 0.40%
6.Corrections Corporation of America 155,410,305 0.40%
7.GGP-Otay Ranch, LP 141,264,436 0.36%
8.Chula Vista Apartments, LLC 134,093,743 0.35%
9.Regulo Place Apartments Investors, LLC 125,225,243 0.32%
10.Homefed Otay Land II, LLC 115,343,393 0.30%
Total Top Ten Principal Taxpayers $ 1,655,343,447 4.26%
Total Service Area Assessed Valuation $ 38,712,748,540
Source: County of San Diego Auditor and Controller
Ten Largest Customers – Fiscal Year 2022
Customer Name Customer Type Annual Revenues
% of
Water
Sales
1.City of Chula Vista Publicly Owned $ 4,332,713 4.2%
2.Richard J Donovan Correctional Facility Publicly Owned 1,424,920 1.4%
3.County of San Diego Publicly Owned 1,334,905 1.3%
4.Eastlake III Community Association Commercial 1,138,564 1.1%
5.Chula Vista School District Publicly Owned 818,403 0.8%
6.Homefed Village III Temporary 717,682 0.7%
7.Eastlake Country Club Commercial Recycled 695,455 0.7%
8.Baldwin & Sons, LLC Temporary 578,975 0.6%
9.Sweetwater School District Publicly Owned 572,757 0.6%
10.San Diego Family Housing Publicly Owned 529,098 0.5%
Total Top Ten Customers $ 12,143,471 11.8%
Total Water Sales $ 102,494,359 100.0%
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 2022, the District conducted a survey of the water
rates of the water providers within San Diego County. The following chart shows that the District has
the eleventh lowest water rate in the region.
Projected Water Bill for FY 2023
Based on 11 Units of water used and ¾” residential meter size
137.97
129.67
127.96
127.53
121.01
120.35
116.40
103.14
101.81
101.15
100.27
95.74
95.69
93.96
89.64
85.76
83.08
82.15
81.12
80.31
77.40
70.12
$0 $20 $40 $60 $80 $100 $120 $140
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 September 2022, the member agency's FY 2023 rate was unavailable. An estimated
increase was applied equal to the other districts’ average FY 2023 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 fifth lowest sewer rates
in the County of San Diego.
155.44
97.47
90.34
87.97
87.00
86.18
82.97
82.52
81.98
71.75
69.95
65.98
62.87
61.72
59.64
59.00
56.86
55.25
55.07
54.60
53.91
51.18
51.09
48.81
43.11
43.08
40.86
34.65
$- $20 $40 $60 $80 $100 $120 $140 $160 $180
28
27*
26*
25*
24
23
22*
21
20
19*
18
17
16
15
14
13
12
11
10
9
8*
7
6*
5
4
3
2*
1
Projected Sewer Bill for FY 2023
Based on 11.1 Units of water used and ¾” residential meter size
*At the time of the survey in September 2022, the member agency's FY 2023 rate was unavailable. An estimated
increase was applied equal to the other districts’ average FY 2023 known rate increases.
12
Overview
San Diego Rainfall
San Diego received below average rainfall of 6.83 inches in Fiscal Year 2022. The 10-year average of
8.9 inches for San Diego rainfall reflects the long-term drought conditions for our area. San Diego's
rainfall average over 20 years is 9.20 inches; the 30-year average is 9.44 inches; and the 40-year
average is 9.80 inches.
San Diego rainfall, while a contributing factor, is not the controlling factor for our potable water
supply shortage. The San Diego region imports 76% 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 76% 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
approximately 50 million gallons of water per day to the CWA, enough to serve approximately 400,000
6.51
5.06
9.03
10.82
12.97
3.40
12.62
16.65
4.93
6.83
0
2
4
6
8
10
12
14
16
18
2013 2014 2015 2016 2017 2018 2019 2020 2021 2022
In
c
h
e
s
San Diego Rainfall
Fiscal Years 2013 - 2022
Annual Rainfall
10 year average
Source: Weather Underground
13
Overview
people, meeting approximately 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.
Inflation
According to the Bureau of Labor Statistics, the CPI for urban consumers in the San Diego area rose
1.2% over the past two months ending July 2022. Over the last twelve months, area prices increased
7.3%. Food prices went up 5.9% and energy prices increased 29.6% largely as the result of an
increase in the price of gasoline. With gas prices remaining high, the inflationary trend is expected
to continue.
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:
The gross domestic product (GDP) will rise by 5.0-6.0%;
The population will continue to increase by more than 3.0 million annually (based on the 2020
Census);
Employment will reach 155.0 million, higher than pre-COVID levels;
The unemployment rate will be a steady 4.0%;
Initial unemployment claims will fall to new levels;
Job openings will continue to top 11.0 million;
30-year mortgage rates will rise to 4.00-4.50% range;
Oil prices per barrel will ebb to the $70-80 range unless the Ukrainian situation continues;
Construction will parallel 2020, with a total of 1.6-1.7 million new residential units;
The nationwide demand for new homes and condominiums will continue unabated;
The resale home market will continue its strong demand throughout 2022 with the inventory
of housing for sale gradually expanding in the second half of the year with taming of price
increases;
The non-residential construction market will continue to expand thanks to Federal spending
on infrastructure and military spending;
Inflation will continue to be in the 5-6% range;
Finally, the Federal government will open its purse strings even further than it did in 2020-
2021 and that will increase consumer goods demand.
The Future
Capital Improvement Program
The District provides water and sewer service to a population of nearly 228,000 customers, including
residential, business, government, industrial, and agricultural water users across urban, suburban,
14
Overview
Cottonwood Sewer Pump Station
and rural areas. The District’s service area population is projected to
grow by 19% to 272,350 residents by 2045. 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 (27 Total)
Reservoir Construction or Rehabilitation Projects (17 Total)
Pump Station Replacement and Rehabilitation
Meter Replacement & AMI Pilot Project
Sewer Basin Improvements
Pipeline Misc. Appurtenances
Equipment & Vehicles
RWCWRF Projects (12 Total)
Future Development
Using the economist’s report, the District’s engineering staff projects that over the next six years, the
District will sell another 1,384 meters which translates to 3,899.5 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 2028. It is anticipated that most of the development in the District will
be in East Chula Vista (Otay Ranch). There is a large development in apartments and townhomes to
appeal to the young families.
Projected Meter Sales in Equivalent Dwelling Unit (EDUs)
80
3
53
9
56
9
57
5
67
1
74
4
0
200
400
600
800
1,000
FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028
15
Overview
Projected Units for Sale and Rental
Otay Water District Service Area FY 2023 through FY 2028
Project 2023 2024 2025 2026 2027 2028 Total
Total Single-Family Detached 240 125 125 125 200 250 1,065
Total Single-Family Attached 778 818 815 790 790 678 4,669
Total For Sale 1,018 943 940 915 990 928 5,734
Apartments 1,337 830 1,230 1,148 930 680 6,155
Total 2,355 1,773 2,170 2,063 1,920 1,608 11,889
% Sale 43% 53% 43% 44% 52% 58% 48%
% Rental 57% 47% 57% 56% 48% 42% 52%
Source: Vertex Economic Report, March 2022
Commercial Construction
Commercial construction in the District is projected to be significant during the next six years with
5,744,000 square feet of commercial development in the planning stages and under construction,
including a 700,000 square foot Amazon facility. There are also approximately 760 total hotel rooms
in two planned hotel projects.
Under Construction and Planned Commercial Development
Expected Delivery FY 2023 through FY 2028
Fiscal Years:2023 2024 2025 2026 2027 2028 Total
Hotels (Sq. Ft.)60,000 164,000 - - - 80,000 304,000
Industrial (Sq. Ft.)1,700,000 500,000 500,000 500,000 500,000 500,000 4,200,000
Amazon (Sq. Ft.) 700,000 - - - - -700,000
Office (Sq. Ft.)-100,000 100,000 100,000 100,000 -400,000
Retail (Sq. Ft.)- 20,000 90,000 15,000 15,000 -140,000
Total (Sq. Ft.)2,460,000 784,000 690,000 615,000 615,000 580,000 5,744,000
Source: Vertex Economic Report, March 2022
Miscellaneous Development
One future project occurring within the District’s service area is the redevelopment of the Salt Creek
Golf Course into a residential community. The project includes development of approximately 50
acres of residential property with 122 units and is estimated to be completed in 2028.
16
Overview
Strategic Planning Process
The Otay Water District’s Strategic Plan (Plan) provides the framework for operational objectives and
activities performed by District staff. The Plan facilitates the execution of programs, allocation of resources,
and collaboration and coordination with stakeholders. Through the use of the Balanced Scorecard
Performance Management System, the Board of Directors, Senior Management, and staff share a focused
strategy and ensure the agency is moving toward common goals and maximizing its limited resources. In
addition, the Plan details our commitment to remain a model public agency that maintains stakeholder trust
through fiscal responsibility, environmental stewardship, and effective leadership.
The Plan’s strategies are balanced across four business perspectives that break down strategic goals into
smaller components, or objectives, and are executed by departments and cross-functional groups. Based
on the Balanced Scorecard methodology, each of the four business perspectives provide the overall
foundation for the District’s strategic planning direction:
Customer: Increase customer satisfaction and confidence.
Financial: Excel in stewardship and financial accountability.
Internal Business Process: Managing and enhancing internal process excellence and organizational
effectiveness.
Learning and Growth: Making people, safety, and the environment the building blocks of our organization.
Additionally, the District actively participates in the American Water Works Association’s (AWWA) utility
benchmarking performance indicators to monitor, track, and improve day-to-day essential tasks and
services. The execution of strategic objectives and industry-based performance indicators are presented bi-
annually to the public and Board of Directors.
The District recently adopted a new Strategic Plan (FY 2023-FY 2026), highlighting areas of focus, including
a stronger emphasis on financial and long-term benefits, an aging workforce, organizational culture,
customer service, cybersecurity, and asset management. Key performance indicators support short-term
and long-term objectives linked to these strategies to promote and track continuous improvement. In
preparation of the new Plan, the General Manager and staff held a number of strategic planning sessions to
identify risks and opportunities and develop short and long-term goals.
In a special workshop held in October 2021, for review and feedback, staff presented the proposed FY
2023-FY 2026 Strategic Plan to the District’s Board of Directors and set in motion via the General Manager,
direction to finalize and complete the District’s new four-year plan.
The following pages reflect the District’s perspectives, goals, key performance indicators, measurement
methods, and targets for each department.
17
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 2021 FY 2022 FY 2023 (1)
Target N/A N/A 85%
Actual N/A N/A 85% (2)
(1) FY 2023 is the first year for this key performance indicator
(2) FY 2023 projected performance indicator
Overview
Cu
s
t
o
m
e
r
Goal
Enhance customer and community engagement to increase
public awareness of the water industry and the District,
while continuing to provide superior customer service.
18
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 2021 FY 2022 FY 2023 (1)
Target N/A N/A 2
Actual N/A N/A 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 2021 FY 2022 FY 2023 (1)
Target N/A N/A 2
Actual N/A N/A 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 2021 FY 2022 FY 2023
Target 4.1 4.1 4.1
Actual 2.1 5.1 4.1 (2)
(1) FY 2023 is the first year for this key performance indicator
(2) FY 2023 projected performance indicator
(3) Key performance indicator based on calendar year and results would be available at 4th quarter of the following fiscal year
(4) Key performance indicator utilizes AWWA Benchmark
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
P
r
o
c
e
s
s
Goal
Practice ongoing infrastructure renewal and organizational
improvement through planning and increased operational
efficiency.
Overview
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
P
r
o
c
e
s
s
Goal
Practice ongoing infrastructure renewal and organizational
improvement through planning and increased operational
efficiency.
Goal
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
P
r
o
c
e
s
s
Practice ongoing infrastructure renewal and organizational
improvement through planning and increased operational
efficiency.
19
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 2021 FY 2022 FY 2023
Target 5%5%5%
Actual 2%8% 0% (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 2021 FY 2022 FY 2023
Target 12.0 12.0 15.6
Actual 16.5 24.5 15.6 (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 2021 FY 2022 FY 2023
Target 24.0 24.0 24.0
Actual 28.4 55.8 24.0 (1)
(1) FY 2023 projected performance indicator
(2) Key performance indicator utilizes AWWA Benchmark
Goal
Foster a workforce culture of employee development and
innovation.
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
P
r
o
c
e
s
s
Goal
Foster a workforce culture of employee development and
innovation.
Le
a
r
n
i
n
g
a
n
d
G
r
o
w
t
h
Goal
Foster a workforce culture of employee development and
innovation.
Overview
Le
a
r
n
i
n
g
a
n
d
G
r
o
w
t
h
20
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 2021 FY 2022 FY 2023
Target 97.0%97.0%97.0%
Actual 98.6%98.6% 97.0% (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 2021 FY 2022 FY 2023
Target 99.8%99.8%99.8%
Actual 99.99%99.99% 99.8% (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 2021 FY 2022 FY 2023
Target 14 14 14
Actual 5 5 5 (1)
(1) FY 2023 projected performance indicator
Goal
Enhance customer and community engagement to
increase public awareness of the water industry and the
District, while continuing to provide superior customer
service.
Operate the District in a financially sustainable and
transparent manner while maintaining a fair rate structure.
Overview
Goal
Cu
s
t
o
m
e
r
Fin
a
n
c
i
a
l
Operate the District in a financially sustainable and
transparent manner while maintaining a fair rate structure.
Fi
n
a
n
c
i
a
l
Goal
21
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 2021 FY 2022 FY 2023
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 2021 FY 2022 FY 2023
Target 150%150%150%
Actual 272%262% 150% (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 2021 FY 2022 FY 2023
Target 150%150%150%
Actual 371%838% 150% (1)
(1)FY 2023 projected performance indicator
Fi
n
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.
22
Key Performance Indicators: Finance (continued)
Performance
Indicator Definition Measurement
Method Target
Reserve Level
All reserve levels in
the District measured
to a predetermined
plan developed
during the initial
budget process
Number of reserve
funds that meet or
exceed fund target
levels/Total number
of reserve funds
No less than 83%
annually
FY 2021 FY 2022 FY 2023
Target 85%83%83%
Actual 85%83% 83% (1)
Performance
Indicator Definition Measurement
Method Target
Accounts per Full-
Time Employee (FTE)
Measures the number
of active accounts per
full-time employee.
The greater the
number of accounts
per employee, the
more efficient
technology and staff
are utilized.
Potable + Recycled +
Sewer Accounts/
Number of full-time
employees
399 accounts per FTE
annually
FY 2021 FY 2022 FY 2023
Target 408 406 399
Actual 408 406 399 (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 2021 FY 2022 FY 2023
Target 5.0%5.0%5.0%
Actual 3.9%4.0% 5.0% (1)
(1) FY 2023 projected performance indicator
Fi
n
a
n
c
i
a
l
Goal
Overview
Fin
a
n
c
i
a
l
Goal
Operate the District in a financially sustainable and
transparent manner while maintaining a fair rate structure.
Operate the District in a financially sustainable and
transparent manner while maintaining a fair rate structure.
Goal
Operate the District in a financially sustainable and
transparent manner while maintaining a fair rate structure.Fi
n
a
n
c
i
a
l
23
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 2021 FY 2022 FY 2023
Target 7.1 7.1 4.6
Actual 4.5 3.9 4.0 (2)
Performance
Indicator Definition Measurement
Method Target
Potable Water
Compliance Rate (1)
Quantifies the
percentage of time
each year that the
District meets all
health related
drinking water
standards in U.S.
National Primary
Drinking Water
Regulations.
All primary health
regulations are met
100% of all health
regulations met
annually
FY 2021 FY 2022 FY 2023
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 2021 FY 2022 FY 2023
Target 66%66%70%
Actual 66%73% 70% (2)
(1) Key performance indicator utilizes AWWA benchmark
(2) FY 2023 projected performance indicator
Overview
Cu
s
t
o
m
e
r
Goal
Enhance customer and community engagement to
increase public awareness of the water industry and the
District, while continuing to provide superior customer
service.
Cu
s
t
o
m
e
r
Goal
Enhance customer and community engagement to
increase public awareness of the water industry and the
District, while continuing to provide superior customer
service.
Fi
n
a
n
c
i
a
l
Goal
Operate the District in a financially sustainable and
transparent manner while maintaining a fair rate structure.
24
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 2021 FY 2022 FY 2023
Target 70%70%70%
Actual 55%74% 70% (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 2021 FY 2022 FY 2023
Target 77%77%80%
Actual 93%90% 80% (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 $1,315
per MG spent on
wastewater treatment
annually
FY 2021 FY 2022 FY 2023
Target $1,050 $1,050 $1,315
Actual $1,374.69 $869.97 $1,315 (1)
(1) FY 2023 projected performance indicator
Goal
Fi
n
a
n
c
i
a
l
Fin
a
n
c
i
a
l
Goal
Operate the District in a financially sustainable and
transparent manner while maintaining a fair rate structure.
Operate the District in a financially sustainable and
transparent manner while maintaining a fair rate structure.
Overview
Fin
a
n
c
i
a
l
Goal
Operate the District in a financially sustainable and
transparent manner while maintaining a fair rate structure.
25
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 2021(4)FY 2022(4)FY 2023
Target 3080 3080 20%
Actual 4723 3132 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 2021 FY 2022 FY 2023 (1)
Target N/A N/A 2.5
Actual N/A N/A 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 2021 FY 2022 FY 2023 (1)
Target N/A N/A 3
Actual N/A N/A 3 (2)
(1) FY 2023 is the first year for this key performance indicator
(2) FY 2023 projected performance indicator
(3) Key performance indicator utilizes AWWA Benchmark
(4) Key performance indicator measured as actual number of valves in FY 2021 and 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.
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.
26
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 2021 FY 2022 FY 2023 (1)
Target N/A N/A 2.5
Actual N/A N/A 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 2021 FY 2022 FY 2023 (1)
Target N/A N/A 3
Actual N/A N/A 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 2021 FY 2022 FY 2023
Target 0 0 0
Actual 1.14 2.27 0 (1)
(1) FY 2023 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.
27
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 2021 FY 2022 FY 2023
Target 8 8 8
Actual 8 8 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 2021 FY 2022 FY 2023 (2)
Target N/A N/A 20%
Actual N/A N/A 20% (1)
(1) FY 2023 projected performance indicator
(2)FY 2023 is the first year for this key performance indicator
Practice ongoing infrastructure renewal and organizational
improvement through planning and increased operational
efficiency.
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Goal
Practice ongoing infrastructure renewal and organizational
improvement through planning and increased operational
efficiency.
Overview
In
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28
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 2021 FY 2022 FY 2023
Target 95%95%95%
Actual 111%103%95% (1)
Performance
Indicator Definition Measurement
Method Target
Construction Change
Order Incidence
Measures rate of
Change Orders for
CIP projects under
Construction.
Total cost of change
orders (not including
allowances)/Total
original construction
contract amount (not
including allowances)
No more than
5% change order rate
annually
FY 2021 FY 2022 FY 2023
Target 5.0%5.0%5.0%
Actual 4.4%2.0%5.0% (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 2021 FY 2022 FY 2023
Target 100%100%100%
Actual 100%100%100% (1)
(1) FY 2023 projected performance indicator
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s
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Goal
Practice ongoing infrastructure renewal and organizational
improvement through planning and increased operational
efficiency.
Overview
Fin
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a
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Goal
Operate the District in a financially sustainable and
transparent manner while maintaining a fair rate structure.
Fi
n
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c
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a
l
Goal
Operate the District in a financially sustainable and
transparent manner while maintaining a fair rate structure.
29
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 2021 FY 2022 FY 2023
Target 100%100%100%
Actual 111%100% 100% (1)
(1) FY 2023 projected performance indicator
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Goal
Overview
Practice ongoing infrastructure renewal and organizational
improvement through planning and increased operational
efficiency.
30
CAPITAL BUDGET
The District provides water service to a population of nearly 228,000, which is expected to ultimately
increase to 272,350 by the year 2045. 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 $269 million in capital assets
through ultimate build-out. The Fiscal Year 2023 Capital Budget is $12.6 million and the six-year
Capital Improvement Program (CIP) totals $108.4 million. The CIP is consistent with the District's
Water Facilities Master Plan, Sewer System Master Plan, current capacity tees, and the District's
strategic financial objectives. This CIP Budget document contains the descriptions, justifications,
expenditures, and funding tor 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 tour cost types and corresponding fund
categories: Expansion, Betterment, Replacement, and/or New Water Supply. The allocation to these
tour cost types is defined in the District's Capital Improvement Program (CIP) and is determined by
an engineering analysis that identities 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
included as a funding source until they have been secured. Any secured alternative funding sources
will be noted in the project schedule. The following are general descriptions of the tour fund
categories:
EXPANSION
Facilities required to support new or future users are funded from capacity tees or user rates.
BETTERMENT
Facilities required because of inadequate capacity or new requirements that benefit existing users
are funded from availability, betterment tees, or rates.
REPLACEMENT
Facilities required to renew or replace existing facilities that have deteriorated or have exceeded their
useful lite are funded from user rates.
NEW WATER SUPPLY
Facilities required to support new sources of water are funded from new supply tees or user rates.
As of November 4, 2020, the collection of the new water supply tee was discontinued. The new water
supply fund will remain until the funds collected from the new water supply tees have been fully
depleted.
31
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.
32
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 operating 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 $20,000 for infrastructure related items (as defined under
capital equipment on page 314 of the Glossary) and have a useful life of at least two years and the
cost is based on current costs.
33
FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 Total
Beginning Balance 60,226$ 69,509$ 42,847$ 44,356$ 38,849$ 42,042$ 60,226$
Sources
Capacity Fees 9,963 6,925 7,523 7,815 9,368 10,667 52,261
Debt financing - - 1,460 - 1,150 - 2,610
Interest 1,125 1,417 979 1,129 1,097 1,230 6,977
Temporary Meters 1,228 11 11 11 11 11 1,283
Availability (Betterment Portion)711 748 788 826 866 908 4,847
COPS 2010B Reimbursement 783 783 783 759 731 698 4,537
Transfer from (to) General Fund 19,856 (2,666) 25,298 13,072 17,130 18,981 91,671
Interfund Transfers 73 94 115 115 115 115 627
Total Sources 33,739 7,312 36,957 23,727 30,468 32,610 164,813
Uses
CIP Projects 12,579 21,974 24,268 17,981 15,978 15,583 108,363
Debt Service 9,566 9,677 8,834 8,884 8,904 8,017 53,882
Developer Services 2,311 2,323 2,346 2,369 2,393 2,417 14,159
Total Uses 24,456 33,974 35,448 29,234 27,275 26,017 176,404
Net Sources (Uses)9,283 (26,662) 1,509 (5,507) 3,193 6,593 (11,591)
Ending Balance 69,509$ 42,847$ 44,356$ 38,849$ 42,042$ 48,635$ 48,635$
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
FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028
CIP Reserve Fund Balances ($1,000)
Betterment Replacement Expansion New Supply
34
FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 Total
Source
Expansion 298$ 674$ 1,582$ 1,836$ 1,715$ 1,451$ 7,556$
Betterment 2,286 4,720 3,877 2,544 2,091 2,029 17,547
Replacement 9,995 16,577 18,808 13,600 12,173 12,105 83,258
Total 12,579$ 21,971$ 24,267$ 17,980$ 15,979$ 15,585$ 108,361$
FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 Total
Fund
Potable 9,740$ 16,071$ 18,212$ 14,437$ 13,201$ 11,429$ 83,090$
Recycled 2,000 4,554 4,589 1,077 832 2,396 15,448
Sewer 839 1,346 1,466 2,466 1,946 1,760 9,823
Total 12,579$ 21,971$ 24,267$ 17,980$ 15,979$ 15,585$ 108,361$
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
$25
FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028
Six-Year CIP Projects by Funding Source, in Thousands ($)
Expansion Betterment Replacement
$-
$5
$10
$15
$20
$25
FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028
Six-Year CIP Projects by Fund, in Thousands ($)
Potable Recycled Sewer
35
Expansion
CIP No.CIP Project Title FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 Total
P2040 (1)Res - 1655-1 Reservoir 0.5 MG 85$ 248$ 481$ 295$ 248$ 116$ 1,473$
P2058 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road to
Highway 94
33 59 330 330 59 10 822
P2171 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way to
Melody Road
53 66 330 644 528 26 1,647
P2195 (3)PL - 24 - Inch, 640 Zone, Campo Road - Regulatory Site/Millar Ranch 15 15 15 75 375 563 1,058
P2196 (3)PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump Station 15 15 15 75 188 413 720
P2451 (3)Otay Mesa Desalination Conveyance and Disinfection System 0 0 2 2 2 31 36
P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way 1 1 145 1 1 1 150
P2619 (1)PS - Temporary Lower Otay Pump Station Redundancy 4 - - - - - 4
P2642 Rancho Jamul Pump Station Replacement 16 116 155 155 155 155 752
R2084 (1)RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media 1 1 1 1 1 90 95
S2069 Cottonwood Sewer Pump Station Renovation 63 125 75 225 125 12 625
S2071 (3)San Diego Metro Wastewater Capital Improvements 12 27 34 34 34 34 175
Total Expansion 298$ 674$ 1,582$ 1,836$ 1,715$ 1,451$ 7,556$
Note: Numbers may not total accurately due to rounding.
Potable 222$ 521$ 1,472$ 1,576$ 1,555$ 1,315$ 6,661$
Recycled 1 1 1 1 1 90 95
Sewer 75 152 109 259 159 46 799
Total Expansion 298$ 674$ 1,582$ 1,836$ 1,715$ 1,451$ 7,556$
Betterment
CIP No.CIP Project Title FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 Total
P2040 (1)Res - 1655-1 Reservoir 0.5 MG 190 552 1,070 656 552 258 3,278
P2058 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road to
Highway 94
17 30 170 170 31 5 423
P2171 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way to
Melody Road
27 34 170 331 272 14 848
P2451 (3)Otay Mesa Desalination Conveyance and Disinfection System - 1 4 4 3 69 81
P2521 Large Meter Vault Upgrade Program 25 30 30 30 30 20 165
P2563 Res - 870-1 Reservoir Cover/Liner Replacement and Supporting Projects 175 2,450 1,190 - - - 3,815
P2578 (1), (3)PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 GPM 16 93 124 124 124 124 605
P2619 (1)PS - Temporary Lower Otay Pump Station Redundancy 10 - - - - - 10
P2626 803-4 Reservoir Water Quality Improvements – PAX System Purchase 10 10 - - - - 20
P2630 624-3 Reservoir Automation of Chemical Feed System 300 125 100 90 44 - 659
P2642 Rancho Jamul Pump Station Replacement 34 259 345 345 345 345 1,673
P2652 520 to 640 Pressure Zone Conversion 30 15 10 10 10 100 175
P2653 1200 Pressure Zone Improvements 100 50 25 - - - 175
P2654 Heritage Road Interconnection Improvements 10 30 30 30 30 30 160
P2656 Regulatory Site Desilting Basin Improvements 5 10 50 25 25 25 140
P2658 832-1 Pump Station Modifications 5 10 25 50 100 400 590
P2664 Otay Mesa Dual Piping Modification Program 50 50 50 50 60 50 310
P2669 Fuel Tank Safety and Integrity 45 35 - - - - 80
P2674 (1), (3)System Pressure Reducing Program 10 10 10 10 10 10 60
P2682 AMI Project 200 70 - - - - 270
P2683 Pump Station Safety, Monitoring, and Automation Improvements 50 50 100 100 100 100 500
P2684 Zero Emission Vehicles and Charging Infrastructure 75 88 162 162 163 350 1,000
R2117 RWCWRF Disinfection System Improvements 800 500 50 50 - - 1,400
R2157 RWCWRF Backwash Supply Pumps Upgrade 13 38 17 3 - - 71
S2024 (2)Campo Road Sewer Main Replacement 3 2 3 12 - - 20
S2043 (3)RWCWRF Sludge Handling System 1 1 1 1 1 50 55
S2069 Cottonwood Sewer Pump Station Renovation 62 125 75 225 125 13 625
S2071 (3)San Diego Metro Wastewater Capital Improvements 24 53 66 66 66 66 341
Total Betterment 2,286$ 4,720$ 3,877$ 2,544$ 2,091$ 2,029$ 17,547$
Note: Numbers may not total accurately due to rounding.
Potable 1,383$ 4,001$ 3,665$ 2,187$ 1,899$ 1,900$ 15,035$
Recycled 813 538 67 53 - - 1,471
Sewer 90 181 145 304 192 129 1,041
Total Betterment 2,286$ 4,720$ 3,877$ 2,544$ 2,091$ 2,029$ 17,547$
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Partially funded by 2018A Water Revenue Bonds.
(2) Project may be funded with Sewer Debt proceeds.
(3) Project expenditures go beyond FY 2028. See project detail sheet for more information.
36
Replacement
CIP No.CIP Project Title FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 Total
P2083 (1)PS - 870-2 Pump Station Replacement 10$ -$ -$ -$ -$ -$ 10$
P2174 (1)PS - 1090-1 Pump Station Upgrade 10 - - - - - 10
P2195 (3)PL - 24 - Inch, 640 Zone, Campo Road - Regulatory Site/Millar Ranch 5 5 5 25 125 187 352
P2196 (3)PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump Station 5 5 5 25 63 137 240
P2282 (3)Vehicle Capital Purchases 795 230 200 200 200 200 1,825
P2286 (3)Field Equipment Capital Purchases 168 125 125 125 125 125 793
P2405 (1)PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road 125 500 350 140 180 195 1,490
P2453 (1)SR-11 Utility Relocations 5 5 150 150 150 200 660
P2460 I.D. 7 Trestle and Pipeline Demolition 100 350 105 20 - - 575
P2485 SCADA - Infrastructure and Communications Replacement 35 35 55 - - - 125
P2516 (1)PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 5 5 75 125 400 390 1,000
P2533 1200-1 Reservoir Interior & Exterior Coating 5 50 5 5 5 55 125
P2539 South Bay Bus Rapid Transit (BRT) Utility Relocations 15 35 - - - - 50
P2543 850-1 Reservoir Interior/Exterior Coating 5 45 5 5 5 40 105
P2546 980-2 Reservoir Interior/Exterior Coating 10 5 - - - - 15
P2553 (1)Heritage Road Bridge Replacement and Utility Relocation 50 425 1,350 1,500 1,225 200 4,750
P2562 Res - 571-1 Reservoir Cover/Liner Replacement 10 - - - - - 10
P2563 Res - 870-1 Reservoir Cover/Liner Replacement and Supporting Projects 75 1,050 510 - - - 1,635
P2565 803-2 Reservoir Interior/Exterior Coating & Upgrades 10 40 5 - - - 55
P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades 690 500 5 45 5 - 1,245
P2571 Data Center Network Data Storage and Infrastructure Enhancements 55 50 50 - - - 155
P2572 (3)Enterprise Resource Planning (ERP) Replacement 75 10 10 10 10 50 165
P2578 (1), (3)PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 GPM 35 207 276 276 276 276 1,346
P2584 (3)Res - 657-1 and 657-2 Reservoir Demolitions - - - - 25 25 50
P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades 50 50 45 5 - - 150
P2594 Large Meter Replacement 20 50 25 40 50 50 235
P2605 (1)458/340 PRS Replacement, 1571 Melrose Ave 80 20 - - - - 100
P2608 (1)PL - 8-inch, 850 Zone, Coronado Avenue, Chestnut/Apple 100 300 400 574 60 - 1,434
P2609 (1)PL - 8-inch, 1004 Zone, Eucalyptus Street, Coronado/Date/La Mesa 75 300 460 100 35 - 970
P2610 Valve Replacement Program - Phase 1 400 400 400 50 - - 1,250
P2611 (1), (3)Quarry Road Bridge Replacement and Utility Relocation 10 10 10 10 10 200 250
P2612 (1)PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Road 500 325 90 10 - - 925
P2614 485-1 Reservoir Interior/Exterior Coating 650 675 5 40 5 - 1,375
P2615 (1), (3)PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande 50 260 300 500 1,000 400 2,510
P2616 (1), (3)PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Drive/Vista Sierra
Drive
1,000 400 200 150 150 600 2,500
P2617 Lobby Security Enhancements 1 1 3 20 20 - 45
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Partially funded by 2018A Water Revenue Bonds.
(2) Project may be funded with Sewer Debt proceeds.
(3) Project expenditures go beyond FY 2028. See project detail sheet for more information.
37
Replacement, Continued
CIP No.CIP Project Title FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 Total
P2623 Central Area to Otay Mesa Interconnection Pipelines Combination
Air/Vacuum Valve Replacements
10$ 150$ 150$ 70$ -$ -$ 380$
P2627 (1)458/340 PRS Replacement, 1505 Oleander Avenue 80 20 - - - - 100
P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades 5 40 750 400 5 50 1,250
P2638 Buildings and Grounds Refurbishments 173 50 50 50 25 - 348
P2639 Vista Diego Hydropneumatic Pump Station Replacement 175 1,500 1,500 225 - - 3,400
P2646 North District Area Cathodic Protection Improvements 50 300 450 400 - - 1,200
P2647 Central Area Cathodic Protection Improvements 3 30 165 600 600 600 1,998
P2649 HVAC Equipment Purchase 64 43 39 46 22 - 214
P2655 La Presa Pipeline Improvements 50 500 575 200 100 48 1,473
P2657 1485-1 Reservoir Interior/Exterior Coating & Upgrades - 5 25 650 270 - 950
P2659 District Boardroom Improvements 25 50 35 - - - 110
P2661 (3)Replacement of Backflow Prevention Devices on Pipeline
Interconnections on Otay Mesa
75 75 65 50 50 50 365
P2662 (3)Potable Water Meter Change Out 20 30 1,900 2,000 2,000 2,000 7,950
P2663 (3)Potable Water Pressure Vessel Program 30 400 400 400 400 400 2,030
P2665 (3)PL - 12-inch Pipeline Replacement, 870 Zone, Cactus Road - 25 25 25 25 25 125
P2666 (3)Low Head and High Head Pump Stations Demolition - 25 25 50 50 50 200
P2667 Small Meter Testing Bench 50 - - - - - 50
P2670 Administration and Operations Roof Repairs and Replacement 5 20 100 1 49 175 350
P2671 980 Reservoirs Altitude Valve Vaults Renovation 25 25 25 - - - 75
P2672 District Roof Repairs and Replacement Program 5 35 100 100 100 - 340
P2673 (3)803-4 Reservoir Interior/Exterior Coating - - 5 30 1,100 450 1,585
P2675 458-1 and 458-2 Reservoirs Site Pavement Refurbishment 250 150 40 10 - - 450
P2676 980-2 PS Miscellaneous Replacements 100 100 100 75 - - 375
P2677 PL - 16-Inch, 870 Zone, La Media Road and Airway Road Utility
Relocations
1,300 400 55 20 - - 1,775
P2678 Jamacha Boulevard Utility Relocation 25 100 100 25 - - 250
P2679 520-3 Reservoir Recirculation Static Mixer Replacement Project 30 20 10 - - - 60
P2680 PL - 12-inch Pipeline Replacement, 1530 Zone, Vista Diego Road 25 150 150 50 - - 375
P2681 PL-12-Inch, 1655 Zone, Presilla Drive Pipeline Replacement 110 550 490 370 55 - 1,575
P2684 Zero Emission Vehicles and Charging Infrastructure 75 88 162 162 163 350 1,000
P2685 (3)980/711 PRS Renovation - Proctor Valley Rd 10 20 50 70 100 400 650
P2686 (3)870 PZ Seismic Vault Renovation 5 10 30 35 100 150 330
P2687 Steele Canyon Rd Bridge 803 PZ 20-inch WL Renovation 100 100 90 150 150 10 600
P2688 (3)Standby Power Renovations - Potable Water 15 50 150 200 200 100 715
P2689 944-1-9 Pump Station Meter Vault Renovation 10 20 40 60 60 10 200
P2690 (3)850-4 Reservoir Interior/Exterior Coating - - - - - 15 15
R2120 (1)RWCWRF Filtered Water Storage Tank Improvements 15 50 10 - - - 75
R2121 Res - 944-1 Reservoir Cover/Liner Replacement 30 50 2,000 295 - - 2,375
R2144 RWCWRF Roofing Replacement and Natural Light Enhancement (R)5 - - - - - 5
R2146 Recycled Pipeline Cathodic Protection Improvements 500 500 10 - - - 1,010
R2148 Large Meter Replacement - Recycled 8 8 7 10 10 10 53
R2152 (3)Recycled Water Meter Change-Out 10 10 50 60 90 50 270
R2153 (3)Recycled Water Pressure Vessel Program 1 30 1 1 1 36 70
R2156 (3)RecPL - 14-inch RWCWRF Effluent Force Main Improvements 10 10 80 150 150 150 550
R2157 RWCWRF Backwash Supply Pumps Upgrade 37 112 53 8 - - 210
R2158 RWCWRF Stormwater Pond Improvements (R)5 25 40 40 55 10 175
R2159 RecPL - 16-Inch, 680 Zone, Olympic Parkway Recycled Pipeline
Replacement
400 3,000 2,000 200 50 50 5,700
R2160 (3)Recycled Water Field Equipment Capital Purchases 100 100 100 100 100 100 600
R2161 (3)450-1R Reservoir Interior/Exterior Coating & Upgrades - - - - 15 1,550 1,565
R2162 (3)Vehicle Capital Purchases - Recycled 25 10 20 20 50 50 175
R2163 450-1 RW Res Disinfection Injection Vault Renovation 20 80 100 90 10 - 300
R2164 (3)450-1 RW Res Stormwater Improvements 20 30 50 50 300 300 750
S2012 (3)San Diego County Sanitation District Outfall and RSD Outfall
Replacement
200 200 200 200 200 200 1,200
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Partially funded by 2018A Water Revenue Bonds.
(2) Project may be funded with Sewer Debt proceeds.
(3) Project expenditures go beyond FY 2028. See project detail sheet for more information.
38
Replacement, Continued
CIP No.CIP Project Title FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 Total
S2024 (2)Campo Road Sewer Main Replacement 3$ 3$ 2$ 12$ -$ -$ 20$
S2049 Calavo Basin Sewer Rehabilitation - Phase 2 50 100 250 450 200 30 1,080
S2050 (3)Rancho San Diego Basin Sewer Rehabilitation - Phase 2 10 20 40 80 100 400 650
S2054 (3)Calavo Basin Sewer Rehabilitation - Phase 3 - - 10 10 50 100 170
S2060 (3)Steele Canyon Pump Station Replacement - 10 40 50 200 500 800
S2061 RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S)30 30 30 100 - - 190
S2066 (3)Rancho San Diego Basin Sewer Rehabilitation - Phase 3 - -5 5 5 50 65
S2067 RWCWRF Roofing Replacement and Natural Light Enhancement (S)5 - - - - - 5
S2069 Cottonwood Sewer Pump Station Renovation 125 250 150 450 250 25 1,250
S2072 (3)RWCWRF Rotary Screen Replacement 40 100 10 100 200 100 550
S2074 RWCWRF Stormwater Pond Improvements (S)5 25 40 40 55 10 175
S2075 (3)Field Equipment Capital Purchases 42 25 100 100 100 100 467
S2076 RWCWRF Grit Chamber Improvements 30 50 120 40 10 - 250
S2077 RWCWRF Blowers Renovation 30 120 120 120 10 - 400
S2078 (3)Vehicle Capital Purchases - Sewer - 20 20 20 50 50 160
S2079 Steele Canyon Rd Bridge 6-inch Sewer FM Renovation 100 50 50 50 90 10 350
S2080 Standby Power Renovations - Sewer 5 10 25 75 75 10 200
Total Replacement 9,995$ 16,577$ 18,808$ 13,600$ 12,173$ 12,105$ 83,258$
Note: Numbers may not total accurately due to rounding.
Potable 8,134$ 11,549$ 13,076$ 10,674$ 9,747$ 8,214$ 61,394$
Recycled 1,187 4,016 4,521 1,024 831 2,306 13,885
Sewer 674 1,012 1,211 1,902 1,595 1,585 7,979
Total Replacement 9,995$ 16,577$ 18,808$ 13,600$ 12,173$ 12,105$ 83,258$
Summary by Source
FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 Total
Expansion 298$ 674$ 1,582$ 1,836$ 1,715$ 1,451$ 7,556$
Betterment 2,286 4,720 3,877 2,544 2,091 2,029 17,547
Replacement 9,995 16,577 18,808 13,600 12,173 12,105 83,258
Total CIP by Funding Source 12,579$ 21,971$ 24,267$ 17,980$ 15,979$ 15,585$ 108,361$
Summary by Fund
FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 Total
Potable 9,740$ 16,071$ 18,212$ 14,437$ 13,201$ 11,429$ 83,090$
Recycled 2,000 4,554 4,589 1,077 832 2,396 15,448$
Sewer 839 1,346 1,466 2,466 1,946 1,760 9,823$
Total CIP by Fund 12,579$ 21,971$ 24,267$ 17,980$ 15,979$ 15,585$ 108,361$
Funding Source
Fund
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Partially funded by 2018A Water Revenue Bonds.
(2) Project may be funded with Sewer Debt proceeds.
(3) Project expenditures go beyond FY 2028. See project detail sheet for more information.
39
Capital Budget
CIP Projects
40
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
P2083
P2171
P2174
P2195
P2196
P2282
P2286
P2405
P2451
P2453
P2460
P2485
P2516
P2521
P2533
P2539
P2543
P2546
P2553
P2562
P2563
P2565
P2567
P2571
P2572
P2578
P2584
P2593
P2594
P2595
Planning Design Construction Warranty and Project Close-Out Capital Purchases Reimbursement Agreement
PL - 20-Inch, 1296 Zone, Proctor Valley Road from
Melody Road to Highway 94
7/1/2021 6/30/2028
6/30/2029
SR-11 Utility Relocations 7/1/2006 6/30/2028
I.D. 7 Trestle and Pipeline Demolition 7/1/2016 6/30/2026
PL - 624/340 PRS, Paseo Ranchero and Otay Valley
Road
7/1/2016 6/30/2028
Otay Mesa Desalination Conveyance and Disinfection
System
7/1/2006 6/30/2033
Large Meter Vault Upgrade Program
Res - 1655-1 Reservoir 0.5 MG 7/1/2015 6/30/2028
PL - 20-Inch, 1296 Zone, Proctor Valley Road from
Pioneer Way to Melody Road
7/1/2021 6/30/2028
PS - 1090-1 Pump Station Upgrade 7/1/2017 6/30/2023
PS - 870-2 Pump Station Replacement 7/1/2013 6/30/2023
Vehicle Capital Purchases 12/1/2000 6/30/2030
Field Equipment Capital Purchases 7/1/1996 6/30/2030
PL - 24 - Inch, 640 Zone, Campo Road - Regulatory
Site/Millar Ranch
7/1/2021 6/30/2029
PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1
Pump Station
7/1/2021
Project Title Start Finish
Six Year CIP Projects Schedule
FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028CIP No
8/1/2011 6/30/2028
1200-1 Reservoir Interior & Exterior Coating 6/1/2016 6/30/2028
SCADA - Infrastructure and Communications
Replacement
7/1/2009 6/30/2025
PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 7/1/2023 6/30/2028
980-2 Reservoir Interior/Exterior Coating 1/1/2017 6/30/2024
Heritage Road Bridge Replacement and Utility Relocation 7/1/2014 6/30/2028
South Bay Bus Rapid Transit (BRT) Utility Relocations 7/1/2013 6/30/2024
850-1 Reservoir Interior/Exterior Coating 1/2/2018 6/30/2028
803-2 Reservoir Interior/Exterior Coating & Upgrades 1/1/2018 6/30/2025
1004-2 Reservoir Interior/Exterior Coating & Upgrades 1/4/2022 6/30/2027
Res - 571-1 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2023
Res - 870-1 Reservoir Cover/Liner Replacement and
Supporting Projects
7/1/2015 6/30/2025
PS - 711-2 (PS 711-1 Replacement and Expansion) -
14,000 GPM
7/1/2021 6/30/2030
Data Center Network Data Storage and Infrastructure
Enhancements
7/1/2018 6/30/2025
Enterprise Resource Planning (ERP) Replacement 7/1/2021 6/30/2030
Large Meter Replacement 7/1/2016 6/30/2028
PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main
St/Energy Way
1/1/2006 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 7/30/2026
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
P2605
P2608
P2609
P2610
P2611
P2612
P2614
P2615
P2616
P2617
P2619
P2623
P2626
P2627
P2630
P2631
P2638
P2639
P2642
P2646
P2647
P2649
P2652
P2653
P2654
P2655
P2656
P2657
P2658
P2659
P2661
P2662
Planning Design Construction Warranty and Project Close-Out Capital Purchases Reimbursement Agreement
FY 2024 FY 2025 FY 2026 FY 2027 FY 2028
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
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
Central Area to Otay Mesa Interconnection Pipelines
Combination Air/Vacuum Valve Replacements
7/1/2017 6/30/2026
803-4 Reservoir Water Quality Improvements – PAX
System Purchase
7/1/2019 6/30/2024
Vista Diego Hydropneumatic Pump Station Replacement
Valve Replacement Program - Phase 1 7/1/2017 6/30/2026
CIP No Project Title Start Finish
FY 2023
PL - 8-inch, 850 Zone, Coronado Avenue,
Chestnut/Apple
7/1/2017 12/30/2026
PL - 8-inch, 1004 Zone, Eucalyptus Street,
Coronado/Date/La Mesa
7/1/2018 6/30/2027
458/340 PRS Replacement, 1571 Melrose Ave 7/1/2017 6/30/2024
Quarry Road Bridge Replacement and Utility Relocation 7/1/2017 8/31/2029
Lobby Security Enhancements 7/1/2017 6/30/2028
PS - Temporary Lower Otay Pump Station Redundancy 7/1/2017 6/30/2023
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 7/30/2030
HVAC Equipment Purchase 7/1/2018 6/30/2027
520 to 640 Pressure Zone Conversion 7/1/2019 6/30/2028
7/1/2018 6/30/2026
1485-2 Reservoir Interior/Exterior Coating & Upgrades 2/1/2023 6/30/2028
Buildings and Grounds Refurbishments 7/1/2018 6/30/2027
Central Area Cathodic Protection Improvements 7/1/2020 6/30/2028
Rancho Jamul Pump Station Replacement 7/1/2018 6/30/2028
North District Area Cathodic Protection Improvements 7/1/2019 6/30/2026
La Presa Pipeline Improvements 7/1/2019 6/30/2028
Regulatory Site Desilting Basin Improvements 7/1/2019 6/30/2028
1200 Pressure Zone Improvements 7/1/2019 6/30/2025
Heritage Road Interconnection Improvements 7/1/2019 6/30/2028
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
1485-1 Reservoir Interior/Exterior Coating & Upgrades 7/1/2019 6/30/2027
832-1 Pump Station Modifications 1/1/2020 6/30/2028
Potable Water Meter Change Out 7/1/2022 6/30/2035
Six Year CIP Projects Schedule
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
P2663
P2664
P2665
P2666
P2667
P2669
P2670
P2671
P2672
P2673
P2674
P2675
P2676
P2677
P2678
P2679
P2680
P2681
P2682
P2683
P2684
P2685
P2686
P2687
P2688
P2689
P2690
R2084
R2117
R2120
R2121
R2144
Planning Design Construction Warranty and Project Close-Out Capital Purchases Reimbursement Agreement
CIP No Project Title Start Finish
FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028
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
Potable Water Pressure Vessel Program 7/1/2019 6/30/2035
Fuel Tank Safety and Integrity 7/1/2020 6/30/2024
Administration and Operations Roof Repairs and
Replacement
7/1/2020 6/30/2028
Low Head and High Head Pump Stations Demolition 7/1/2020 6/30/2030
Small Meter Testing Bench 7/1/2020 6/30/2023
803-4 Reservoir Interior/Exterior Coating 1/5/2026 6/30/2029
System Pressure Reducing Program 7/1/2020 6/30/2030
980 Reservoirs Altitude Valve Vaults Renovation 7/1/2020 6/30/2025
District Roof Repairs and Replacement Program 7/1/2020 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
458-1 and 458-2 Reservoirs Site Pavement
Refurbishment
7/1/2020 6/30/2026
980-2 PS Miscellaneous Replacements 7/1/2021 6/30/2026
PL-12-Inch, 1655 Zone, Presilla Drive Pipeline
Replacement
7/1/2021 6/30/2027
AMI Project 7/1/2021 6/30/2024
520-3 Reservoir Recirculation Static Mixer Replacement
Project
7/1/2021 6/30/2025
PL - 12-inch Pipeline Replacement, 1530 Zone, Vista
Diego Road
7/1/2021 6/30/2026
980/711 PRS Renovation - Proctor Valley Rd 7/1/2022 6/30/2030
870 PZ Seismic Vault Renovation 7/1/2022 6/30/2029
Pump Station Safety, Monitoring, and Automation
Improvements
7/1/2021 6/30/2028
Zero Emission Vehicles and Charging Infrastructure 7/1/2022
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
Steele Canyon Rd Bridge 803 PZ 20-inch WL
Renovation
7/1/2022 6/30/2028
Standby Power Renovations - Potable Water 7/1/2022 6/30/2029
RWCWRF Filtered Water Storage Tank Improvements 7/1/2015 6/30/2025
Res - 944-1 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2026
RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media 7/1/2004 6/30/2028
RWCWRF Disinfection System Improvements 7/1/2015 6/30/2026
RWCWRF Roofing Replacement and Natural Light
Enhancement (R)
7/1/2020 6/30/2023
Six Year CIP Projects Schedule
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
R2146
R2148
R2152
R2153
R2156
R2157
R2158
R2159
R2160
R2161
R2162
R2163
R2164
S2012
S2024
S2043
S2049
S2050
S2054
S2060
S2061
S2066
S2067
S2069
S2071
S2072
S2074
S2075
S2076
S2077
S2078
S2079
S2080
Planning Design Construction Warranty and Project Close-Out Capital Purchases Reimbursement Agreement
FY 2028CIP No Project Title Start Finish
FY 2023 FY 2024 FY 2025 FY 2026 FY 2027
Recycled Pipeline Cathodic Protection Improvements 7/1/2019 6/30/2025
Large Meter Replacement - Recycled 7/1/2018 6/30/2028
RecPL - 14-inch RWCWRF Effluent Force Main
Improvements
7/1/2020 6/30/2029
RWCWRF Backwash Supply Pumps Upgrade 7/1/2020 6/30/2026
Recycled Water Meter Change-Out 7/1/2022 6/30/2035
Recycled Water Pressure Vessel Program 7/1/2020 6/30/2035
Recycled Water Field Equipment Capital Purchases 7/1/2021 6/30/2031
450-1R Reservoir Interior/Exterior Coating & Upgrades 1/1/2027 6/30/2029
RWCWRF Stormwater Pond Improvements (R)7/1/2020 6/30/2028
RecPL - 16-Inch, 680 Zone, Olympic Parkway Recycled
Pipeline Replacement
7/1/2021 6/30/2028
450-1 RW Res Stormwater Improvements 7/1/2022 6/30/2029
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
450-1 RW Res Disinfection Injection Vault Renovation 7/1/2022 6/30/2027
Calavo Basin Sewer Rehabilitation - Phase 3 7/1/2024 6/30/2031
Steele Canyon Pump Station Replacement 7/1/2023
6/30/2030
Campo Road Sewer Main Replacement 7/1/2010 6/30/2026
RWCWRF Sludge Handling System 7/1/2013 6/30/2030
6/30/2023
Cottonwood Sewer Pump Station Renovation 7/1/2019 6/30/2028
RWCWRF Aeration Controls Consolidation &
Optimization Upgrades (S)
7/1/2017 6/30/2026
7/1/2021 6/30/2027
RWCWRF Stormwater Pond Improvements (S)7/1/2020 6/30/2028
Field Equipment Capital Purchases 7/1/2020 6/30/2030
San Diego Metro Wastewater Capital Improvements 7/1/2019 6/30/2065
RWCWRF Rotary Screen Replacement 7/1/2020 6/30/2029
Rancho San Diego Basin Sewer Rehabilitation - Phase 3 7/1/2024 6/30/2030
Six Year CIP Projects Schedule
Standby Power Renovations - Sewer 7/1/2022 6/30/2028
Vehicle Capital Purchases - Sewer 7/1/2021 6/30/2031
Steele Canyon Rd Bridge 6-inch Sewer FM Renovation 7/1/2022 6/30/2028
RWCWRF Grit Chamber Improvements 7/1/2021 6/30/2027
RWCWRF Blowers Renovation
6/30/2030
Calavo Basin Sewer Rehabilitation - Phase 2 7/1/2016 6/30/2028
Rancho San Diego Basin Sewer Rehabilitation - Phase 2 7/1/2018
RWCWRF Roofing Replacement and Natural Light
Enhancement (S)
7/1/2018
44
CIP#Description Cost
Category (2)
Funding
Source (3)
FY
2023
FY
2024
FY
2025
FY
2026
FY
2027
FY
2028 Total
P2083 PS - 870-2 Pump Station Replacement M R 5,000$ 5,000$ 5,000$ 5,000$ 5,000$ -$ 25,000$
P2626 803-4 Reservoir Water Quality Improvements – PAX System PurchaseM/E B 1,700 1,700 - - - - 3,400
P2654 Heritage Road Interconnection Improvements M B 1,500 1,500 - - - - 3,000
R2084 RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media M E 1,900 1,900 - - - - 3,800
$ 10,100 $ 10,100 $ 5,000 $ 5,000 $ 5,000 $ -$ 35,200
FY
2023
FY
2024
FY
2025
FY
2026
FY
2027
FY
2028 Total
$ 9,900 $ 9,900 $ 5,000 $ 5,000 $ 5,000 $ -$ 34,800
200 200 - - - - 400
- - - - -- -
$ 10,100 $ 10,100 $ 5,000 $ 5,000 $ 5,000 $ -$ 35,200
(1)
(2)
(3)
Note: See pages 36-39 for complete description of CIP projects.
CIP Justification and Impact on Operating Budget
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.
Projected Incremental Operating Expenditures (1)
E - Expansion B - Betterment R - Replacement N - New Supply
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.
Funding Source - Some projects have multiple funding sources as indicated by a slash (/):
Cost Category - Indicates maintenance cost (M), energy cost (E), or chemical cost (C), based on the project type and Engineer's estimates.
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.
Projected Incremental Operating Expenditures (operating cost) or O&M includes labor, benefits, materials, and overhead.
Each of the capital purchases and other types of assets has its own unique O&M cost.
Maintenance (M)
Energy (E)
Chemical (C)
Total Operating Budget Cost Impact
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.
Cost Category
45
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46
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.
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.
47
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.
48
CIP
No.CIP Project Title Page
#'s
P2040 Res - 1655-1 Reservoir 0.5 MG 53
P2058 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road to Highway 94 55
P2083 PS - 870-2 Pump Station Replacement 57
P2171 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way to Melody Road 59
P2174 PS - 1090-1 Pump Station Upgrade 61
P2195 PL - 24 - Inch, 640 Zone, Campo Road - Regulatory Site/Millar Ranch 63
P2196 PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump Station 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
P2453 SR-11 Utility Relocations 75
P2460 I.D. 7 Trestle and Pipeline Demolition 77
P2485 SCADA - Infrastructure and Communications Replacement 79
P2516 PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 81
P2521 Large Meter Vault Upgrade Program 83
P2533 1200-1 Reservoir Interior & Exterior Coating 85
P2539 South Bay Bus Rapid Transit (BRT) Utility Relocations 87
P2543 850-1 Reservoir Interior/Exterior Coating 89
P2546 980-2 Reservoir Interior/Exterior Coating 91
P2553 Heritage Road Bridge Replacement and Utility Relocation 93
P2562 Res - 571-1 Reservoir Cover/Liner Replacement 95
P2563 Res - 870-1 Reservoir Cover/Liner Replacement and Supporting Projects 97
P2565 803-2 Reservoir Interior/Exterior Coating & Upgrades 99
P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades 101
P2571 Data Center Network Data Storage and Infrastructure Enhancements 103
P2572 Enterprise Resource Planning (ERP) Replacement 105
P2578 PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 GPM 107
P2584 Res - 657-1 and 657-2 Reservoir Demolitions 109
P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades 111
P2594 Large Meter Replacement 113
P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way 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
P2619 PS - Temporary Lower Otay Pump Station Redundancy 137
P2623 Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum Valve
Replacements
139
CIP Project Index
49
CIP
No.CIP Project Title Page
#'s
CIP Project Index
P2626 803-4 Reservoir Water Quality Improvements – PAX System Purchase 141
P2627 458/340 PRS Replacement, 1505 Oleander Avenue 143
P2630 624-3 Reservoir Automation of Chemical Feed System 145
P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades 147
P2638 Buildings and Grounds Refurbishments 149
P2639 Vista Diego Hydropneumatic Pump Station Replacement 151
P2642 Rancho Jamul Pump Station Replacement 153
P2646 North District Area Cathodic Protection Improvements 155
P2647 Central Area Cathodic Protection Improvements 157
P2649 HVAC Equipment Purchase 159
P2652 520 to 640 Pressure Zone Conversion 161
P2653 1200 Pressure Zone Improvements 163
P2654 Heritage Road Interconnection Improvements 165
P2655 La Presa Pipeline Improvements 167
P2656 Regulatory Site Desilting Basin Improvements 169
P2657 1485-1 Reservoir Interior/Exterior Coating & Upgrades 171
P2658 832-1 Pump Station Modifications 173
P2659 District Boardroom Improvements 175
P2661 Replacement of Backflow Prevention Devices on Pipeline Interconnections on Otay
Mesa
177
P2662 Potable Water Meter Change Out 179
P2663 Potable Water Pressure Vessel Program 181
P2664 Otay Mesa Dual Piping Modification Program 183
P2665 PL - 12-inch Pipeline Replacement, 870 Zone, Cactus Road 185
P2666 Low Head and High Head Pump Stations Demolition 187
P2667 Small Meter Testing Bench 189
P2669 Fuel Tank Safety and Integrity 191
P2670 Administration and Operations Roof Repairs and Replacement 193
P2671 980 Reservoirs Altitude Valve Vaults Renovation 195
P2672 District Roof Repairs and Replacement Program 197
P2673 803-4 Reservoir Interior/Exterior Coating 199
P2674 System Pressure Reducing Program 201
P2675 458-1 and 458-2 Reservoirs Site Pavement Refurbishment 203
P2676 980-2 PS Miscellaneous Replacements 205
P2677 PL - 16-Inch, 870 Zone, La Media Road and Airway Road Utility Relocations 207
P2678 Jamacha Boulevard Utility Relocation 209
P2679 520-3 Reservoir Recirculation Static Mixer Replacement Project 211
P2680 PL - 12-inch Pipeline Replacement, 1530 Zone, Vista Diego Road 213
P2681 PL-12-Inch, 1655 Zone, Presilla Drive Pipeline Replacement 215
P2682 AMI Project 217
P2683 Pump Station Safety, Monitoring, and Automation Improvements 219
50
CIP
No.CIP Project Title Page
#'s
CIP Project Index
P2684 Zero Emission Vehicles and Charging Infrastructure 221
P2685 980/711 PRS Renovation - Proctor Valley Rd 223
P2686 870 PZ Seismic Vault Renovation 225
P2687 Steele Canyon Rd Bridge 803 PZ 20-inch WL Renovation 227
P2688 Standby Power Renovations - Potable Water 229
P2689 944-1-9 Pump Station Meter Vault Renovation 231
P2690 850-4 Reservoir Interior/Exterior Coating 233
R2084 RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media 235
R2117 RWCWRF Disinfection System Improvements 237
R2120 RWCWRF Filtered Water Storage Tank Improvements 239
R2121 Res - 944-1 Reservoir Cover/Liner Replacement 241
R2144 RWCWRF Roofing Replacement and Natural Light Enhancement (R)243
R2146 Recycled Pipeline Cathodic Protection Improvements 245
R2148 Large Meter Replacement - Recycled 247
R2152 Recycled Water Meter Change-Out 249
R2153 Recycled Water Pressure Vessel Program 251
R2156 RecPL - 14-inch RWCWRF Effluent Force Main Improvements 253
R2157 RWCWRF Backwash Supply Pumps Upgrade 255
R2158 RWCWRF Stormwater Pond Improvements (R)257
R2159 RecPL - 16-Inch, 680 Zone, Olympic Parkway Recycled Pipeline Replacement 259
R2160 Recycled Water Field Equipment Capital Purchases 261
R2161 450-1R Reservoir Interior/Exterior Coating & Upgrades 263
R2162 Vehicle Capital Purchases - Recycled 265
R2163 450-1 RW Res Disinfection Injection Vault Renovation 267
R2164 450-1 RW Res Stormwater Improvements 269
S2012 San Diego County Sanitation District Outfall and RSD Outfall Replacement 271
S2024 Campo Road Sewer Main Replacement 273
S2043 RWCWRF Sludge Handling System 275
S2049 Calavo Basin Sewer Rehabilitation - Phase 2 277
S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 279
S2054 Calavo Basin Sewer Rehabilitation - Phase 3 281
S2060 Steele Canyon Pump Station Replacement 283
S2061 RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S)285
S2066 Rancho San Diego Basin Sewer Rehabilitation - Phase 3 287
S2067 RWCWRF Roofing Replacement and Natural Light Enhancement (S)289
S2069 Cottonwood Sewer Pump Station Renovation 291
S2071 San Diego Metro Wastewater Capital Improvements 293
S2072 RWCWRF Rotary Screen Replacement 295
S2074 RWCWRF Stormwater Pond Improvements (S)297
S2075 Field Equipment Capital Purchases 299
S2076 RWCWRF Grit Chamber Improvements 301
S2077 RWCWRF Blowers Renovation 303
S2078 Vehicle Capital Purchases - Sewer 305
S2079 Steele Canyon Rd Bridge 6-inch Sewer FM Renovation 307
S2080 Standby Power Renovations - Sewer 309
51
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52
P2040Res - 1655-1 Reservoir 0.5 MG
Kevin Cameron
8/19/1992
P2642 & P2681
5
3
$5,750,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for 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.
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
2023 2024 2025 2026 2027 2028 Total
$275 $800 $1,550 $950 $800 $375 $5,750
PRIOR YEARS:
TOTAL
$1,000
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
53
P2040
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2015 3/31/2021
4/1/2021 6/30/2024
$700
$450
PROJECT PHASE:
7/1/2024 6/30/2028 $4,600
PROJECT LOCATION:OWD Map Book:310
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/6/2022Jolene Fielding
54
P2058PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road
to Highway 94
Kevin Cameron
6/2/2021
P2171
5
2
$1,250,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Expansion 66%0%0%0%66%
Betterment ID 22 0%34%0%0%34%
TOTAL:66%34%0%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2023 2024 2025 2026 2027 2028 Total
$50 $90 $500 $500 $90 $15 $1,250
PRIOR YEARS:
TOTAL
$5
55
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
$175
PROJECT PHASE:
7/1/2024 6/30/2028 $1,050
PROJECT LOCATION:OWD Map Book:204, 308
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
56
P2083PS - 870-2 Pump Station Replacement
Jeff Marchioro
5/17/1995
P2451
2
1
$19,850,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the construction of a new Pump Station to replace the existing Low Head and High Head Pump Stations.
JUSTIFICATION OF PROJECT:
The two (2) existing Pump Stations have reached the end of their useful lives.
COMMENTS:
FY 2022 - On February 3, 2021, the Board approved an increase of $300K to the CIP budget from $19.55M to $19.85M.
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
2023 2024 2025 2026 2027 2028 Total
$10 $0 $0 $0 $0 $0 $19,850
PRIOR YEARS:
TOTAL
$19,840
57
P2083
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2013 9/1/2013
9/1/2013 5/1/2017
$1,100
$1,500
PROJECT PHASE:
5/1/2017 6/30/2023 $17,250
PROJECT LOCATION:OWD Map Book:055
2023 2024 2025 2026 2027 2028 Total
$5,000 $5,000 $5,000 $5,000 $5,000 $0 $25,000
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/6/2022Jolene Fielding
58
P2171PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way
to Melody Road
Kevin Cameron
6/2/2021
P2058
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:
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Expansion 66%0%0%0%66%
Betterment ID 22 0%34%0%0%34%
TOTAL:66%34%0%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2023 2024 2025 2026 2027 2028 Total
$80 $100 $500 $975 $800 $40 $2,500
PRIOR YEARS:
TOTAL
$5
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
$100
$100
PROJECT PHASE:
7/1/2024 6/30/2028 $2,300
PROJECT LOCATION:OWD Map Book:204
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
60
P2174PS - 1090-1 Pump Station Upgrade
Stephen Beppler
5/23/2016
P2640
5
1
$1,150,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Replace and upgrade the existing Pump Station (PS) pumps, controls, electrical panels, building appurtenances, piping, and
valves, which serves the small 1090 Pressure Zone containing approximately thirty-two (32) potable meters and eight (8)
hydrants. Increase the firm pumping capacity of the Station to ensure fire protection is provided while maintaining water quality
in the system. Existing emergency generator system is relatively new, so design options to keep this system intact will be
investigated. Piping revisions will include connection points for Portable Trailer Mounted Variable Frequency Drive (VFD) Pump.
JUSTIFICATION OF PROJECT:
The existing PS, originally constructed in 1962, requires significant upgrades to the electrical and control panels as well as new
pumps.
COMMENTS:
FY 2021 - Project design expected to be completed in FY 2021 Q1. Construction will extend into FY 2022.
FY 2023 - Project budget reduced from $2M to $1.1M to reflect bid scope and fee. On March 14, 2022, the General Manager
approved an increase of $50K to bring the budget to $1.15M to cover additional construction management efforts and SDG&E
coordination.
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
2023 2024 2025 2026 2027 2028 Total
$10 $0 $0 $0 $0 $0 $1,150
PRIOR YEARS:
TOTAL
$1,140
61
P2174
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2017 4/30/2019
5/1/2019 9/30/2020
$50
$200
PROJECT PHASE:
10/1/2020 6/30/2023 $900
PROJECT LOCATION:OWD Map Book:320
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Jolene Fielding
62
P2195PL - 24 - Inch, 640 Zone, Campo Road - Regulatory Site/Millar
Ranch
Kevin Cameron
6/2/2021
P2196, P2652, & P2658
5
3
$6,100,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Expansion 75%0%0%0%75%
Replacement 0%0%25%0%25%
TOTAL:75%0%25%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2023 2024 2025 2026 2027 2028 Total
$20 $20 $20 $100 $500 $750 $1,415
PRIOR YEARS:
TOTAL
$5
63
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
$60
$220
PROJECT PHASE:
7/1/2026 6/30/2029 $5,820
PROJECT LOCATION:OWD Map Book:331
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
64
P2196PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump
Station
Kevin Cameron
6/2/2021
P2195, P2652, & P2658
5
3
$3,720,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%25%0%25%
Expansion 75%0%0%0%75%
TOTAL:75%0%25%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2023 2024 2025 2026 2027 2028 Total
$20 $20 $20 $100 $250 $550 $965
PRIOR YEARS:
TOTAL
$5
65
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 6/30/2026
$100
$225
PROJECT PHASE:
7/1/2026 6/30/2029 $3,395
PROJECT LOCATION:OWD Map Book:331
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
66
P2282Vehicle Capital Purchases
Doug Rahders
6/3/1996
R2162 & S2078
0
1
$8,000,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$795 $230 $200 $200 $200 $200 $7,130
PRIOR YEARS:
TOTAL
$5,305
67
P2282
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
12/1/2000 6/30/2030 $8,000
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
68
P2286Field Equipment Capital Purchases
Doug Rahders
6/3/1996
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:
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
2023 2024 2025 2026 2027 2028 Total
$168 $125 $125 $125 $125 $125 $3,043
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 6/30/2030 $3,500
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
70
P2405PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road
Kevin Cameron
5/23/2016
2
2
$1,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the construction of approximately 1,200 feet of 12-inch pipeline in the 340 Pressure Zone in Otay Valley Road
and the 16-inch pipeline in Otay Valley Road and 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. This project will relocate the pipe and allow redundant delivery through the newly extended Heritage
Road.
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.
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
2023 2024 2025 2026 2027 2028 Total
$125 $500 $350 $140 $180 $195 $1,500
PRIOR YEARS:
TOTAL
$10
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
$5
PROJECT PHASE:
7/1/2023 6/30/2028 $1,490
PROJECT LOCATION:OWD Map Book:51
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/6/2022Jolene 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:
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
2023 2024 2025 2026 2027 2028 Total
$1 $1 $5 $5 $5 $100 $3,940
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 6/30/2027
7/1/2027 6/30/2029
$3,940
$4,160
PROJECT PHASE:
7/1/2029 6/30/2033 $27,600
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/6/2022Jolene Fielding
74
P2453 SR-11 Utility Relocations
Jeff Marchioro
5/23/2006
2
1
$3,000,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for all utility relocations required due to construction of the SR-11 on the Otay Mesa. Facility relocations vary in
size from 8-inch to 24-inch. Both the potable and recycled water systems are impacted.
JUSTIFICATION OF PROJECT:
Caltrans will construct the SR-11, which will result in utility conflicts with existing Otay Water District facilities at various locations.
In most cases, the Otay Water District does have prior and superior rights. The facilities must be relocated prior to Caltrans'
construction of the SR-11. The cost of the facilities relocations that have prior rights will be reimbursed by Caltrans.
COMMENTS:
FY 2020 - Project budget decreased from $4M to $3M to reflect changes in Otay Crossing Commerce Park development SAMP
and corresponding deletion of Siempre Viva Road bridge waterline.
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
2023 2024 2025 2026 2027 2028 Total
$5 $5 $150 $150 $150 $200 $3,000
PRIOR YEARS:
TOTAL
$2,340
75
P2453
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2006 6/30/2019
7/1/2019 6/30/2020
$50
$550
PROJECT PHASE:
7/1/2020 6/30/2028 $2,400
PROJECT LOCATION:OWD Map Book:5
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/6/2022Jolene Fielding
76
P2460I.D. 7 Trestle and Pipeline Demolition
Stephen Beppler
5/23/2016
1
2
$750,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$100 $350 $105 $20 $0 $0 $750
PRIOR YEARS:
TOTAL
$175
77
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 $500
PROJECT LOCATION:OWD Map Book:71
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/6/2022Jolene Fielding
78
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:
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
2023 2024 2025 2026 2027 2028 Total
$35 $35 $55 $0 $0 $0 $2,550
PRIOR YEARS:
TOTAL
$2,425
79
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:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/6/2022Jolene Fielding
80
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:
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
2023 2024 2025 2026 2027 2028 Total
$5 $5 $75 $125 $400 $390 $1,000
PRIOR YEARS:
TOTAL
$0
81
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
$75
$125
PROJECT PHASE:
7/1/2026 6/30/2028 $800
PROJECT LOCATION:OWD Map Book:301
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/6/2022Jolene Fielding
82
P2521Large Meter Vault Upgrade Program
Andrea Carey
5/16/2011
0
1
$620,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$25 $30 $30 $30 $30 $20 $620
PRIOR YEARS:
TOTAL
$455
83
P2521
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
8/1/2011 6/30/2016
7/1/2014 8/1/2016
$220
$6
PROJECT PHASE:
8/1/2016 6/30/2028 $394
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/6/2022Jolene Fielding
84
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:
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
2023 2024 2025 2026 2027 2028 Total
$5 $50 $5 $5 $5 $55 $1,275
PRIOR YEARS:
TOTAL
$1,150
85
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 6/30/2028 $1,175
PROJECT LOCATION:OWD Map Book:369
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/6/2022Jolene Fielding
86
P2539South Bay Bus Rapid Transit (BRT) Utility Relocations
Kevin Cameron
5/19/2014
1
1
$1,090,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for all utility relocations required due to construction of South Bay BRT. Facility relocations vary in size and they
impact both the potable and recycled water systems.
JUSTIFICATION OF PROJECT:
Project improvements will affect the locations of some Otay Water District (District) facilities in streets in Chula Vista.
Engineering staff time will be needed to review the design drawings and identify any District facilities which will need relocation or
vertical adjustment. A construction budget is also needed for the work in relocating and adjusting these facilities.
COMMENTS:
FY 2018 - Budget increased from $940K to $1.09M to reflect actual costs encountered to date and remaining work to be
completed.
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
2023 2024 2025 2026 2027 2028 Total
$15 $35 $0 $0 $0 $0 $1,090
PRIOR YEARS:
TOTAL
$1,040
87
P2539
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2013 6/30/2014
7/1/2014 4/30/2016
$40
$80
PROJECT PHASE:
5/1/2016 6/30/2024 $970
PROJECT LOCATION:OWD Map Book:80-82, 97-99,
113 &
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/6/2022Jolene Fielding
88
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:
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
2023 2024 2025 2026 2027 2028 Total
$5 $45 $5 $5 $5 $40 $1,270
PRIOR YEARS:
TOTAL
$1,165
89
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 6/30/2028 $1,170
PROJECT LOCATION:OWD Map Book:304
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/6/2022Jolene Fielding
90
P2546980-2 Reservoir Interior/Exterior Coating
Kevin Cameron
6/3/2015
P2545
5
2
$1,705,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the interior and exterior coatings of the 980-2 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 980-2 Reservoir are nearing the
end of their useful lives and are in need of replacement.
COMMENTS:
FY 2020 - Project is in two (2) year warranty period. $15K added to budget should warranty repairs be needed in FY 2021 for
staff and Coating Inspector. Costs to make repairs shall be paid by the contractor.
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
2023 2024 2025 2026 2027 2028 Total
$10 $5 $0 $0 $0 $0 $1,705
PRIOR YEARS:
TOTAL
$1,690
91
P2546
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/1/2017 2/28/2017
3/1/2017 10/3/2017
$20
$60
PROJECT PHASE:
10/4/2017 6/30/2024 $1,625
PROJECT LOCATION:OWD Map Book:172
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/6/2022Jolene Fielding
92
P2553Heritage Road Bridge Replacement and Utility Relocation
Kevin Cameron
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:
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
2023 2024 2025 2026 2027 2028 Total
$50 $425 $1,350 $1,500 $1,225 $200 $5,050
PRIOR YEARS:
TOTAL
$300
93
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 6/30/2028 $4,550
PROJECT LOCATION:OWD Map Book:50 & 51
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Jolene Fielding
94
P2562Res - 571-1 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
P2083
2
1
$2,810,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement of the existing membrane floating cover and liner with 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 - Construction is complete and the project is in the warranty period.
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
2023 2024 2025 2026 2027 2028 Total
$10 $0 $0 $0 $0 $0 $2,810
PRIOR YEARS:
TOTAL
$2,800
95
P2562
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2015 8/31/2016
9/1/2016 7/31/2017
$5
$50
PROJECT PHASE:
8/1/2017 6/30/2023 $2,755
PROJECT LOCATION:OWD Map Book:55
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/6/2022Jolene Fielding
96
P2563Res - 870-1 Reservoir Cover/Liner Replacement and Supporting
Projects
Jeff Marchioro
6/3/2015
P2228
2
2
$5,700,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement of the existing membrane floating cover and liner with a new membrane system. This project
also includes alternatives analysis, design, and construction of temporary and/or permanent 870 Pressure Zone improvements
needed for operation of the 870 Pressure Zone during 870-1 Reservoir floating cover and liner replacement.
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. Alternatives analysis, design, and construction of 870 Pressure Zone improvements (e.g.,
redundant reservoir, pressure reducing/sustaining station, or other alternative) are needed since the 870-2 Pump Station is
currently incapable of closed 870 Pressure Zone pumping for the anticipated 4-6 month duration of floating cover/liner
replacement.
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
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
2023 2024 2025 2026 2027 2028 Total
$250 $3,500 $1,700 $0 $0 $0 $5,700
PRIOR YEARS:
TOTAL
$250
97
P2563
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2015 4/30/2023
7/1/2022 9/30/2024
$250
$250
PROJECT PHASE:
10/1/2023 6/30/2025 $5,200
PROJECT LOCATION:OWD Map Book:55
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Jolene Fielding
98
P2565803-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
6/3/2015
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:
This project is for the interior and exterior coatings of the 803-2 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 803-2 Reservoir interior and exterior coatings are near the end of their
useful lives and in need of replacement.
COMMENTS:
FY 2018 - Budget increased from $725K to $940K to reflect recent bid prices and anticipated structural repairs that have been
encountered on many of the tanks recently recoated.
FY 2019 - Budget increased from $940K to $1M, to add work from CIP P2606 to this CIP, and close CIP P2606 (Budget $75K).
This will reduce design and bidding costs.
FY 2020 - Budget increased from $1M to $1.2M.
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
2023 2024 2025 2026 2027 2028 Total
$10 $40 $5 $0 $0 $0 $1,100
PRIOR YEARS:
TOTAL
$1,045
99
P2565
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/1/2018 6/30/2018
7/1/2018 10/2/2018
$20
$70
PROJECT PHASE:
10/3/2018 6/30/2025 $1,010
PROJECT LOCATION:OWD Map Book:357
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
100
P25671004-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
6/3/2015
3
3
$1,275,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$690 $500 $5 $45 $5 $0 $1,275
PRIOR YEARS:
TOTAL
$30
101
P2567
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/4/2022 3/30/2022
4/1/2022 10/5/2023
$20
$65
PROJECT PHASE:
10/6/2023 6/30/2027 $1,190
PROJECT LOCATION:OWD Map Book:316
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Jolene Fielding
102
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:
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
2023 2024 2025 2026 2027 2028 Total
$55 $50 $50 $0 $0 $0 $530
PRIOR YEARS:
TOTAL
$375
103
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:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
104
P2572Enterprise Resource Planning (ERP) Replacement
Michael Kerr
6/3/2015
0
3
$1,600,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement of the Enterprise Resource Planning (ERP) system.
JUSTIFICATION OF PROJECT:
Based on preliminary road maps from the current vendor, staff anticipates that the current ERP system, Eden, will become
inflexible and constricted with new systems on the horizon. Staff is presently identifying key core business processes in
achieving improvements in productivity and quality. Staff also anticipates that the outcome of the workshops will recognize that
Eden will lack the necessary functionality, business agility, flexibility, and technology necessary for the Otay Water District's
(District) overall growth.
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.
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
2023 2024 2025 2026 2027 2028 Total
$75 $10 $10 $10 $10 $50 $165
PRIOR YEARS:
TOTAL
$0
105
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 6/30/2030 $1,600
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
106
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:
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
2023 2024 2025 2026 2027 2028 Total
$50 $300 $400 $400 $400 $400 $2,000
PRIOR YEARS:
TOTAL
$50
107
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 9/30/2024
$150
$1,050
PROJECT PHASE:
10/1/2024 6/30/2030 $6,800
PROJECT LOCATION:OWD Map Book:114
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
108
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:
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $25 $25 $50
PRIOR YEARS:
TOTAL
$0
109
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
110
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:
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
2023 2024 2025 2026 2027 2028 Total
$50 $50 $45 $5 $0 $0 $1,050
PRIOR YEARS:
TOTAL
$900
111
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 7/30/2026 $970
PROJECT LOCATION:OWD Map Book:66
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
112
P2594Large Meter Replacement
Andrea Carey
5/23/2016
0
1
$730,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$20 $50 $25 $40 $50 $50 $730
PRIOR YEARS:
TOTAL
$495
113
P2594
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 6/1/2019 $0
$0
PROJECT PHASE:
7/1/2016 6/30/2028 $730
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
114
P2595PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main
St/Energy Way
Stephen Beppler
5/23/2005
P2403
2
2
$150,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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:
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
2023 2024 2025 2026 2027 2028 Total
$1 $1 $145 $1 $1 $1 $150
PRIOR YEARS:
TOTAL
$0
115
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 $150
PROJECT LOCATION:OWD Map Book:82
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
116
P2605458/340 PRS Replacement, 1571 Melrose Ave
Stephen Beppler
5/24/2017
P2627
2
2
$750,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$80 $20 $0 $0 $0 $0 $750
PRIOR YEARS:
TOTAL
$650
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
118
P2608PL - 8-inch, 850 Zone, Coronado Avenue, Chestnut/Apple
Kevin Cameron
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:
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
2023 2024 2025 2026 2027 2028 Total
$100 $300 $400 $574 $60 $0 $1,820
PRIOR YEARS:
TOTAL
$386
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
$225
PROJECT PHASE:
7/1/2024 12/30/2026 $1,570
PROJECT LOCATION:OWD Map Book:303
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
120
P2609PL - 8-inch, 1004 Zone, Eucalyptus Street, Coronado/Date/La
Mesa
Kevin Cameron
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:
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
2023 2024 2025 2026 2027 2028 Total
$75 $300 $460 $100 $35 $0 $2,100
PRIOR YEARS:
TOTAL
$1,130
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 6/30/2027 $1,850
PROJECT LOCATION:OWD Map Book:317
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
122
P2610Valve Replacement Program - Phase 1
Kevin Cameron
5/24/2017
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:
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.
COMMENTS:
FY 2020 - Increased the overall budget to have an annual valve replacement program.
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
2023 2024 2025 2026 2027 2028 Total
$400 $400 $400 $50 $0 $0 $2,000
PRIOR YEARS:
TOTAL
$750
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
$350
PROJECT PHASE:
7/1/2021 6/30/2026 $1,575
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
124
P2611Quarry Road Bridge Replacement and Utility Relocation
Kevin Cameron
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:
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
2023 2024 2025 2026 2027 2028 Total
$10 $10 $10 $10 $10 $200 $375
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
$35
$340
PROJECT PHASE:
7/1/2027 8/31/2029 $3,225
PROJECT LOCATION:OWD Map Book:197
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
126
P2612PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Road
Stephen Beppler
5/24/2017
4
2
$1,250,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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
2023 2024 2025 2026 2027 2028 Total
$500 $325 $90 $10 $0 $0 $1,250
PRIOR YEARS:
TOTAL
$325
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene 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:
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
2023 2024 2025 2026 2027 2028 Total
$650 $675 $5 $40 $5 $0 $1,375
PRIOR YEARS:
TOTAL
$0
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene 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:
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
2023 2024 2025 2026 2027 2028 Total
$50 $260 $300 $500 $1,000 $400 $2,550
PRIOR YEARS:
TOTAL
$40
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Jolene Fielding
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:
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
2023 2024 2025 2026 2027 2028 Total
$1,000 $400 $200 $150 $150 $600 $2,875
PRIOR YEARS:
TOTAL
$375
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 7/30/2030 $3,800
PROJECT LOCATION:OWD Map Book:378
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene 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:
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
2023 2024 2025 2026 2027 2028 Total
$1 $1 $3 $20 $20 $0 $225
PRIOR YEARS:
TOTAL
$180
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 6/30/2028 $210
PROJECT LOCATION:OWD Map Book:318
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
136
P2619PS - Temporary Lower Otay Pump Station Redundancy
Jeff Marchioro
5/24/2017
P2579
1
1
$3,370,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Add a second pump to the temporary Lower Otay Pump Station (TLOPS) to provide redundancy to the existing single trailer
mounted pump. Project involves site work, yard piping, replacement of a 30-inch flow meter and adjoining piping due to internal
deterioration, instrumentation and controls, and security improvements.
JUSTIFICATION OF PROJECT:
A second redundant pump is needed to serve as backup to the existing pump at TLOPS. The existing diesel pump engine has
recently failed during a SDCWA Aqueduct shutdown. Aqueduct shutdowns may occur for routine maintenance or emergencies.
With the exception of portable trailer pumps, which can be deployed at the Telegraph Canyon site, TLOPS is the only potable
water supply to the District's central and south service areas during Aqueduct shutdowns. TLOPS has a much higher capacity
(12,500 GPM) compared to the potable trailer pumps deployed at Telegraph Canyon (5,000 GPM).
COMMENTS:
FY 2021 - Project budget increased from $2.9M to $3.3M to reflect Board approved budget increase for construction contract
award at July 3, 2019 Board Meeting ($0.3M) and increase for construction phase contingency ($0.1M).
FY 2023 - The budget was increased $70K to $3.370M on 1/28/2022 per Policy 6 by the General Manager.
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
2023 2024 2025 2026 2027 2028 Total
$14 $0 $0 $0 $0 $0 $3,370
PRIOR YEARS:
TOTAL
$3,356
137
P2619
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2017 6/30/2018
3/1/2018 8/31/2019
$150
$250
PROJECT PHASE:
9/1/2019 6/30/2023 $2,970
PROJECT LOCATION:OWD Map Book:070
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
138
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:
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
2023 2024 2025 2026 2027 2028 Total
$10 $150 $150 $70 $0 $0 $600
PRIOR YEARS:
TOTAL
$220
139
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 6/30/2023
$50
$130
PROJECT PHASE:
7/1/2018 6/30/2026 $420
PROJECT LOCATION:OWD Map Book:055
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
140
P2626803-4 Reservoir Water Quality Improvements – PAX System
Purchase
Lisa Coburn-Boyd
5/21/2018
5
1
$325,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Purchase of a PAX System that includes an internal mixer for the Reservoir and a Residual Control System (RCS) (chemical
feed) in a permanent enclosure to improve the water quality within the 803-4 Reservoir and the downline 978-1 and 1200-1
Reservoirs.
JUSTIFICATION OF PROJECT:
The 803-4 Reservoir has experienced frequent nitrification events that have required increased Operations staff time to maintain
the water quality. These events also impact the water quality in the downstream Reservoirs that it feeds, the 978-1, and at the
end of the line, the 1200-1 Reservoir. Due to the increasing frequency of these nitrification events, Operations staff conducted a
pilot test of the PAX mixer and RCS system at the 803-4 Reservoir and entered into a rental agreement with the local supplier of
the equipment to use at the Reservoir. Results were initially mixed until the system was fine-tuned. The most recent results are
positive, resulting in improved water quality and a decrease of staff time that has been required to deal with water quality issues
at the Reservoir.
COMMENTS:
FY 2020 - There are several other Reservoirs that experience nitrification events on a regular basis and require substantial
Operations staff time to maintain water quality. These Reservoirs, which include the 944-2 Reservoir and end of the line
Reservoirs such as the 1090-1, 1200-1, and the 1485-2, could also benefit from the PAX System technology. This initial
installation will provide information about the use of this technology at these other sites. CIPs for these other sites will be added
in FY 2022 CIP budget.
This budget is based on a proposal the Otay Water District received for the 803-4 Reservoir for mixer, reservoir control system,
including water quality analyzer, sodium hypochlorite and ammonia feed skids and chemical storage tanks, and a prefabricated
building for $192K. Onsite improvements to pour the slab, electrical connections, SCADA, communications, and sample and
return chemical feed lines are $58.2K. Freight charges are $7.9K and taxes are $15K for a total construction cost of $273.1K with
the balance of the budget for inspection and contingencies.
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
2023 2024 2025 2026 2027 2028 Total
$10 $10 $0 $0 $0 $0 $325
PRIOR YEARS:
TOTAL
$305
141
P2626
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 3/31/2020
$5
$5
PROJECT PHASE:
4/1/2020 6/30/2024 $315
PROJECT LOCATION:OWD Map Book:307, 322, 369
2023 2024 2025 2026 2027 2028 Total
$1,500 $1,500 $0 $0 $0 $0 $3,000
$200 $200 $0 $0 $0 $0 $400
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
142
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:
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.
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
2023 2024 2025 2026 2027 2028 Total
$80 $20 $0 $0 $0 $0 $750
PRIOR YEARS:
TOTAL
$650
143
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2022Jolene Fielding
144
P2630624-3 Reservoir Automation of Chemical Feed System
Kevin Cameron
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:
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
2023 2024 2025 2026 2027 2028 Total
$300 $125 $100 $90 $44 $0 $675
PRIOR YEARS:
TOTAL
$16
145
P2630
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
4/1/2020 12/31/2020
1/1/2021 10/29/2021
$20
$125
PROJECT PHASE:
11/1/2021 6/30/2027 $530
PROJECT LOCATION:OWD Map Book:114
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
146
P26311485-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
5/21/2018
5
3
$1,250,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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
2023 2024 2025 2026 2027 2028 Total
$5 $40 $750 $400 $5 $50 $1,250
PRIOR YEARS:
TOTAL
$0
147
P2631
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
2/1/2023 4/30/2023
5/1/2023 10/31/2024
$20
$65
PROJECT PHASE:
11/1/2024 6/30/2028 $1,165
PROJECT LOCATION:OWD Map Book:336
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
148
P2638Buildings and Grounds Refurbishments
Kent Payne
5/21/2018
3
1
$400,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$173 $50 $50 $50 $25 $0 $400
PRIOR YEARS:
TOTAL
$52
149
P2638
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 6/30/2022
$0
$25
PROJECT PHASE:
7/1/2018 6/30/2027 $375
PROJECT LOCATION:OWD Map Book:318
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2022Donald Bienvenue
150
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:
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
2023 2024 2025 2026 2027 2028 Total
$175 $1,500 $1,500 $225 $0 $0 $3,700
PRIOR YEARS:
TOTAL
$300
151
P2639
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 9/30/2023
$100
$450
PROJECT PHASE:
10/1/2023 6/30/2026 $3,150
PROJECT LOCATION:OWD Map Book:322
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
152
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:
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
2023 2024 2025 2026 2027 2028 Total
$50 $375 $500 $500 $500 $500 $2,500
PRIOR YEARS:
TOTAL
$75
153
P2642
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 9/30/2023
$30
$370
PROJECT PHASE:
10/1/2023 6/30/2028 $2,100
PROJECT LOCATION:OWD Map Book:206
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Donald Bienvenue
154
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:
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
2023 2024 2025 2026 2027 2028 Total
$50 $300 $450 $400 $0 $0 $1,200
PRIOR YEARS:
TOTAL
$0
155
P2646
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 6/30/2023
$100
$200
PROJECT PHASE:
7/1/2023 6/30/2026 $900
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
156
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:
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
2023 2024 2025 2026 2027 2028 Total
$3 $30 $165 $600 $600 $600 $2,000
PRIOR YEARS:
TOTAL
$2
157
P2647
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 6/30/2023
7/1/2023 6/30/2025
$100
$300
PROJECT PHASE:
7/1/2025 6/30/2028 $1,600
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
158
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:
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.
2019 Board Room $21,000
2020 Accounting & Finance $44,000
2021 Training Room $20,000
2022 Lunchroom $15,000
2023 Gym Area & Computer Training $30,000
FY 2023 - Updated replacement schedule (in 2021 dollars):
In 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
For 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
2023 2024 2025 2026 2027 2028 Total
$64 $43 $39 $46 $22 $0 $279
PRIOR YEARS:
TOTAL
$65
159
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2022Jolene Fielding
160
P2652520 to 640 Pressure Zone Conversion
Kevin Cameron
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:
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
2023 2024 2025 2026 2027 2028 Total
$30 $15 $10 $10 $10 $100 $250
PRIOR YEARS:
TOTAL
$75
161
P2652
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2019 3/31/2020
4/1/2020 6/30/2021
$20
$60
PROJECT PHASE:
7/1/2021 6/30/2028 $170
PROJECT LOCATION:OWD Map Book:331, 343
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
162
P26531200 Pressure Zone Improvements
Jeff Marchioro
6/5/2019
5
1
$850,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project will replace the existing 1200-1 PS below grade 10-inch CMLC discharge header with a new above grade discharge
header, replace the existing 1200-1 PS pressure relief bypass, add connections for Portable Trailer Mounted Variable Frequency
Drive (VFD) Trailer Pump (CIP P2640), and replace non-operable valves at the 1200-1 PS site.
JUSTIFICATION OF PROJECT:
A temporary repair completed by Operations within the confines of a small vault immediately adjacent to the 1200-1 PS discharge
header has a short life expectancy and needs to be replaced. The existing pressure relief bypass has reached the end of its
useful life. The VFD Trailer Pump (CIP P2640) will be deployed at the 1200-1 PS site during the recoating and relining of the
1200-1 Reservoir (CIP P2533) in FY 2022.
COMMENTS:
FY 2022 - Project budget increased from $650K to $850K reflects an increase to the construction scope of work and pricing for
Phase II of project.
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
2023 2024 2025 2026 2027 2028 Total
$100 $50 $25 $0 $0 $0 $850
PRIOR YEARS:
TOTAL
$675
163
P2653
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2019 9/30/2020
10/1/2019 7/31/2021
$50
$50
PROJECT PHASE:
1/1/2020 6/30/2025 $750
PROJECT LOCATION:OWD Map Book:369,377,378
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
164
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:
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.
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
2023 2024 2025 2026 2027 2028 Total
$10 $30 $30 $30 $30 $30 $200
PRIOR YEARS:
TOTAL
$40
165
P2654
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2019 6/30/2024
$0
$65
PROJECT PHASE:
7/1/2024 6/30/2028 $135
PROJECT LOCATION:OWD Map Book:022
2023 2024 2025 2026 2027 2028 Total
$1,500 $1,500 $0 $0 $0 $0 $3,000
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
166
P2655La Presa Pipeline Improvements
Kevin Cameron
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:
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
2023 2024 2025 2026 2027 2028 Total
$50 $500 $575 $200 $100 $48 $1,750
PRIOR YEARS:
TOTAL
$277
167
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 6/30/2028 $1,550
PROJECT LOCATION:OWD Map Book:302
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
168
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:
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
2023 2024 2025 2026 2027 2028 Total
$5 $10 $50 $25 $25 $25 $150
PRIOR YEARS:
TOTAL
$10
169
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:
4/1/2020 6/30/2028 $110
PROJECT LOCATION:OWD Map Book:343
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
170
P26571485-1 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
6/5/2019
P2631
5
3
$950,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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
2023 2024 2025 2026 2027 2028 Total
$0 $5 $25 $650 $270 $0 $950
PRIOR YEARS:
TOTAL
$0
171
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
$65
PROJECT PHASE:
10/1/2025 6/30/2027 $870
PROJECT LOCATION:OWD Map Book:336
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
172
P2658832-1 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:
Replace existing pumps within the 832-1 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 832-1 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
2023 2024 2025 2026 2027 2028 Total
$5 $10 $25 $50 $100 $400 $600
PRIOR YEARS:
TOTAL
$10
173
P2658
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/1/2020 12/31/2020
1/1/2021 10/31/2021
$10
$50
PROJECT PHASE:
11/1/2021 6/30/2028 $540
PROJECT LOCATION:OWD Map Book:331
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
174
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:
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
2023 2024 2025 2026 2027 2028 Total
$25 $50 $35 $0 $0 $0 $300
PRIOR YEARS:
TOTAL
$190
175
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
176
P2661Replacement of Backflow Prevention Devices on Pipeline
Interconnections on Otay Mesa
Stephen Beppler
6/5/2019
P2664
2
2
$375,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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 five (5) devices that need to be replaced and, based on installation date, anticipate additional
replacements in the coming years. Engineering staff will determine if it would be more cost effective to install individual backflow
prevention devices on the customer's meter rather than replace the bigger backflow prevention devices that are installed on the
pipelines. Regulatory approval will be required before the pipeline backflow prevention devices that are installed on pipeline
interconnections between potable and recycled pipelines on Otay Mesa can be removed.
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.
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
2023 2024 2025 2026 2027 2028 Total
$75 $75 $65 $50 $50 $50 $374
PRIOR YEARS:
TOTAL
$9
177
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 $366
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
178
P2662Potable Water Meter Change Out
Andrea Carey
6/5/2019
P2604
0
3
$16,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$20 $30 $1,900 $2,000 $2,000 $2,000 $7,950
PRIOR YEARS:
TOTAL
$0
179
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 6/30/2035 $16,430
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
180
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:
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
2023 2024 2025 2026 2027 2028 Total
$30 $400 $400 $400 $400 $400 $2,320
PRIOR YEARS:
TOTAL
$290
181
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:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
182
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:
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
2023 2024 2025 2026 2027 2028 Total
$50 $50 $50 $50 $60 $50 $350
PRIOR YEARS:
TOTAL
$40
183
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
184
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:
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
2023 2024 2025 2026 2027 2028 Total
$0 $25 $25 $25 $25 $25 $125
PRIOR YEARS:
TOTAL
$0
185
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
186
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:
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
2023 2024 2025 2026 2027 2028 Total
$0 $25 $25 $50 $50 $50 $200
PRIOR YEARS:
TOTAL
$0
187
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
188
P2667Small Meter Testing Bench
Andrea Carey
6/3/2020
3
1
$250,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Purchase of a new meter testing bench to test meters 2-inch or less.
JUSTIFICATION OF PROJECT:
The District's current meter test bench is over twenty (20) years old. With new standards for meter testing pursuant to the State's
Water Audit requirement and an aging meter infrastructure, the District plans to begin a systematic meter testing program for our
small meters (2-inch or less) to test approximately 3% of small meters each year. The current test bench can no longer be
certified by Weights and Measures and can only test four (4) 3/4-inch meters at one time. New test benches have the capability
of testing over ten (10) 3/4-inch meters. In addition, these new benches create electronic results reports that can be easily
exported for data analysis or water audit reporting. Based on testing 125 meters per month, the District will save over $69K per
year in staff time with a new test bench.
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
2023 2024 2025 2026 2027 2028 Total
$50 $0 $0 $0 $0 $0 $250
PRIOR YEARS:
TOTAL
$200
189
P2667
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 6/30/2021
7/1/2020 6/30/2021
$5
$20
PROJECT PHASE:
10/1/2020 6/30/2023 $225
PROJECT LOCATION:OWD Map Book:318
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
190
P2669Fuel Tank Safety and Integrity
Doug Rahders
6/3/2020
0
1
$100,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Perform an evaluation of the District's emergency stand-by generators above ground diesel fuel storage tanks and related diesel
fuel day tanks, spill prevention devices, and equipment retrofits.
JUSTIFICATION OF PROJECT:
This CIP is to provide a condition assessment of the oldest single wall ATSs and estimate their service life then prioritize their
replacement, if needed. In addition, existing end of life ATSs will be replaced, and an evaluation of the existing fuel piping will be
performed to determine if additional anti-fuel spill enhancements can be made.
COMMENTS:
FY 2021 - The District received a cost estimate of $90,150 for this work. The balance of the budget is for contingency.
Eighteen (18) of the District's above ground diesel fuel storage tanks are in excess of twenty (20) years old and of the eighteen
(18), all of them are single wall containers with some having limited secondary containment. This evaluation will be performed to
help prevent any fuel spills. Replacement tanks will be double wall containers prioritized based on current condition. Once
inspection of single wall ATSs is complete, the inspection process will move onto double wall ATSs to assess estimated life and
budget for replacement.
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
2023 2024 2025 2026 2027 2028 Total
$45 $35 $0 $0 $0 $0 $100
PRIOR YEARS:
TOTAL
$20
191
P2669
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2020 6/30/2024 $100
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
192
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:
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
2023 2024 2025 2026 2027 2028 Total
$5 $20 $100 $1 $49 $175 $350
PRIOR YEARS:
TOTAL
$0
193
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
194
P2671980 Reservoirs Altitude Valve Vaults Renovation
Stephen Beppler
6/3/2020
5
1
$650,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$25 $25 $25 $0 $0 $0 $650
PRIOR YEARS:
TOTAL
$575
195
P2671
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 8/31/2020
9/1/2020 4/30/2021
$10
$70
PROJECT PHASE:
5/1/2021 6/30/2025 $570
PROJECT LOCATION:OWD Map Book:172
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
196
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:
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
2023 2024 2025 2026 2027 2028 Total
$5 $35 $100 $100 $100 $0 $340
PRIOR YEARS:
TOTAL
$0
197
P2672
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
$25
$25
PROJECT PHASE:
7/1/2022 6/30/2027 $290
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
198
P2673803-4 Reservoir Interior/Exterior Coating
Kevin Cameron
6/3/2020
5
2
$2,100,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $5 $30 $1,100 $450 $1,585
PRIOR YEARS:
TOTAL
$0
199
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
$50
PROJECT PHASE:
11/2/2026 6/30/2029 $2,030
PROJECT LOCATION:OWD Map Book:369
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
200
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:
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
2023 2024 2025 2026 2027 2028 Total
$10 $10 $10 $10 $10 $10 $76
PRIOR YEARS:
TOTAL
$16
201
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:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
202
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:
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
2023 2024 2025 2026 2027 2028 Total
$250 $150 $40 $10 $0 $0 $450
PRIOR YEARS:
TOTAL
$0
203
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/7/2022Jolene Fielding
204
P2676980-2 PS Miscellaneous Replacements
Jeff Marchioro
6/2/2021
P2008
1
0
$675,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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 existing Pump #1, 4,160 VAC motor and replace/rebuild
existing 4,160 VAC circuit breakers serving all four (4) pumps.
JUSTIFICATION OF PROJECT:
Existing pump control ball valves and ball valve actuators are nearing the end of their useful lives. Two (2) of four (4) ball valves
have recently been rebuilt and one (1) of four (4) actuators has already been replaced. 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 #1 4,160 VAC motor and existing 4,160 VAC circuit breakers serving all four (4)
pumps are nearing the end of their useful lives.
COMMENTS:
FY 2023 - The CIP budget was increased $300K to $675K as a result of an inspection of the pumps found that need to be
replaced.
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
2023 2024 2025 2026 2027 2028 Total
$100 $100 $100 $75 $0 $0 $675
PRIOR YEARS:
TOTAL
$300
205
P2676
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 6/30/2026 $675
PROJECT LOCATION:OWD Map Book:114
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
206
P2677PL - 16-Inch, 870 Zone, La Media Road and Airway Road Utility
Relocations
Stephen Beppler
6/2/2021
2
1
$1,800,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$1,300 $400 $55 $20 $0 $0 $1,800
PRIOR YEARS:
TOTAL
$25
207
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 $1,775
PROJECT LOCATION:OWD Map Book:011
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
208
P2678Jamacha Boulevard Utility Relocation
Kevin Cameron
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:
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
2023 2024 2025 2026 2027 2028 Total
$25 $100 $100 $25 $0 $0 $250
PRIOR YEARS:
TOTAL
$0
209
P2678
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 6/30/2023
$25
$75
PROJECT PHASE:
7/1/2023 6/30/2026 $150
PROJECT LOCATION:OWD Map Book:198,199,303
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
210
P2679520-3 Reservoir Recirculation Static Mixer Replacement Project
Stephen Beppler
6/2/2021
5
1
$200,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
The existing static mixer between the Recirculation Pump Station and the 520-3 Reservoir will be replaced along with the
removable injection assembly. The new equipment will be installed within a precast vault. Staff will review alternative mixer
types as well during the planning stage.
JUSTIFICATION OF PROJECT:
After meeting with local KOMAX/MISCO representatives onsite, it was recommended the existing equipment be replaced.
COMMENTS:
FY 2022 - The 520 Pressure Zone (PZ) conversion to 640 PZ is not expected within the six-year CIP budget ending FY 2027.
Staff will continue to look at alternatives during FY 2022 including a disk/wafer injector assembly that could reduce costs by
eliminating the need for vault improvements or confined space entry for maintenance.
FY 2023 - Failure of the existing mixer required accelerated replacement of the unit. Placement was moved to within the pump
station for improved access.
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
2023 2024 2025 2026 2027 2028 Total
$30 $20 $10 $0 $0 $0 $200
PRIOR YEARS:
TOTAL
$140
211
P2679
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2021 3/31/2022
4/1/2022 9/30/2022
$5
$20
PROJECT PHASE:
10/1/2022 6/30/2025 $175
PROJECT LOCATION:OWD Map Book:343
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
212
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:
This project is for the replacement of approximately 500 feet of 8-inch and 6-inch potable 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
2023 2024 2025 2026 2027 2028 Total
$25 $150 $150 $50 $0 $0 $425
PRIOR YEARS:
TOTAL
$50
213
P2680
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 12/31/2022
$25
$75
PROJECT PHASE:
1/1/2023 6/30/2026 $325
PROJECT LOCATION:OWD Map Book:322
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Jolene Fielding
214
P2681PL-12-Inch, 1655 Zone, Presilla Drive Pipeline Replacement
Kevin Cameron
6/2/2021
P2040
5
2
$1,650,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement of approximately 750 feet of 8-inch CL 200 potable water main and 500 feet of 8-inch CL 150
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. The pipe is currently operating over its existing Class 200 pressure class rating. 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
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
2023 2024 2025 2026 2027 2028 Total
$110 $550 $490 $370 $55 $0 $1,650
PRIOR YEARS:
TOTAL
$75
215
P2681
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2021 12/31/2021
1/3/2022 12/30/2022
$65
$175
PROJECT PHASE:
1/2/2023 6/30/2027 $1,410
PROJECT LOCATION:OWD Map Book:206
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
216
P2682AMI Project
Andrea Carey
6/2/2021
0
2
$300,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$200 $70 $0 $0 $0 $0 $300
PRIOR YEARS:
TOTAL
$30
217
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 6/30/2024 $200
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/17/2022Bob Kennedy
218
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:
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
2023 2024 2025 2026 2027 2028 Total
$50 $50 $100 $100 $100 $100 $500
PRIOR YEARS:
TOTAL
$0
219
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 12/31/2023
$25
$50
PROJECT PHASE:
4/1/2022 6/30/2028 $425
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
220
P2684Zero Emission Vehicles and Charging Infrastructure
Kevin Cameron 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:
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
2023 2024 2025 2026 2027 2028 Total
$150 $175 $325 $325 $325 $700 $2,000
PRIOR YEARS:
TOTAL
$0
221
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:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
222
P2685980/711 PRS Renovation - Proctor Valley Rd
Jeff Marchioro 3
2
$850,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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
2023 2024 2025 2026 2027 2028 Total
$10 $20 $50 $70 $100 $400 $650
PRIOR YEARS:
TOTAL
$0
223
P2685
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2022 6/30/2024
7/1/2024 6/30/2027
$30
$220
PROJECT PHASE:
7/1/2027 6/30/2030 $600
PROJECT LOCATION:OWD Map Book:144
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
224
P2686870 PZ Seismic Vault Renovation
Stephen Beppler 2
2
$350,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$5 $10 $30 $35 $100 $150 $330
PRIOR YEARS:
TOTAL
$0
225
P2686
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2022 6/30/2024
7/1/2024 6/30/2026
$15
$65
PROJECT PHASE:
7/1/2026 6/30/2029 $270
PROJECT LOCATION:OWD Map Book:055
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
226
P2687Steele Canyon Rd Bridge 803 PZ 20-inch WL Renovation
Stephen Beppler 5
1
$600,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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
2023 2024 2025 2026 2027 2028 Total
$100 $100 $90 $150 $150 $10 $600
PRIOR YEARS:
TOTAL
$0
227
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
228
P2688Standby Power Renovations - Potable Water
Doug Rahders 0
2
$750,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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:
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
2023 2024 2025 2026 2027 2028 Total
$15 $50 $150 $200 $200 $100 $715
PRIOR YEARS:
TOTAL
$0
229
P2688
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
$120
PROJECT PHASE:
7/1/2023 6/30/2029 $600
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
230
P2689944-1-9 Pump Station Meter Vault Renovation
Kevin Cameron 5
2
$200,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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
2023 2024 2025 2026 2027 2028 Total
$10 $20 $40 $60 $60 $10 $200
PRIOR YEARS:
TOTAL
$0
231
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
232
P2690850-4 Reservoir Interior/Exterior Coating
Kevin Cameron 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:
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $15 $15
PRIOR YEARS:
TOTAL
$0
233
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
$20
$60
PROJECT PHASE:
10/1/2028 6/30/2029 $1,770
PROJECT LOCATION:OWD Map Book:317
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
234
R2084RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media
Stephen Beppler
6/2/2004
R2083, R2085
1
2
$365,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for construction of approximately 2,000 feet of 20-inch pipeline within the 680 Pressure Zone (PZ) in Village 2 in
Santa Victoria Road from Santa Carolina Road to Santa Alexia Avenue.
JUSTIFICATION OF PROJECT:
This project will provide transmission capacity for the recycled water supply pumped from the 680-1 Pump Station (PS) to the
680 and higher PZs. Significant energy savings will occur due to lower total dynamic head requirements for the 680-1 PS.
Funding opportunity is the United States Bureau of Reclamation Water Reclamation and Reuse Program, Title XVI of P.L. 102-
575.
COMMENTS:
FY 2019 - This is a developer driven project. A reimbursement agreement was signed in June 2016 for $266K.
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
2023 2024 2025 2026 2027 2028 Total
$1 $1 $1 $1 $1 $90 $365
PRIOR YEARS:
TOTAL
$270
235
R2084
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2004 6/30/2017
7/1/2017 6/30/2018
$10
$40
PROJECT PHASE:
7/1/2018 6/30/2028 $315
PROJECT LOCATION:OWD Map Book:82
2023 2024 2025 2026 2027 2028 Total
$1,900 $1,900 $0 $0 $0 $0 $3,800
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
236
R2117RWCWRF Disinfection System Improvements
Stephen Beppler
6/3/2015
3
2
$1,800,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$800 $500 $50 $50 $0 $0 $1,800
PRIOR YEARS:
TOTAL
$400
237
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
$30
$470
PROJECT PHASE:
11/1/2022 6/30/2026 $1,300
PROJECT LOCATION:OWD Map Book:319
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
238
R2120RWCWRF Filtered Water Storage Tank Improvements
Kevin Cameron
6/3/2015
R2096
3
1
$700,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is to seal and recoat the interior and exterior of steel tank walls and concrete floor; construct improvements to
facilitate operation and maintenance activities and compliance with all applicable codes and OSHA standards; salvage or replace
and improve existing floating cover; replace tank appurtenances including overflow pipe; install a galvanic cathodic protection
system.
JUSTIFICATION OF PROJECT:
HDR Engineering Inspection and Condition Assessment Report dated May 2015 recommends structural improvements,
replacement of the exterior coatings, and replacement of the cathodic protection system. This improvement was included in the
Ralph W. Chapman Water Reclamation Facility (RWCWRF) Master Plan (Item 7.9). The report prepared by HDR in 2015 stated
that the interior coating has exceeded its life cycle due to deterioration. The report also states that the exterior coating is in fair
condition and as one of their recommendations it can be power washed and scrubbed with a mild biodegradable cleaner to
remove all of the chalking. An overcoat of paint can then be applied on the exterior.
COMMENTS:
FY 2018 - Construction delayed until FY 2020 in response to other priorities at the plant and to bid with another tank project.
FY 2020 - Increased budget to fully remove floating roof and replace and for material 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
2023 2024 2025 2026 2027 2028 Total
$15 $50 $10 $0 $0 $0 $700
PRIOR YEARS:
TOTAL
$625
239
R2120
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2015 2/1/2016
2/2/2016 10/1/2019
$10
$65
PROJECT PHASE:
10/2/2020 6/30/2025 $625
PROJECT LOCATION:OWD Map Book:319
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
240
R2121Res - 944-1 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
5
2
$2,400,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$30 $50 $2,000 $295 $0 $0 $2,400
PRIOR YEARS:
TOTAL
$25
241
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 9/30/2024
$10
$60
PROJECT PHASE:
10/1/2024 6/30/2026 $2,330
PROJECT LOCATION:OWD Map Book:172
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
242
R2144RWCWRF Roofing Replacement and Natural Light Enhancement
(R)
Kent Payne
6/3/2020
S2067
3
1
$115,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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. Also, install a lighting system, such as Solatube, that will allow in natural light
through the roof.
JUSTIFICATION OF PROJECT:
The flat portion of the roofs of the Administration Building (Operations Control Center), the Blower Room, and the Effluent Pump
Station are from the original installation. They are cap sheet torch roofs. 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.
This CIP is for the recycled water portion of the roof replacement work at RWCWRF (see S2067 for sewer funding for this
project).
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
2023 2024 2025 2026 2027 2028 Total
$5 $0 $0 $0 $0 $0 $115
PRIOR YEARS:
TOTAL
$110
243
R2144
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 8/31/2020
9/1/2020 6/30/2021
$5
$10
PROJECT PHASE:
9/1/2020 6/30/2023 $100
PROJECT LOCATION:OWD Map Book:319
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
244
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:
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
2023 2024 2025 2026 2027 2028 Total
$500 $500 $10 $0 $0 $0 $1,200
PRIOR YEARS:
TOTAL
$190
245
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 6/30/2025 $960
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
246
R2148Large Meter Replacement - Recycled
Andrea Carey
5/21/2018
0
1
$88,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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 by 2024.
COMMENTS:
FY 2023 - Increase budget from $58K to $88K to replace additional meters. Project expenditures at this time have reached $35K.
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
2023 2024 2025 2026 2027 2028 Total
$8 $8 $7 $10 $10 $10 $88
PRIOR YEARS:
TOTAL
$35
247
R2148
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 6/30/2028 $88
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
248
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:
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
2023 2024 2025 2026 2027 2028 Total
$10 $10 $50 $60 $90 $50 $270
PRIOR YEARS:
TOTAL
$0
249
R2152
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
$10
$10
PROJECT PHASE:
7/1/2024 6/30/2035 $530
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
250
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:
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
2023 2024 2025 2026 2027 2028 Total
$1 $30 $1 $1 $1 $36 $80
PRIOR YEARS:
TOTAL
$10
251
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
$61
$145
PROJECT PHASE:
7/1/2026 6/30/2035 $794
PROJECT LOCATION:OWD Map Book:066,115 & 319
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
252
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:
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:
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
2023 2024 2025 2026 2027 2028 Total
$10 $10 $80 $150 $150 $150 $800
PRIOR YEARS:
TOTAL
$250
253
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
$50
$250
PROJECT PHASE:
9/1/2027 6/30/2029 $1,000
PROJECT LOCATION:OWD Map Book:186,200,304,31
8,319
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
254
R2157RWCWRF Backwash Supply Pumps Upgrade
Stephen Beppler
6/3/2020
3
2
$300,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$50 $150 $70 $10 $0 $0 $300
PRIOR YEARS:
TOTAL
$20
255
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
$90
PROJECT PHASE:
11/1/2022 6/30/2026 $200
PROJECT LOCATION:OWD Map Book:319
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
256
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:
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
2023 2024 2025 2026 2027 2028 Total
$5 $25 $40 $40 $55 $10 $175
PRIOR YEARS:
TOTAL
$0
257
R2158
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 12/31/2024
$10
$50
PROJECT PHASE:
1/1/2025 6/30/2028 $115
PROJECT LOCATION:OWD Map Book:319
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
258
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:
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
2023 2024 2025 2026 2027 2028 Total
$400 $3,000 $2,000 $200 $50 $50 $6,000
PRIOR YEARS:
TOTAL
$300
259
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
260
R2160Recycled Water Field Equipment Capital Purchases
Doug Rahders
6/2/2021
0
1
$700,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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
2023 2024 2025 2026 2027 2028 Total
$100 $100 $100 $100 $100 $100 $680
PRIOR YEARS:
TOTAL
$80
261
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:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
262
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:
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $15 $1,550 $1,565
PRIOR YEARS:
TOTAL
$0
263
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
$20
$80
PROJECT PHASE:
10/1/2027 6/30/2029 $2,400
PROJECT LOCATION:OWD Map Book:66
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
264
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:
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
2023 2024 2025 2026 2027 2028 Total
$25 $10 $20 $20 $50 $50 $175
PRIOR YEARS:
TOTAL
$0
265
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:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
266
R2163450-1 RW Res Disinfection Injection Vault Renovation
Jeff Marchioro 2
2
$300,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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
2023 2024 2025 2026 2027 2028 Total
$20 $80 $100 $90 $10 $0 $300
PRIOR YEARS:
TOTAL
$0
267
R2163
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
$80
PROJECT PHASE:
7/1/2024 6/30/2027 $200
PROJECT LOCATION:OWD Map Book:066
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
268
R2164450-1 RW Res Stormwater Improvements
Jeff Marchioro 2
2
$800,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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
2023 2024 2025 2026 2027 2028 Total
$20 $30 $50 $50 $300 $300 $750
PRIOR YEARS:
TOTAL
$0
269
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 6/30/2026
$30
$120
PROJECT PHASE:
7/1/2026 6/30/2029 $650
PROJECT LOCATION:OWD Map Book:066
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
270
S2012 San 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:
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 24. 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
2023 2024 2025 2026 2027 2028 Total
$200 $200 $200 $200 $200 $200 $2,400
PRIOR YEARS:
TOTAL
$1,200
271
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:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
272
S2024Campo Road Sewer Main Replacement
Stephen Beppler
5/17/2010
3
1
$11,080,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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.
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
2023 2024 2025 2026 2027 2028 Total
$5 $5 $5 $25 $0 $0 $11,080
PRIOR YEARS:
TOTAL
$11,040
273
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 $9,580
PROJECT LOCATION:OWD Map Book:330
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
274
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:
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
2023 2024 2025 2026 2027 2028 Total
$1 $1 $1 $1 $1 $50 $185
PRIOR YEARS:
TOTAL
$130
275
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
$200
$200
PROJECT PHASE:
7/1/2026 6/30/2030 $1,100
PROJECT LOCATION:OWD Map Book:319
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
276
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:
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
2023 2024 2025 2026 2027 2028 Total
$50 $100 $250 $450 $200 $30 $1,150
PRIOR YEARS:
TOTAL
$70
277
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
$120
PROJECT PHASE:
2/1/2023 6/30/2028 $1,000
PROJECT LOCATION:OWD Map Book:353, 354, 365 &
366
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
278
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:
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
2023 2024 2025 2026 2027 2028 Total
$10 $20 $40 $80 $100 $400 $659
PRIOR YEARS:
TOTAL
$9
279
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,
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
280
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:
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $10 $10 $50 $100 $170
PRIOR YEARS:
TOTAL
$0
281
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
282
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:
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
2023 2024 2025 2026 2027 2028 Total
$0 $10 $40 $50 $200 $500 $800
PRIOR YEARS:
TOTAL
$0
283
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
$450
PROJECT PHASE:
7/1/2026 6/30/2030 $1,400
PROJECT LOCATION:OWD Map Book:331
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
284
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:
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.
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
2023 2024 2025 2026 2027 2028 Total
$30 $30 $30 $100 $0 $0 $220
PRIOR YEARS:
TOTAL
$30
285
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
286
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:
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $5 $5 $5 $50 $65
PRIOR YEARS:
TOTAL
$0
287
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 6/30/2028
$40
$160
PROJECT PHASE:
7/1/2028 6/30/2030 $750
PROJECT LOCATION:OWD Map Book:355,356,357,368
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
288
S2067RWCWRF Roofing Replacement and Natural Light Enhancement
(S)
Kent Payne
5/21/2018
R2144
3
1
$115,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Ralph W. Chapman Water Reclamation Facility (RWCWRF) Roofing Replacement and Natural Light Enhancement (S) - 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. Also, install a lighting system, such as Solatube, that will allow in natural light through the roof.
JUSTIFICATION OF PROJECT:
The flat portion of the roofs of the Administration Building (Operations Control Center), the Blower Room, and the Effluent Pump
Station are from the original installation. They are cap sheet torch roofs. The roofs of these buildings are old and degrading and
require replacement.
COMMENTS:
FY 2021 - This is for the sewer portion of the overall project (see R2144 for the recycled water portion of the project funding).
Project construction delayed from original schedule for roof evaluation to be performed.
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
2023 2024 2025 2026 2027 2028 Total
$5 $0 $0 $0 $0 $0 $115
PRIOR YEARS:
TOTAL
$110
289
S2067
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 12/30/2020
1/1/2021 6/30/2022
$5
$10
PROJECT PHASE:
7/1/2021 6/30/2023 $100
PROJECT LOCATION:OWD Map Book:319
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
290
S2069Cottonwood Sewer Pump Station Renovation
Stephen Beppler
6/5/2019
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:
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 $2.75M based on inflationary conditions.
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
2023 2024 2025 2026 2027 2028 Total
$250 $500 $300 $900 $500 $50 $2,750
PRIOR YEARS:
TOTAL
$250
291
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 2/28/2024
$30
$720
PROJECT PHASE:
3/1/2024 6/30/2028 $2,000
PROJECT LOCATION:OWD Map Book:332
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/25/2022Jolene Fielding
292
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:
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
2023 2024 2025 2026 2027 2028 Total
$36 $80 $100 $100 $100 $100 $721
PRIOR YEARS:
TOTAL
$205
293
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:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
294
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:
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
2023 2024 2025 2026 2027 2028 Total
$40 $100 $10 $100 $200 $100 $550
PRIOR YEARS:
TOTAL
$0
295
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
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Jolene Fielding
296
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:
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
2023 2024 2025 2026 2027 2028 Total
$5 $25 $40 $40 $55 $10 $175
PRIOR YEARS:
TOTAL
$0
297
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
$10
$50
PROJECT PHASE:
11/1/2024 6/30/2028 $115
PROJECT LOCATION:OWD Map Book:319
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
298
S2075Field Equipment Capital Purchases
Doug Rahders
6/3/2020
0
1
$500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for capital purchases of various pieces of field equipment used for daily Otay Water District sewer 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
2023 2024 2025 2026 2027 2028 Total
$42 $25 $100 $100 $100 $100 $489
PRIOR YEARS:
TOTAL
$22
299
S2075
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2020 6/30/2030 $500
PROJECT LOCATION:OWD Map Book:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/11/2022Jolene Fielding
300
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:
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
2023 2024 2025 2026 2027 2028 Total
$30 $50 $120 $40 $10 $0 $250
PRIOR YEARS:
TOTAL
$0
301
S2076
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2021 12/31/2022
1/1/2023 9/30/2023
$50
$70
PROJECT PHASE:
10/1/2023 6/30/2027 $130
PROJECT LOCATION:OWD Map Book:319
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
302
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:
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
2023 2024 2025 2026 2027 2028 Total
$30 $120 $120 $120 $10 $0 $400
PRIOR YEARS:
TOTAL
$0
303
S2077
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 6/30/2023
$10
$30
PROJECT PHASE:
7/1/2023 6/30/2027 $360
PROJECT LOCATION:OWD Map Book:319
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/22/2022Bob Kennedy
304
S2078Vehicle Capital Purchases - Sewer
Doug Rahders
6/2/2021
P2282 & R2162
0
1
$500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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:
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
2023 2024 2025 2026 2027 2028 Total
$0 $20 $20 $20 $50 $50 $160
PRIOR YEARS:
TOTAL
$0
305
S2078
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:
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
306
S2079Steele Canyon Rd Bridge 6-inch Sewer FM Renovation
Stephen Beppler 5
1
$350,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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
2023 2024 2025 2026 2027 2028 Total
$100 $50 $50 $50 $90 $10 $350
PRIOR YEARS:
TOTAL
$0
307
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
$120
PROJECT PHASE:
7/1/2022 6/30/2028 $200
PROJECT LOCATION:OWD Map Book:344
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
308
S2080Standby Power Renovations - Sewer
Doug Rahders 5
2
$200,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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
2023 2024 2025 2026 2027 2028 Total
$5 $10 $25 $75 $75 $10 $200
PRIOR YEARS:
TOTAL
$0
309
S2080
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 6/30/2026
$10
$50
PROJECT PHASE:
7/1/2024 6/30/2028 $140
PROJECT LOCATION:OWD Map Book:331,377
2023 2024 2025 2026 2027 2028 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2022Bob Kennedy
310
OTAY WATER DISTRICT
BOARD OF DIRECTORS POLICY
Subject Policy
Number
Date
Adopted
Date
Revised
ANNUAL CAPITAL IMPROVEMENT PROGRAM
DEVELOPMENT
06 10/15/84 10/3/18
PURPOSE
To define the policy on the preparation and approval of the
annual Capital Improvement Program.
BACKGROUND
District staff develops and maintains a Water Facilities Master
Plan (WFMP), an Integrated Water Resources Plan (IRP), a Program
Environmental Impact Report (PEIR), and a Strategic Plan that,
collectively, are used to prepare the annual Capital Improvement
Program (CIP) and to identify the CIP projects required for
ultimate buildout. Every five years, the Board certifies the
PEIR and approves the revised WFMP. Annually, staff prepares a
six-year moving window CIP that provides information on budget
assumptions, source of funds, allocation of funds, project
costs, project location, description, justification, scheduling,
etc. The six-year CIP is submitted and presented to the Board
of Directors to obtain approval for staff to proceed with
implementation to plan, design, and construct facilities and
programs necessary to meet the needs of the District.
POLICY
The General Manager, or his designee, shall prepare a proposed
six-year CIP for submission to the Board of Directors for their
review prior to and approval by June 30 of each fiscal year.
The CIP projects shall be reviewed and updated annually to
consider appropriate revisions based on the most recent WFMP,
IRP, Strategic Plan, and market condition information. The
timing of projects shall be based on necessity and availability
of financing. The intent is that new CIP projects will be
installed as development requires the facilities. With regard
to all CIP projects, it is acknowledged that compliance with the
California Environmental Quality Act adds a measure of unpre-
dictability with regard to the timing of CIP projects.
The WFMP, IRP, and the CIP projects shall be divided into two
phases: Phase I - one to six years; and Phase II - seven to
ultimate buildout. CIP project sheets for projects in Phase I
shall be prepared and identify estimated total cost, cash
expenditure timing, location, description, justification,
funding allocation, and schedule. For the Phase II CIP
projects, the CIP shall identify the need for the projects,
along with their estimated total cost and funding allocation.
Upon approval by the Board of Directors of the annual six-year
CIP, staff is authorized to proceed with planning, design,
311
OTAY WATER DISTRICT
BOARD OF DIRECTORS POLICY
Subject Policy
Number
Date
Adopted
Date
Revised
ANNUAL CAPITAL IMPROVEMENT PROGRAM
DEVELOPMENT
06 10/15/84 10/3/18
construction, etc. of those projects that have budgets within
the current fiscal year. The General Manager is authorized to
redistribute funds between approved CIP projects as long as the
total project budget is not exceeded and the District has
adequate CIP reserves to fund the project. In addition, the
General Manager is authorized to exceed the budget for specific
CIP projects under the following conditions:
a. For CIP projects less than or equal to that authorized
under Code of Ordinances Section 2.01, Authority of the
General Manager, the cumulative amount of the specific
CIP project expenditures does not exceed that authorized
under Code of Ordinances Section 2.01, Authority of the
General Manager.
b. For CIP projects more than that authorized under Code of
Ordinances Section 2.01, Authority of the General
Manager, the amount being authorized does not exceed the
lesser of 25% of the specific CIP project budget amount
or that authorized under Code of Ordinances Section
2.01, Authority of the General Manager.
c. The total fiscal year CIP budget is not exceeded.
312
Capacity
Name Fee (1)
Capacity Fee (Section 28.01)$12,435.55
Triad Capacity Fee $9,326.67
(1) Based on a 3/4 inch water meter effective 7/1/2022.
Water Meter Capacity Fees
Note: A full listing of fees by meter size is available online at:
otaywater.gov/engineering/public-services under "Fees and Deposits".
313
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.
314
Glossary
COVID-19: Illness caused by a novel coronavirus which was first identified amid an outbreak of
respiratory illness cases in Wuhan City, Hubei Province, China.
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.
315
AB Assembly Bill
AF Acre-Foot/Feet
AMR Automated Meter Reader/Reading
AWWA American Water Works Association
CIP Capital Improvement Program
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
316
Index
Annual CIP Development Policy No. 6 311-312
Awards xiii-xvi
Capital Budget Narrative 31-33
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 45
CIP Project Index 49-51
CIP Project Sheet Description 47-48
CIP Project Map 40
CIP Projects 53-310
CIP Reserve Funds 34
Current Economic Conditions 13-14
Demographics 9
District Formation 3
Economic Outlook 14
Fund Structure 7
Glossary 314-315
Key Performance Indicators:
General Manager 18
Administrative Services 19-20
Finance 21-23
Water Operations 24-28
Engineering 29-30
Letter of Transmittal iii-xii
List of Acronyms 316
Mission Statement, Vision, Statement of Values 2
Organizational Structure 4
Resolution No. 4410 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) 35
Six-Year CIP Projects Summary by Fund ($1,000s) 35
Six-Year CIP Projects by Source and Fund ($1,000s) 36-39
Six-Year CIP Projects Schedule 41-44
Strategic Planning Process 17
317
Index
Table of Contents i-ii
Ten Principal Taxpayers 10
Ten Largest Customers 10
The Future 14-16
Water Meter Capacity Fees 313
Water Comparison – Member Agency Water Rates 11
318
Otay Water Districtႄႇႇႆ Sweetwater Springs Blvd.Spring Valley, CA ႋႃႋႉႊ-ႄႂႂႆotaywater.gov