HomeMy WebLinkAboutCapital Improvement Program Budget FY 2021-2026Otay Water District
Capital Improvement Program Budget
Fiscal Years 2021-2026
BOARD OF DIRECTORS
Gary Croucher, Division 3 President
Mark Robak, Division 5 Vice President
Mitch Thompson, Division 2 Treasurer
Tim Smith, Division 1
Hector Gastelum, Division 4
MANAGEMENT TEAM
Jose Martinez General Manager
Joseph R. Beachem Chief Financial Officer
Kevin Koeppen Assistant Chief, Finance
Adolfo Segura Chief, Administrative Services
Pedro Porras Chief, Water Operations
Rod Posada Chief, Engineering
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Table of Contents
Page
Letter of Transmittal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii
Awards. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xiv
Resolution No. 4384. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xviii
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
The Future . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Strategic Planning Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
Key Performance Indicators:
Administrative Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
Finance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
Water Operations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
Engineering . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
CAPITAL BUDGET
Capital Budget Narrative. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37
CIP Reserve Funds ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
Six-Year CIP Projects Summary by Source ($1,000s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Six-Year CIP Projects Summary by Fund ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Six-Year CIP Projects by Source and Fund ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42
Major CIP Projects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46
Six-Year CIP Projects Schedule. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47
CIP Justification and Impact on Operating Budget. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51
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Table of Contents
CIP PROJECTS
CIP Project Sheet Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53
CIP Project Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55
CIP Projects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59
APPENDIX
Annual CIP Development Policy No. 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 293
Water Meter Capacity Fees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 295
Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 296
List of Acronyms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 298
Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 299
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September 24, 2020
Honorable Board of Directors
Otay Water District
I am pleased to present the Otay Water District’s Capital Improvement Program Budget for
Fiscal Years 2021-2026. The budget supports the District’s Fiscal Year 2019-2022 Strategic
Plan titled, “Growth and Sustainability,” as well as the financing of all the District’s services,
programs, and capital needs during Fiscal Years 2021-2026. 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
District operations, 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 226,000 customers. Our goal is to sustain the services we provide while
minimizing rate impacts to our ratepayers.
In early 2020, the unprecedented COVID-19 pandemic initiated unexpected outcomes
throughout the world, the nation, the state, and locally to the District. The pandemic has
impacted state water agencies, including the District, but the degree of impact remains
unknown, due to other factors that also caused negative impact on District revenues such
as wet weather. As a result of the dynamic COVID-19 crisis environment, staff continues to
assess impacts to the District and its budget. The duration of the pandemic continues to
remain unpredictable; however, the budget was prepared on the assumption that it will not
subside until at least the close of the first quarter of Fiscal Year 2021. Based on various
scenarios, staff prudently evaluated and developed a budget with the expectation that the
fiscal impacts related to the pandemic could adversely impact the District for the entire
fiscal year and into the following fiscal year.
Areas expected to be adversely impacted include water sales volumes, property tax
income, growth revenues, collections and bad debt, and penalty revenues. Due to the
financial adversity facing the District, staff worked diligently to identify savings initiatives for
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the Fiscal Year 2021 budget. Furthermore, increased costs for water, sewer, reclamation
plant, and regulatory fees continue to put pressure on rates.
Legislative issues
Throughout the 2020 legislative session, the California legislature has worked to prioritize
economic recovery to protect Californians and spur job creation during and even after the
COVID-19 pandemic. However, the legislature was unable to compromise on a
comprehensive recovery package.
As of a result of the COVID-19 pandemic, several legislative issues that could have
potentially affected water agencies, including the District, were deferred. There are still
many unknowns regarding the state budget, funding sources, and the duration of executive
orders, including Governor Gavin Newsom’s stay-at-home and water shutoff restriction
orders. More than 2,200 new bills were introduced by the February deadline, but COVID-19
has altered the customary structure of the legislative session, limiting the number of allowed
assembly and senate bills.
On August 31, 2020, the legislature completed its work for the 2020 legislative session and
adjourned for the year. The Governor has until September 30, 2020 to act on signing or
vetoing legislation sent to him during the final weeks of the legislative session. At this time,
there is no extraordinary session of the legislature planned between now and November
30, 2020. However, there have been calls for the Governor to convene a special session to
address any variety of issues, including wildfires, grid reliability and rolling power outages,
and post-COVID-19 economic recovery. It is unclear whether the Governor will convene a
special session during the fall.
The State Water Resources Control Board (SWRCB) and many water agencies, including
the District, continue to focus on conservation laws such as Senate Bill 606 and Assembly
Bill 1668 which passed in 2018. Other legislative issues that were new to this year’s budget
include the Resiliency Bond Package, protecting fire hydrant system funding through
Senate Bill 1386, and clarifying the SWRCB’s process while educating the public due to the
recent passage of Assembly Bill 1588, a new law that paves the way for veterans reciprocity
while increasing the pool of qualified applicants in California’s water industry.
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 water agencies throughout the state have
worked with San Diego County Water Authority (CWA), other water agencies, and state
officials to define how the conservation laws – Senate Bill 606 and Assembly Bill 1668 – 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
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establish a residential indoor GPCD goal of 55, effective in 2023, and the SWRCB to adopt
an outdoor water-use standard by June 2022. As the year continues to unfold, the SWRCB
is releasing draft recommendations regarding these laws. The District has worked
collectively with other water agencies 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.
As part of its responsibility to keep stakeholders engaged in the conservation laws, the
SWRCB held several stakeholder meetings with a goal to inform the District and other state
water agencies of the big picture through progress reports provided by eight urban project
workgroups. The workgroups include the following: Model Water Efficient Landscape
Ordinance; Landscape Area Measurement; Wholesale Water Loss; Water Use Studies;
Standard, Methodologies and Performance Measures; Urban Water Management Plan
Guidebook; Annual Water Supply and Demand Assessment; and Data Streamlining.
To broaden the state’s approach on water, as California faces a range of existing
challenges, and per Governor Newsom’s 2019 Executive Order N-10-19, the state released
its Final Water Resilience Portfolio in July 2020. The order directs the secretaries of the
California Natural Resources Agency, the California Environmental Protection Agency, and
the California Department of Food and Agriculture to identify and assess a suite of
complementary actions to ensure safe and resilient water supplies, flood protection, and
healthy waterways for the state’s communities, economy, and environment. The state
developed the portfolio to improve California’s capacity to prepare for disruptions, withstand
and recover from climate-related shocks, and adapt into the future.
Building on state and local initiatives already underway and months of public input, the
District and other water agencies throughout California are actively looking to the SWRCB
and its portfolio to assist in empowering local and regional entities to meet their unique
challenges, while delivering on the state’s responsibility to provide tools and leadership,
advance projects of statewide scale and importance, and help address challenges that are
beyond the scope of any region. District staff, working with CWA and other local agencies,
will continue to evaluate the actions in the portfolio and resolve the most strategic methods
to implement them.
As directed by the Governor and building on work already conducted, the Department of
Water Resources is pursuing a new environmental review and planning process for a single
tunnel solution to modernize Delta conveyance. This approach 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.
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The requirements from Senate Bill 998 (Dodd) continue to have a financial impact on the
District and its ratepayers. The law, which went into effect on February 1, 2020, increased
the District’s service shut-off days for delinquent accounts from 45 days to no less than 60
days, created a cap on reconnection fees, and granted authority to both the SWRCB and
the Attorney General to enforce provisions of the bill. Because the new law impacted
existing practices, policies, and procedures, District staff evaluated, developed, and
implemented new practices to comply with the requirements. Given that the Governor’s
executive order halts all disconnections due to the COVID-19 pandemic, it is still unknown
what financial impact these new requirements will have.
Senator John Moorlach’s Senate Bill 1386 passed unanimously out of both houses of the
Legislature and is currently pending final action on the Governor’s desk. This bill seeks to
clarify existing law regarding the imposition of fire-related water service charges being
implemented across the customer base in compliance with Proposition 218. Senate Bill
1386 is broadly supported by the District, other water agencies, municipalities, fire districts,
and professional fire fighter organizations. CWA and Irvine Ranch Water District are
cosponsoring this legislation to reaffirm that water agencies’ existing water service charge
practices relative to water service for fire prevention services are fully compliant with
Proposition 218.
To address an aging and retiring workforce in the water and wastewater operator fields and
to increase the pool of qualified individuals for these positions, the District also
cosponsored, with CWA, Assembly Bill 1588. The new law, which passed in October 2019,
ensures military veterans transitioning into civilian water and wastewater operator
occupations receive appropriate credit for experience and education gained during military
service. The District, other water agencies, and stakeholders continue to work on defining
the process with the SWRCB and educating veterans and other stakeholders about how
veterans can obtain sufficient credit for their experience and education.
Fiscal Year 2019 - 2022 Strategic Plan
Since its establishment, the District’s motto has been “Dedicated to Community Service.”
From modest beginnings in 1956 through today, the District stands committed to providing
outstanding service to the residents and businesses it has the honor to serve. This serves
as a great reminder to our staff and customers as to why the District exists.
During the District’s early years, a key focus of its preceding strategic plans was to meet the
demands of growth. Today, the District’s four-year Strategic Plan (Fiscal Years 2019-2022)
still has the word “growth” in its theme of “Growth and Sustainability,” but “sustainability” is
a critical element in managing long-term maintenance and replacement of infrastructure.
Staff works diligently to ensure its planning documents and programs support the District’s
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water supply and sewer facilities that serve its customers now and in the future. The four-
year Strategic Plan aims to support the goals in our planning documents, which include the
Water Facilities Master Plan Update, Wastewater Management Plan, Urban Water
Management Plan, and other critical plans.
The District’s Strategic Plan also serves as a roadmap to execute its organizational
objectives and track day-to-day performance metrics which ensure deliverables are being
met and essential work processes are continuously being fine-tuned. The District’s
Strategic Plan was developed using the Balanced Scorecard performance management
framework. Via this framework, management and staff share a focused business and
operational strategy to ensure the District is moving along the right path and maximizing its
limited resources.
The District’s strategic philosophy recognizes that as the agency evolves and service
footprint matures, fewer development resources and fees will be available, while
operational assets and infrastructure maintenance, rehabilitation, and replacement costs
will increase. This is an important phase of the operational lifecycle and will therefore place
pressure to increase customer rates to counter more costly service expenses. To balance
the customer’s interest in minimizing rate increases, while also maintaining the agency’s
infrastructure, investments, and financial position, the management team continues to
place emphasis on efficiencies within the agency, including innovation and continued use
of technology throughout its operations.
In effect, the District leverages its investments in technology to manage operational cost
and do more with the same or fewer resources. With sound planning, prudent fiscal
management, community focus, and a work culture prepared to adapt to new challenges,
the District is well positioned to support its growing customer base, while sustaining the
quality of water service our customers expect. From a water supply perspective, this
means determining the optimal water supply, treatment, and delivery solutions for
customers. From a daily operating perspective, efficiency enhancements have become
the principal source of competitive advantage and cost optimization.
Finding ways to utilize technology, streamline operations, and reduce external costs are
critical elements of the District’s ongoing commitment and dedication to its customers.
Savings generated through streamlining and reducing costs are passed to our ratepayers.
For example, from 2017 to 2021 the District is upgrading or replacing more than 49,600
automated meter reading (AMR) meters, originally installed between 2004 and 2012. To be
as cost efficient as possible, the District is replacing meter registers instead of the entire
meter and, when applicable, taking advantage of existing warranties. This saves the District
and its ratepayers approximately $3.3 million in meter replacement costs. Because of the
meter’s life expectancy and warranty, the District can delay the replacement of the meters
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by approximately 10 years. There are many benefits to utilizing AMR meters, including the
reduction of meter reading staff, increased safety of staff, and allowing staff to store
historical water use data. These advanced meters can assist customers and the District, to
identify unexplained usage by providing leak, tamper, and backflow detection alarms. The
efforts related to meter technology are an example of cost savings and the District’s ongoing
commitment to pursue cost efficiencies.
The success of this approach is proven by the District’s gains in productivity, reduction in
staffing, and associated costs. The following charts show that since 2007 through 2021, the
District has reduced staffing by 35.75 full-time equivalent positions, or 20%, while the
number of customer accounts increased by 3,994.
Employee Count and Number of Customer Accounts
Because of increased efficiency and higher employee productivity, the District has been
able to continue absorbing 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
step significantly reduced the high financing cost of the unfunded liability at CalPERS and
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 Benefit (OPEB) plan became
fully funded. With the OPEB plan being fully funded, the District has budgeted to redirect
$1.0 million of additional advanced payments to CalPERS annually. These advanced
payments are projected to save an additional $5.0 million over 14 years resulting in the plan
17
4
.
7
5
17
2
.
7
5
16
8
.
7
5
16
6
15
9
15
6
14
8
14
3
14
0
13
8
13
5
13
4
13
7
13
8
13
9
52,615
56,609
51,500
52,500
53,500
54,500
55,500
56,500
57,500
0
20
40
60
80
100
120
140
160
180
200
2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021
Em
p
l
o
y
e
e
C
o
u
n
t
Fiscal Year
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becoming fully funded in 2034, seven years earlier than projected without the additional
contribution.
Other cost savings include the reduction of the 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 the District’s customers.
Based on an annual survey of water and sewer rates conducted by staff, the District
continues to be one of the lowest cost providers in San Diego County. The District has the
fifth 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 10.3 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 111.9%, while the District’s retail water rates have increased 107.2%.
Wholesale Water Supply Costs vs. District Retail Rate Increases
0%
20%
40%
60%
80%
100%
120%
2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021
111.9%
107.2%
CWA Water Cost Increase
Otay Water Rate Increase
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The District currently delivers water service to 51,156 potable and 739 recycled water
customer accounts. The District purchases all the potable water sold to customers from
the CWA. Eleven 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 4,714 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 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.
Sewer Cost of Service Study
The District performed a sewer cost of service study and the results were communicated
to the Board on May 6, 2020. Staff recommended a modification to the residential and multi-
residential rate structures by changing the volume basis from a one-year winter average to
a three-year winter average consumption methodology. This method will stabilize
residential sewer rates and revenues, which is an important component of budgeting to
meet the ongoing debt covenant requirements of a 2019 Wastewater Revenue Bond
issuance. At the direction of the Board, the Fiscal Year 2021 budget reflects the cost of
service study results with the proposed modifications to sewer rates and rate structure. A
Proposition 218 hearing is scheduled for October 7, 2020, and District staff does not
anticipate opposition to the rates and rate structure modifications. Upon completion of the
hearing, the Board can approve the rates and rate structure changes to be effective January
1, 2021.
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Fiscal Year 2021 Operating Budget Summary
The Fiscal Year 2021 budget was prepared with the continuing challenges of CIP inflation,
water costs, insurance costs, the City of San Diego’s Pure Water program costs, as well as
stabilizing the sewer rates. The budget has been further challenged with having to project
the fiscal impacts of the COVID-19 pandemic. Included in the proposed budget are
reductions in water sales, capacity fee revenues, property tax and penalty revenues, and an
increase in the District’s bad debt expense. These impacts have been offset by savings
initiatives instituted in response to the projected adverse impacts.
The District’s operating expenditures consist of three major sectors: potable water, recycled
water, and sewer, totaling $98.5 million of budget expenditures for Fiscal Year 2021.
Revenues from potable and recycled water are projected to be $87.2 million, approximately
$6.6 million less than the Fiscal Year 2020 budget. District staff budgeted potable water
sales volumes to decrease by 12.9% compared to Fiscal Year 2020 budgeted potable sales.
This decline is due to uncertain impacts of the COVID-19 pandemic on residential and
commercial water usage resulting from increasing unemployment and mandated
commercial closures. The District projects sewer revenues to be $2.9 million, approximately
$20 thousand less than Fiscal Year 2020. The remaining budgeted revenues of $8.4 million,
approximately $0.8 million less than Fiscal Year 2020, 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 water supply rate increases of 4.9% from MWD and CWA due to the high
cost of supply programs, higher energy costs, and increasing operating costs.
2.9% water rate increase to District customers budgeted for January 1, 2021, and a
2.8% rate increase for sewer, effective January 1, 2021.
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.
xi
Fiscal Year 2021-2026 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 2021 CIP budget contains 104 projects and totals $8.46
million. The District categorizes projects into three business segments: potable water,
recycled water, and sewer. Funding for the Fiscal Year 2021 potable, recycled, and sewer
projects are $6.6 million, $1.4 million, and $477 thousand, respectively. CIP projects are
also categorized into four categories: expansion, betterment, replacement, or new water
supply.
The following is a breakdown of the CIP projects into the four categories:
Expansion projects $ 69,000
Betterment projects 1,684,000
Replacement projects 6,551,000
New Supply projects 157,000
Total $ 8,461,000
The Fiscal Year 2021-2026 CIP budget of $92.3 million has increased by $4.0 million versus
last year. The total water CIP budget for the six-year period is $85.4 million, which is a $5.5
million increase compared to Fiscal Year 2020, while the sewer CIP of $6.9 million is
decreasing $1.5 million compared to Fiscal Year 2020.
During Fiscal Year 2020, sewer completed a $3.0 million wastewater revenue bond
issuance. The District projects water debt issuances of $5.5 million and $15.3 million in
Fiscal Year 2023 and Fiscal Year 2025, respectively, as well as a sewer debt issuance of $3.2
million in Fiscal Year 2024.
COVID-19 Impacts
Due to the ongoing pandemic, the District has reviewed the CIP projects and has deferred
projects that may be deferred without placing undo risk on the District. In addition,
projects that may qualify for stimulus funds have been identified and are planned to meet
potential timelines and deliverables required by stimulus programs.
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, 2019. To receive this award, a
governmental unit must publish a budget document that meets program criteria as
xii
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 2019-
2020.
The California Society of Municipal Finance Officers presented Otay Water District
the Certificate of Award for Excellence in Capital Budgeting for Fiscal Year 2019-2020.
The Government Finance Officers Association Officers presented Otay Water District
the Certificate of Excellence in Financial Reporting for its Comprehensive Annual
Financial Report for the Fiscal Year ended June 30, 2019.
Conclusion
The dynamic challenges presented this year, including the COVID-19 pandemic, are being
met by the District’s Board of Directors’ resolve to keep the stability and financial strength
of the District as one of its highest priorities. Reserves will be maintained above target levels
as will the District’s debt coverage level. The Board of Directors, management team, and
staff are all committed to efficiency in both District operations as well as in its capital
development. With these efficiencies and the ongoing investment in new technologies, the
District has a competitive edge in providing quality service.
This budget reflects the vision of the District’s Board, management, and staff. The District
will continue to strive to make improvements in budget processes, including an extensive
review and analysis of projections for revenues, expenditures, capital projects, and reserves.
I would like to thank the staff involved in this process for the efforts put forth in the
preparation of this budget to ensure a successful outcome.
To the Board, we acknowledge and appreciate their continued support and direction in
achieving excellence in the financial management and operations of the District.
Jose Martinez, General Manager
xiii
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 2019-2020. 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.
xiv
Financial Awards
The California Society of Municipal Finance Officers presented Otay Water District the Operating
Budget Excellence Award for Fiscal Year 2019-2020.
xv
Financial Awards
The California Society of Municipal Finance Officers presented Otay Water District the Capital
Budgeting Excellence Award for Fiscal Year 2019-2020.
xvi
Financial Awards
The Government Finance Officers Association Officers presented Otay Water District
the Certificate of Achievement for Excellence in Financial Reporting for its
Comprehensive Annual Financial Report for the Fiscal Year Ended June 30, 2019.
xvii
RESOLUTION NO. 4384
A RESOLUTION OF THE BOARD OF DIRECTORS OF
OTAY WATER DISTRICT ADOPTING THE FISCAL YEAR 2020-2021
OPERATING AND CAPITAL BUDGET; AND SALARY SCHEDULE
WHEREAS, the Otay Water District Board of Directors have
been presented with three budget options (Exhibits A, B, and C)
for the operation of the Otay Water District for Fiscal Year
2020-2021; and
WHEREAS, the Fiscal Year 2020-2021 Operating and Capital
Budget options, 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 D) 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 as Exhibit C, is hereby adopted
for water and Exhibit C, is hereby adopted for sewer as the
District’s budget for Fiscal Year 2020-2021.
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
xviii
both State law and the District’s Code of Ordinances, authorizes
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 3rd day of June
2020, by the following vote:
Ayes: Directors Croucher, Robak, Smith and Thompson Noes: Director Gastelum Abstain: None Absent: None
________________________ President ATTEST:
____________________________ District Secretary
xix
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xx
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 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 1,928 acre-feet per year of recycled water for fiscal year 2021, 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 4,700 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 80% is imported, which is a blend from the Colorado
River and the California State Water Project. Twenty 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
3
Overview
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.
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, as of March 16, 2020,
Board Meetings have been streamed live via audio and video Zoom.
Citizens and
Customers Board of Directors
General Manager (5)
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
(26)
Water
Operations
(54)
Collection,
Treatment, and
Reclamation
Operations
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 Resources Master Plan, the
Sewer Master 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 integrated budget are:
An average projected long-term growth rate of 0.25%.
Pass-through rate increases for costs imposed on the District by the wholesale water
providers.
Accurate projections of capital budget needs (including replacement needs).
Reserve funding in accordance with the Reserve Policy to meet future growth demands and
maintain financial stability.
Funding of the Strategic Plan initiatives as categorized into the Balanced Scorecard
perspectives.
Avoid rate spikes by leveling rate increases over a six-year period.
The Finance Department prepares the budget for the potable, recycled, and sewer systems. This is
done using estimated changes in costs from the District’s wholesale water providers as well as
estimated changes in sewer charges provided by the County and City of San Diego. Other significant
factors in the budget development include estimated water volumes, water cost projections, debt
Year-end
Balances
Operating
Budget Input 6-Year
Rate Model
Strategic
Plan
Operating
Budget Water
&
Sewer
Rates CIP
Budget 6-Year CIP
Budget Input
MWD/CWA & City
Sewer Rates
Assumptions
Interest Rates
Inflation
Growth
Sales
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 three-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 a special budget workshop 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.
6
Overview
During the year, each department receives monthly budget and cost reports that are essential to
monitor and control costs. As events occur or conditions change, modifications to or deviations from
the original budget may be necessary. In the event the General Manager determines that an
emergency exists which requires immediate action; he may transfer appropriations within the budget
allocations or request that the Board of Directors increase the current budgeted funds.
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.
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 will be documented in the form of a
staff report and noted in the board meeting minutes.
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 on an enterprise fund basis, 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 2020-2021, 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
12/9/19
Budget instructions for the
Operating and Capital
Budget are distributed to
departments
12/9/19 - 1/17/20
Departments begin CIP
Budget Process which
includes:
Review existing FY 2020
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
6/30/20 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.
2/4/20
Finance initial review of CIP
Budget with Chief of
Engineering including year
over year explanations
2/10/20
Engineering reviews all CIP
budget requests with
General Manager
2/19/20
Engineering to have
second review and finalize
the FY 2021 CIP Budget
including year to year
explanations
3/9/20
Engineering finalizes CIP
projects with Chiefs
3/19/20
Engineering to finalize CIP
projects with Finance and
General Manager
4/9/20
CIP Sheets finalized and
sent to Finance to
incorporate into rate model
to determine proposed
rates
4/20/20
Review assumptions and
rates with Assistant Chiefs,
Chiefs, and General
Manager
4/29/20
FY 2021 key assumptions,
inputs, and open items for
Practice Run-through
5/14/20
Hard and soft copies of
preliminary Budget
provided to Assistant
Chiefs, Chiefs, and General
Manager for review
5/18/20
FY 2021 Budget: Practice
Run-through
6/3/20
Board Meeting/Board
Workshop #2 – approval of
the FY 2020-2021 Operating
and Capital Budget and
FY 2021-2026 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 272,202
Otay Water District population served (approximate) 225,870
Persons/Household 3.35
Ethnic/Racial makeup (City of Chula Vista)
Hispanic 61%
Non-Hispanic White 19%
Asian 13%
Black 4%
Other 3%
Median Age 33.5
Median Household Income $76,354
Percentage with 4-year degree or higher 28.8%
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 $32.5 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.
Five-Year Service Area Assessed Valuation
26 28 29 31 33
$0
$5
$10
$15
$20
$25
$30
$35
FY 2016 FY 2017 FY 2018 FY 2019 FY 2020
Bi
l
l
i
o
n
s
9
Overview
Ten Principal Taxpayers – Fiscal Year 2020
Organization Assessed Percent
Value to Total
1. GGP-Otay Ranch LP $ 205,753,716 0.63%
2. Rancho Investors LP 166,821,912 0.51%
3. John Hancock Life Insurance Co USA 152,798,205 0.47%
4. Sharp Chula Vista Medical Center 143,048,978 0.44%
5. Corrections Corporation of America 128,137,991 0.39%
6. Regulo Place Apartments Investors LLC 117,747,271 0.36%
7. Homefed Otay Land II LLC 109,469,069 0.34%
8. Brisa Acquisitions LLC 100,316,870 0.31%
9. N M Pulse LLC 98,957,104 0.30%
10. Vista Pacific Villas LP/Sunbow Partners LP 98,744,456 0.30%
Total Top 10 Principal Taxpayers $1,321,795,572 4.05%
Total Service Area Assessed Valuation $32,526,483,633
Ten Largest Customers – Fiscal Year 2020
Customer Customer Annual % of Water
Name Type Revenues Sales
1. City of Chula Vista Publicly Owned $ 3,531,178 3.9%
2. State of California Publicly Owned 1,140,710 1.3%
3. County of San Diego Publicly Owned 1,026,287 1.1%
4.Eastlake III Community Association Commercial 886,948 1.0%
5.Chula Vista Elementary School District Publicly Owned 705,034 0.8%
6. Sweetwater Union High School District Publicly Owned 596,194 0.7%
7. Eastlake Country Club Commercial Recycled 551,600 0.6%
8. Elite Athlete Services, LLC Commercial 388,580 0.4%
9. Windingwalk Master Association Commercial
336,757 0.4%
10. Homefed Village III Temporary 329,712 0.4%
Total 10 Largest Customers $ 9,493,000 10.6%
Total District Customers $ 90,435,099
Source: County of San Diego Auditor and Controller
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 September 2020, 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 fifth lowest water rate in the region.
Projected Water Bill for FY 2021
Based on 11 Units of water used and ¾” residential meter size
119.76
117.39
115.94
112.11
107.23
105.67
105.54
104.16
103.89
94.64
88.55
86.42
83.39
83.38
82.67
81.17
78.58
77.96
76.46
73.93
71.22
63.24
$0 $20 $40 $60 $80 $100 $120 $140
Ramona
Padre Dam
*Rainbow
*Fallbrook
Escondido
*Valley Center
Rincon
Yuima
Del Mar
Vista
San Diego
Olivenhain
*Vallecitos
Helix
Poway
Oceanside
*Carlsbad
Otay Water District
Sweetwater
*Santa Fe
San Dieguito
Lakeside
* At the time of the survey in September 2020, the member agency's FY 2021 rate was unavailable and an
assumption was made that no rate increase will be implemented in FY 2021.
(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 type of rate that is charged to the consumers. The District is the fifth lowest sewer
rates in the County of San Diego.
134.83
81.39
81.25
80.99
80.41
79.17
76.26
68.46
66.08
64.01
62.15
61.08
60.54
57.58
56.86
56.67
56.45
55.25
54.72
53.08
52.39
48.75
42.47
42.46
39.52
38.99
28.66
28.64
$- $20 $40 $60 $80 $100 $120 $140 $160
Del Mar
*Fallbrook
Oceanside
Olivenhain
Encinitas
*Rancho Santa Fe
Padre Dam
Ramona
*Rainbow
El Cajon
Poway
Imperial Beach
La Mesa
Escondido
Solana Beach
Vista
*Valley Center - MG
Buena
Chula Vista
Lemon Grove
San Diego, City
Coronado, City
National City
Otay Water District
San Diego, County
*Vallecitos
*Carlsbad
Leucadia
Projected Sewer Bill for FY 2021
Based on 10.3 Units of water used and ¾” residential meter size
* At the time of the survey in September 2020, the member agency's FY 2021 rate was unavailable and an
assumption was made that no rate increase will be implemented for FY 2021.
12
Overview
San Diego Rainfall
San Diego received above average rainfall of 13.71 inches in FY 2020. The 10-year average of 9.50
inches for San Diego rainfall reflects the long-term drought conditions for our area. San Diego's
rainfall average over 20 years is 9.05 inches; the 30-year average is 9.78 inches; and the 40-year
average is 9.93 inches.
San Diego rainfall, while a contributing factor, is not the controlling factor for our potable water supply
shortage. The San Diego region imports 80.0% 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
COVID-19 Pandemic
According to the Xpera Group, the national unemployment rate dipped to 3.6% in January and six
months later, dropped down to 10.8%. The gains in May and June show that unemployment
claims were likely due to workers being furloughed as a result of the COVID-19 pandemic.
12.62
8.03
6.51 5.06
9.03 10.82 12.97
3.40
12.84 13.71
0
5
10
15
20
25
30
2011 2012 2013 2014 2015 2016 2017 2018 2019 2020
In
c
h
e
s
San Diego Rainfall
Fiscal Years 2011 - 2020
Annual Rainfall
10 year average
Source: Western Regional Climate Center
13
Overview
Total Employment
United States
January – July 2020
Month
Total Jobs
(in thousands) Change
January 158,714
February 158,759 45
March 155,772 (2,987)
April 133,403 (22,369)
May 137,242 3,839
June 142,182 4,940
July 143,532 1,350
Source: Xpera Group, Bureau of Labor Statistics
COVID-19: San Diego Employment
The impact of Governor Newsom’s stay-at-home orders issued statewide on March 19, 2020 is
reflective in San Diego County’s unemployment rate which had the largest increase from March to
April of 4.2% to 15%. The industry that suffered the largest loss has been leisure and hospitality as
shown below.
Job Losses by Category
Wage and Salary Employment
San Diego County
March – June 2020
Category March June Change % of Losses
Leisure & Hospitality 192,900 114,600 78,300 40.6%
Construction 80,200 77,200 3,000 1.6%
Professional & Business Services 259,500 251,000 8,500 4.4%
Manufacturing 117,100 106,800 10,300 5.3%
Government 252,900 240,000 12,900 6.7%
Education & Health Services 219,600 199,300 20,300 10.5%
Trade, Transportation & Utilities 218,800 190,300 28,500 14.8%
TOTAL 1,494,000 1,301,000 193,000
Source: Xpera Group, Bureau of Labor Statistics
COVID-19 Impacts
The impacts of COVID-19 on the region, and the District, are unprecedented. To estimate the
impact of COVID-19 on this budget and the subsequent fiscal years, the District analyzed data
provided by a local economist, communications from the County of San Diego, and reports
published by AWWA. The adverse financial impacts of the COVID-19 pandemic were projected to
impact sales volumes, property tax collections, growth revenues, and bad debt. In response to
these impacts the District has incorporated savings initiatives into the FY 2021 budget and six-year
Unemployment Rate
United States
January – July 2020
Month
Unemployment
Rate
Employment
Rate
January 3.6% 96.4%
February 4.4% 95.6%
March 4.4% 95.6%
April 14.7% 85.0%
May 13.3% 86.7%
June 11.1% 88.9%
July 10.8% 89.2%
14
Overview
rate model. The cumulative savings initiatives implemented as part of this budget and six-year
rate model are projected to fully offset the projected financial impacts of the COVID-19 pandemic.
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 for residents. San Diego County imports approximately 80% 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 people, meeting 7% – 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.
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 U.S. population growth is approximately 2.0-2.5 million annually and projections
anticipate a gradual decline in the rate of annual population gain.
The U.S. unemployment rate, as of April 2020, was 4% nationally and is projected to remain
in the 4.0% - 4.5% range.
San Diego’s population is projected to reach more than 3.8 million by the year 2040.
San Diego County has averaged 30,000 new civilian jobs annually. As a result, the civilian
unemployment rate is below 3%. If the statistics include the military, the unemployment rate
would be lower.
The median price of a detached home in San Diego County is $665,000.
The Future
Capital Improvement Program
The District provides water and sewer service to a population of approximately 225,870 customers,
including residential, business, government, industrial, and agricultural water users across urban,
suburban, and rural areas. The District’s service area population is projected to grow by 41% to
319,000 residents by 2050. To ensure a reliable water supply and sewer system for the future
15
Overview
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, 2015 Urban Water Management Plan, 2015 Integrated Water Resources Plan,
and 2019-2022 Strategic Plan.
The major projects planned for delivery over the next six fiscal years include:
• 711-2 Pump Station Replacement (P2578)
• Various Waterline Replacements (18 Total)
• Reservoir Improvements (12 Total)
• Sewer Basin Improvements (S2049, S2050, and S2053)
• Automated Meter Reading (P2604 and R2143) and Meter Replacement (P2594, P2662, R2148,
and R2152)
Otay Mesa Desalination Conveyance and Disinfection System Project (P2451)
The Otay Water District continues its commitment to conserve and recycle water and to diversify the
water resources that serve its customers, thus reducing dependence on traditional water supplies
from the Colorado River and the Sacramento-San Joaquin Delta.
In light of the growing need for new potable water supplies in Mexico and San Diego County, the
proposed Rosarito plant and the District’s Otay Mesa Conveyance and Disinfection System Project
would provide a new drought-proof water supply to its customers. In May 2017, the U.S. Department
of State granted a presidential permit to allow the Otay Water District to build a potable water pipeline
to cross the U.S.-Mexico border. This permit authorized the District to “construct, connect, operate,
and maintain cross-border water pipeline facilities for the importation of desalinated seawater at the
International Boundary between the United States and Mexico in San Diego County, California.”
Although purchasing and transporting water from Aguas de Rosarito’s desalination plant in Rosarito,
Baja California, Mexico, has been a component of the District’s water supply diversification efforts,
the project for the District has been halted. The District is interested in diversifying its water supplies
by purchasing potential excess desalinated ocean water from a future Rosarito desalination plant,
after the project has first satisfied and secured the water needs of its Mexican consumers in northern
Baja California.
If the project does move forward, the District’s project has already undergone environmental review
as required by the California Environmental Quality Act and National Environmental Policy Act and
has obtained a U.S. Fish and Wildlife biological permit. The District recognizes that such a project
requires rigorous safeguards and review to ensure the protection of public health and a permit from
the California Water Resources Control Board’s Division of Drinking Water will be needed to ensure
that water imported from Mexico meets the same water quality drinking standards as water from
regional lakes, from the Claude “Bud” Lewis Carlsbad Desalination Plant, and from the City of San
Diego’s Pure Water Program.
16
Overview
The District fully understands and respects Baja California’s sovereign decision to either approve or
not approve the project. This interest has been discussed openly and transparently at the District’s
public Board meetings, as has its continued commitment to water conservation, recycling,
diversification, and reducing the District’s reliance on the Colorado River for the future benefit of our
water customers.
If the project advances, San Diego County and the District’s cross-border region would add
desalinated water to the long list of energy, aerospace, medical device, and electronics products that
cross the border every day.
Future Development
Using the economist’s report, the District’s engineering staff projects that over the next six years the
District will sell another 2,320 meters which translates to 3,473 equivalent dwelling units (EDUs).
Residential Construction
The following table summarizes the projected new units for sale and new units for rent from Fiscal
Year 2021 through Fiscal Year 2026. 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)
33
3
28
3
55
9
80
3
81
6
68
2
0
200
400
600
800
1,000
FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026
17
Overview
Projected Units for Sale and Rental
Otay Water District Service Area
FY 2021 through FY 2026
Project 2021 2022 2023 2024 2025 2026 Total
Total Single-Family Detached 175 125 337 539 562 450 2,188
Total Single-Family Attached 250 225 450 642 760 697 3,024
Total For Sale 425 350 787 1,181 1,322 1,147 5,212
Revised Apartments 482 500 1,000 1,200 1,000 1,000 5,182
Total 907 850 1,787 2,381 2,322 2,147 10,394
% Sale 47% 41% 44% 50% 57% 53% 50%
% Rental 53% 59% 56% 50% 43% 47% 50%
Source: The Xpera Group, March, 2020
Commercial Construction
Commercial construction in the District is projected to be significant during the next six years with
6,860,000 square feet of commercial development in the planning stages and under construction,
including a 3.4 million square foot Amazon facility. There are also approximately 682 total hotel
rooms in five planned hotel projects.
Under Construction and Planned Commercial Development
Expected Delivery FY 2021 through FY 2026
Expected Delivery
Year 2021 2022 2023 2024 2025 2026 TOTAL
Industrial (Sq. Ft.) 700,000 500,000 400,000 400,000 400,000 400,000 2,800,000
Amazon (Sq. Ft.) 3,400,000 3,400,000
Office (Sq. Ft.) 10,000 10,000 150,000 150,000 10,000 150,000 480,000
Retail (Sq. Ft.) 15,000 20,000 20,000 20,000 90,000 15,000 180,000
Total (Sq. Ft.) 725,000 3,930,000 570,000 570,000 500,000 565,000 6,860,000
Hotels (Rooms) 153 179 _ 250 _ 100 682
Source: The Xpera Group March 2020
Miscellaneous Development
The City of Chula Vista has two major upcoming projects that are located in the District’s service
area: University Village and Sunroad East Otay Mesa Business Park (Sunroad Project). The Sunroad
Project is currently planned for a combination of 3,100 multi-family units and 843,000 square feet of
commercial space. University Village is a proposed campus of St. Katherine University which is
currently based in San Marcos. The land is also planned for a total of 1,597 residential units and 29.3
acres of industrial space.
18
Overview
Proposed Miscellaneous Development Activity
Chula Vista/Otay Mesa
Property Location Type Acres Est Date of
Completion
Sunroad East
Otay Mesa
Business Park
SR125 & Otay
Mesa Road
Mixed use, including 3,100
housing units, 78,000
square feet of retail space
and 765,000 square feet of
industrial/high tech space.
253 2025
Salt Creek Golf
Course
Hunte
Parkway, east
of SR125
164 acres to be sold, 80
acres to remain
undeveloped
245 2025
University Village Innovation
Center
First project: St. Katherine’s
University in planning with
1,000 students
1,281 2023
Brown Field Otay Mesa
Road
Airport with commercial
development
880 2038
Source: The Xpera Group March 2020
19
20
Overview
Strategic Planning Process
The District’s strategic planning process is designed to provide clarity, direction, and focus for its water service
and to ensure the agency is working toward a common goal. The primary purpose of the Strategic Plan is to
ensure alignment of the District’s mission, vision, values, and plan execution. Lastly, the Strategic Plan helps
the District manage its day-to-day operations and services, and reduce business risk.
The District’s Strategic Plan is developed using the Balanced Scorecard framework. Using this framework, the
District’s Strategic Plan is centered on four perspectives: customer, financial, internal business process, and
learning and growth. The key to this planning framework is that these perspectives are not developed in
isolation of each other, but as a unified set of strategies and objectives. This unified approach is clearly
understood throughout the District and by its governing Board.
Each of the four perspectives is explained below:
Customer: Focuses on performance related to customer service levels, satisfaction, brand, and confidence.
Financial: Focuses on the financial performance of the agency.
Internal Business Process: Focuses on business processes designed to deliver and improve customer
objectives and services.
Learning and Growth: Focuses on the agency’s culture and development of staff to ensure there
is a productive and skilled workforce in place.
In addition, the District uses the American Water Works Association’s (AWWA) utility benchmarking
performance indicators to monitor, track, and improve day-to-day essential tasks and services, which are
collected on a quarterly schedule. Execution of strategic objectives and industry-based performance
indicators are presented bi-annually to the public and Board.
The District’s current strategic plan is a continuation of the 2015-2018 plan, and it is the 6th multi-year plan
dating back to 2002. Led by the General Manager and management team, strategic sessions were held to
review risks, opportunities, and develop short and long-term goals. The team carefully examined and
prioritized operational and service goals ranging from enhancing customer engagement to pension liability.
In a special workshop held in December 2017, the District’s Board, along with an outside consultant,
reviewed and provided feedback on the 2019-2022 Strategic Plan and set in motion via the General
Manager, the direction to prepare, finalize, and complete the District’s new four-year plan. The complete
2019-2022 Strategic Plan is located on our website. The following pages reflect the District’s perspectives,
goals, key performance indicators, measurement methods, and targets for each department:
Key Performance Indicators: Administrative Services
Performance
Indicator Target
Enterprise
System
Availability
No less than 99.5%
availability per quarter
annually
FY 2019 (1)FY 2020 FY 2021
Target 99.5% 99.5% 99.5%
Actual 99.5% 99.5% 99.5% (2)
Performance
Indicator Target
Employee
Voluntary
Turnover Rate
Less than 5%
turnover annually
FY 2019 (1)FY 2020 FY 2021
Target 5.0% 5.0% 5.0%
Actual 3.7% 2.2% 0.0% (2)
Performance
Indicator Target
Training Hours
per Employee
12 hours or more per
employee annually
FY 2019 (1)FY 2020 FY 2021
Target 12.0 12.0 12.0
Actual 26.9 59.9 12.0 (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2021 projected performance indicator
Le
a
r
n
i
n
g
a
n
d
G
r
o
w
t
h
Goal Measurement
Method
Provide hands-on leadership, support,
and empowerment of staff, in order to
maintain an accountable high-
performing workforce.
Number of voluntary
resignations (not
including retirements)
/Average number of
employees
Le
a
r
n
i
n
g
a
n
d
G
r
o
w
t
h
Goal Measurement
Method
Provide hands-on leadership, support,
and empowerment of staff, in order to
maintain an accountable high-
performing workforce.
Total qualified training
hours for all
employees/ Average
number of full time
employees (FTE)
Overview
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
99.5% = 3.60 hours of
downtime per
month/1.83 days of
downtime in a year
21
Key Performance Indicators: Administrative Services (continued)
Performance
Indicator Target
Safety
Training
Program
24 hours or more per
field employee
annually
FY 2019 (1)FY 2020 FY 2021
Target 24.0 24.0 24.0
Actual 34.0 79.0 24.0 (2)
Performance
Indicator Target
Injury Incident
Rate(3)
No more than 6.8
incidents per 200,000
hours worked
annually
FY 2019 (1)FY 2020 FY 2021
Target 6.8 6.8 6.8
Actual 4.4 2.9 6.8 (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2021 projected performance indicator
(3) KPI based on calendar year and results would be available at 4th quarter of the following fiscal year
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
[200,000 (Number of
injuries and
illnesses)]/Employee
hours worked
Overview
Le
a
r
n
i
n
g
a
n
d
G
r
o
w
t
h
Goal Measurement
Method
Provide hands-on leadership, support,
and empowerment of staff, in order to
maintain an accountable high-
performing workforce.
Number of safety
training hours/
Number of field
employees (includes
mandated training)
22
Key Performance Indicators: Finance
Performance
Indicator Target
Answer Rate No less than 97% per
quarter annually
FY 2019 (1)FY 2020 FY 2021
Target 97.0% 97.0% 97.0%
Actual 98.4% 98.4% 97.0% (2)
Performance
Indicator Target
Billing
Accuracy
No less than 99.8%
per quarter annually
FY 2019 (1)FY 2020 FY 2021
Target 99.8% 99.8% 99.8%
Actual 99.9% 99.99% 99.8% (2)
Performance
Indicator Target
Percentage of
Customers
Paying Bills
Electronically
No less than 75% per
quarter annually
FY 2019 (1)FY 2020 FY 2021
Target 75.0% 75.0% 75.0%
Actual 78.7% 80.5% 75.0% (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2021 projected performance indicator
Goal
Execute and deliver services that meet or
exceed customer expectations, and
increase customer engagement in order
to improve District services.
Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Number of
customers paying
bills electronically/
Total number of
customers
Overview
Measurement
Method
Number of all calls
answered/Number of
all calls received
Goal Measurement
Method
Cu
s
t
o
m
e
r
Fi
n
a
n
c
i
a
l
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Number of correct
bills/Number of total
bills
Fi
n
a
n
c
i
a
l
Goal
23
Key Performance Indicators: Finance (continued)
Performance
Indicator Target
Overtime
Percentage
Less than 100% of the
budgeted overtime
per quarter annually
FY 2019 (1)FY 2020 FY 2021
Target 100.0% 100.0% 100.0%
Actual 129.0% 72.0% 100.0% (2)
Performance
Indicator Target
Sewer Rate
Ranking
Bottom 50th
percentile for the 28
sewer service
providers
in San Diego annually
FY 2019 (1)FY 2020 FY 2021
Target 14 14 14
Actual 3 5 5 (2)
Performance
Indicator Target
Water Rate
Ranking
Bottom 50th
percentile for the 22
member agencies in
San Diego annually
FY 2019 (1)FY 2020 FY 2021
Target 11 11 11
Actual 3 5 5 (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2021 projected performance indicator
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Otay percentage
ranking among
regional agencies
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Otay percentage
ranking or the
average bill for sewer
among regional
agencies
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Fi
n
a
n
c
i
a
l
Fi
n
a
n
c
i
a
l
Fi
n
a
n
c
i
a
l
Actual overtime
costs (including
comp time)
Overview
24
Key Performance Indicators: Finance (continued)
Performance
Indicator Target
Reserve Level No less than 85%
annually
FY 2019 (1)FY 2020 FY 2021
Target 85.0% 85.0% 85.0%
Actual 100.0% 100.0% 85.0% (2)
Performance
Indicator Target
Distribution
System Loss
Less than 5% per
quarter annually
FY 2019 (1)FY 2020 FY 2021
Target 5.0% 5.0% 5.0%
Actual 3.6% 3.8% 5.0% (2)
Performance
Indicator Target
Accounts per
Full-Time
Employee
(FTE)
407 accounts per
FTE annually
FY 2019 (1)FY 2020 FY 2021
Target 409.0 408.0 407.0
Actual 410.0 410.0 407.0 (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2021 projected performance indicator
Fi
n
a
n
c
i
a
l
Goal
Overview
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
100 [Volume
purchased–(volume
sold + volume
used)/Volume
purchased]
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Potable + Recycled +
Sewer Accounts/
Number of full-time
employees
Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Number of reserve
funds that meet or
exceed fund target
levels/Total number
of reserve funds
25
Key Performance Indicators: Finance (continued)
Performance
Indicator Target
O&M Cost per
Account
No more than $575
per account annually
FY 2019 (1)FY 2020 FY 2021
Target $571 $552 $575
Actual $548 $545 $575 (3)
Performance
Indicator Target
Water Debt
Coverage
Ratio
150% excluding
growth revenue
annually
FY 2019 (1)FY 2020 FY 2021
Target 150% 150% 150%
Actual 165% 188% 150% (3)
Performance
Indicator Target
Sewer Debt
Coverage
Ratio (3)
150% excluding
growth revenue
annually
FY 2019(1)FY 2020 FY 2021(2)
Target NA 150% 150%
Actual NA 1241% 150% (3)
(1)The first year of the FY 2019-2022 Strategic Plan
(2)FY 2021 is the first year for this key performance indicator
(3)FY 2021 projected performance indicator
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running
and sustaining District operations, with
the lowest possible impact to customers.
Qualified net
operating
revenue/Debt
Service
requirements
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running
and sustaining District operations, with
the lowest possible impact to customers.
Qualified net
operating
revenues/Debt
service requirements
Plan and execute sound financial
activities that are essential to running
and sustaining District operations, with
the lowest possible impact to customers.
Total O&M costs/
Number of Accounts Fi
n
a
n
c
i
a
l
Goal Measurement
Method
26
Overview
Key Performance Indicators: Water Operations
Performance
Indicator Target (1)
Technical
Quality
Complaint
No more than 7.1
complaints per 1,000
customer accounts
annually/7.1
FY 2019 (2)FY 2020 FY 2021
Target 7.10 7.10 7.10
Actual 3.55 3.51 4.0 (3)
Performance
Indicator Target
Planned
Potable Water
Maintenance
Ratio in $
66% of labor dollars
spent on preventative
maintenance per
quarter annually
FY 2019 (2)FY 2020 FY 2021
Target 66.0% 66.0% 66.0%
Actual 74.0% 76.9% 66.0% (3)
Performance
Indicator Target
Planned
Recycled
Maintenance
Ration in $
70% of labor dollars
spent on preventative
maintenance per
quarter annually
FY 2019 (2)FY 2020 FY 2021
Target 70.0% 70.0% 70.0%
Actual 74.0% 70.0% 70.0% (3)
(1)Target utilizes AWWA benchmark
(2)The first year of the FY 2019-2022 Strategic Plan
(3)FY 2021 projected performance indicator
Overview
Cu
s
t
o
m
e
r
Goal Measurement
Method
Execute and deliver services that meet or
exceed customer expectations, and
increase customer engagement in order
to improve District services.
1,000 (Number of
technical quality
complaints)]/
Number of active
customer accounts
per reporting period
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Total planned
maintenance
cost/Total
maintenance cost
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Total planned
maintenance
cost/Total
maintenance cost
27
Key Performance Indicators: Water Operations (continued)
Performance
Indicator Target
Planned
Wastewater
Maintenance
Ratio in $
77% of labor dollars
spent on preventative
maintenance per
quarter annually
FY 2019 (1)FY 2020 FY 2021
Target 77.0% 77.0% 77.0%
Actual 84.4% 91.6% 77.0% (2)
Performance
Indicator Target
Leak
Detection
Program
At least 20% of
system surveyed for
leaks annually
FY 2019 (1)FY 2020 FY 2021
Target 20.0% 20.0% 20.0%
Actual 20.0% 20.0% 20.0% (2)
Performance
Indicator Target
Direct Cost of
Treatment per
MGD
No more than $1,050
per MG spent on
wastewater treatment
annually
FY 2019(1)FY 2020 FY 2021
Target $1,050 $1,050 $1,050
Actual $1,072 $771.50 $1,050 (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2021 projected performance indicator
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Percentage
distribution system
surveyed for leaks
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Total O&M costs
directly attributable to
sewer treatment/
Total volume
(in MGD)
Overview
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Total planned
maintenance
cost/Total
maintenance cost
28
Key Performance Indicators: Water Operations (continued)
Performance
Indicator Target
Percent of
Preventative
Maintenance
Completed -
Reclamation
Plant
No less than 90% per
quarter annually
FY 2019 (1)FY 2020 FY 2021
Target 90.0% 90.0% 90.0%
Actual 98.0% 100.0% 90.0% (2)
Performance
Indicator Target
Percent of
Preventative
Maintenance
Completed -
Fleet
Maintenance
No less than 90% per
quarter annually
FY 2019 (1)FY 2020 FY 2021
Target 90.0% 90.0% 90.0%
Actual 98.5% 95.9% 90.0% (2)
Performance
Indicator Target
Percent of
Preventative
Maintenance
Completed -
Pump/Electric
No less than 90% per
quarter annually
FY 2019 (1)FY 2020 FY 2021
Target 90.0% 90.0% 90.0%
Actual 100.0% 100.0% 90.0% (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2021 projected performance indicator
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
Number of PM's
completed/Number
of PM's scheduled to
be completed
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
Number of PM's
completed/Number
of PM's scheduled to
be completed
Overview
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
P
r
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
Number of PM's
completed/Number
of PM's scheduled to
be completed
29
Key Performance Indicators: Water Operations (continued)
Performance
Indicator Target
System Valve
Exercising
Program
3,080 valves exercised
annually
FY 2019 (1)FY 2020 FY 2021
Target 3,080 3,080 3,080
Actual 3,298 2,969 3,080 (2)
Performance
Indicator Target (3)
Potable Water
Distribution
System
Integrity
No more than 16
leaks or breaks per
100 miles of
distribution piping
annually/16.1
FY 2019 (1)FY 2020 FY 2021
Target 16.0 16.0 16.0
Actual 8.4 7.6 16.0 (2)
Performance
Indicator Target
Recycled
Water System
Integrity
No more than 6.6
leaks or breaks per
100 miles of recycled
distribution system
annually
FY 2019 (1)FY 2020 FY 2021
Target 6.6 6.6 6.6
Actual 4.5 0.96 2.7 (2)
(1)The first year of the FY 2019-2022 Strategic Plan
(2)FY 2021 projected performance indicator
(3)Target utilizes AWWA benchmark
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
[100 (Collection
system failure)]/
Total miles of
collection system
piping
Overview
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
[100 (Annual total
number of leaks &
breaks)]/
Total miles of
distribution pipes
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
Actual number of
valves exercised
30
Key Performance Indicators: Water Operations (continued)
Performance
Indicator Target (1)
Potable Water
Compliance
Rate
No less than 100%
per quarter
annually/100%
FY 2019 (2)FY 2020 FY 2021
Target 100.0% 100.0% 100.0%
Actual 100.0% 100.0% 100.0% (3)
Performance
Indicator Target (1)
Sewer
Overflow
Rate
0 Overflows per
quarter annually/0
FY 2019 (2)FY 2020 FY 2021
Target 0 0 0
Actual 1 1 0 (3)
Performance
Indicator Target
Emergency
Facility Power
Testing
Test 100% of all
facilities scheduled
per quarter to have all
emergency facilities
tested annually
FY 2019 (2)FY 2020 FY 2021
Target 36 36 36
Actual 38 26 36 (3)
(1) Target utilizes AWWA benchmark
(2) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(3) FY 2021 projected performance indicator
Overview
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
P
r
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
[100 (Total number of
sewer
overflows)]/Total
miles of pipe in the
sewage collection
system
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
P
r
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
Number of facilities
and generators
tested/Total facilities
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
All primary health
regulations are met
31
Key Performance Indicators: Water Operations (continued)
Performance
Indicator Target
Main Flushing
and Hydrant
Maintenance
215 or more mains
flushed and fire
hydrants maintained
annually
FY 2019 (1)FY 2020 FY 2021
Target 215 215 215
Actual 601 413 215 (2)
Performance
Indicator Target
Critical Valve
Exercising
631 critical valves
exercised annually
FY 2019 (1)FY 2020 FY 2021
Target 631 631 631
Actual 631 631 631 (2)
Performance
Indicator Target
Tank
Inspection and
Cleaning
No less than 8
potable water storage
tanks and/or
reservoirs cleaned
annually
FY 2019 (1)FY 2020 FY 2021
Target 8 8 8
Actual 7 11 8 (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2021 projected performance indicator
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
Number of tanks
cleaned and
inspected annually
Overview
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
Number of mains
flushed and fire
hydrants maintained
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
Cumulative number
of mains flushed plus
hydrants maintained
32
Key Performance Indicators: Engineering
Performance
Indicator Target
CIP Project
Expenditures
vs. Budget
95%-100% of
budget, but not to
exceed 100%
annually
FY 2019 (1)FY 2020 FY 2021
Target 95.0% 95.0% 95.0%
Actual 104.8% 87.3%
95.0% (2)
Performance
Indicator Target
Construction
Change Order
Incidence
No more than
5% annually
FY 2019 (1)FY 2020 FY 2021
Target 5.0% 5.0% 5.0%
Actual 3.1% 4.8%
5.0% (2)
Performance
Indicator Target
Mark-out
Accuracy
No less than 100%
per quarter annually
FY 2019 (1)FY 2020 FY 2021
Target 100.0% 100.0% 100.0%
Actual 99.95% 100.0%
100.0% (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2021 projected performance indicator
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running
and sustaining District operations, with
the lowest possible impact to
customers.
Total cost of change
orders (not including
allowances)/Total original
construction contract
amount (not including
allowances)'
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by
continually improving essential
processes, invest in strategic
technology, and achieve new
efficiencies.
Number of mark-outs
performed without an at-
fault hit/Total number of
mark-outs performed
Overview
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running
and sustaining District operations, with
the lowest possible impact to
customers.
Actual quarterly
expenditures/
Annual budget
33
Key Performance Indicators: Engineering (continued)
Performance
Indicator Target
Project
Closeout Time
No more than a
45 day average per
quarter annually
FY 2019 (1)FY 2020 FY 2021
Target 45.0 45.0 45.0
Actual 37.0 37.3 45.0 (2)
Performance
Indicator Target
Annual
Recycled
Water Site
Inspections
100% of recycled
water sites
inspected annually
FY 2019 (1)FY 2020 FY 2021
Target 100.0% 100.0% 100.0%
Actual 100.0% 100.0% 100.0% (2)
Performance
Indicator Target
Recycled
Water
Shutdown
Testing
90% of recycled site
shutdown tests
performed annually
FY 2019 (1)FY 2020 FY 2021
Target 90.0% 90.0% 90.0%
Actual 100.0% 96.4% 90.0% (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2021 projected performance indicator
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by
continually improving essential
processes, invest in strategic
technology, and achieve new
efficiencies.
Percentage of recycled
sites inspected per year of
those required by the
Department of
Environmental Health
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by
continually improving essential
processes, invest in strategic
technology, and achieve new
efficiencies.
Percentage of recycled
water use sites per year
compared to those
scheduled
Overview
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
P
r
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by
continually improving essential
processes, invest in strategic
technology, and achieve new
efficiencies.
Number of days between
Notice of Substantial
Completion and Notice of
Completion for all
construction projects
within the quarter/Number
of construction projects
34
Key Performance Indicators: Engineering (continued)
Performance
Indicator Target
Easement
Desktop
Evaluation and
Field
Inspection (1)
100% of easements
evaluated and
inspected annually
FY 2019 (1)(2)FY 2020 FY 2021
Target 100.0% 100.0% 100.0%
Actual 129.0% 188.0% 100.0% (3)
(1)The first year of the FY 2019-2022 Strategic Plan
(2)The first year for this key performance measure
(3)FY 2021 projected performance indicator
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Overview
Improve business services by
continually improving essential
processes, invest in strategic
technology, and achieve new
efficiencies.
Number of Actual
Easements Evaluated and
Inspected/Total Number
of Easements
35
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36
Capital Budget
The District provides water service to a population of approximately 225,870, which is expected to
ultimately increase to 319,000 by the year 2050. 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 $280 million in capital assets
through ultimate build-out. The Fiscal Year 2021 Capital Budget is $8.5 million and the six-year
Capital Improvement Program (CIP) totals $92.3 million. The CIP is consistent with the District's
Water Facilities Master Plan, Sewer System Master Plan, current capacity fees, and the District's
strategic financial objectives. This CIP Budget document contains the descriptions, justifications,
expenditures, and funding for all the identified projects to ultimate build-out.
The District’s Capital Improvement Program (CIP)
The planning, design, and construction costs of all capital facilities within three business segments
(Potable Water, Recycled Water and Sewer) are allocated to four cost types and corresponding fund
categories: Expansion, Betterment, Replacement, and/or New Water Supply. The allocation to these
four cost types is defined in the District’s Capital Improvement Program (CIP) and is determined by
an engineering analysis that identifies which type of customer will benefit from each facility, planned
or existing. The costs of the capital improvements are borne by either existing users or by the
developing areas, or by a combination of the two, as applicable. Alternative funding sources are not
identified until they have been secured. Any secured alternative funding sources will be noted in the
project schedule.
The following are general descriptions of the four fund categories:
Expansion
Facilities required to support new or future users are funded from capacity fees or user rates.
Betterment
Facilities required because of inadequate capacity or new requirements that benefit existing users
are funded from availability, betterment fees, or rates.
Replacement
Facilities required to renew or replace existing facilities that have deteriorated or have exceeded their
useful life are funded from user rates.
New Water Supply
Facilities required to support new sources of water are funded from new supply fees or user rates.
37
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 forward
to the General Manager (GM) for approval. Once approved by the GM, projects are added to the
CIP budget.
38
Capital 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. For the
Fiscal Years 2021 through 2026 capital improvement program budget, the District anticipates that
the recent economic slowdown will increase the number of bids on future projects. 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 Federal tariffs
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. In addition,
Engineering staff have identified projects that can be grouped together to attract bidders.
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 $20,000 for infrastructure related items (as defined under capital
equipment on page 296 of the Glossary) and have a useful life of at least two years and the cost is
based on current costs.
39
FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 Total
Beginning Balance 36,047$ 35,313$ 30,769$ 34,778$ 39,149$ 48,993$ 36,047$
Sources
Capacity Fees 2,555 3,189 6,295 9,251 9,428 8,011 38,729
Debt financing - - 5,500 3,225 15,250 - 23,975
Grants - 260 260 260 - - 780
Interest 266 329 325 367 440 439 2,166
Temporary Meters 1,251 1,254 1,257 1,260 1,264 1,267 7,553
Availability (Betterment Portion)716 743 771 801 832 864 4,727
New Supply Fee 278 - - - - - 278
COPS 2010B Reimbursement 782 781 781 781 781 757 4,663
Transfer from General Fund 13,174 12,878 14,060 16,289 13,712 12,196 82,309
Interfund Transfers 65 87 87 87 87 87 500
Total Sources 19,087 19,521 29,336 32,321 41,794 23,621 165,680
Uses
CIP Projects 8,461 12,642 13,758 16,081 20,418 20,896 92,256
Debt Service 9,491 9,545 9,672 9,953 9,597 10,020 58,278
Developer Services 1,869 1,878 1,897 1,916 1,935 1,955 11,450
Total Uses 19,821 24,065 25,327 27,950 31,950 32,871 161,984
Net Sources (Uses)(734) (4,544) 4,009 4,371 9,844 (9,250) 3,696
Ending Balance 35,313$ 30,769$ 34,778$ 39,149$ 48,993$ 39,743$ 39,743$
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.
-
5,000
10,000
15,000
20,000
25,000
30,000
35,000
40,000
45,000
FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026
CIP SOURCES OF FUNDS
($1,000)
Capacity Fees Debt financing
Grants Interest
Temporary Meters Availability (Betterment Portion)
New Supply Fee COPS 2010B Reimbursement
Transfer from General Fund Interfund Transfers
-
5,000
10,000
15,000
20,000
25,000
30,000
35,000
FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026
CIP USES OF FUNDS
($1,000)
CIP Projects Debt Service Developer Services
40
FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 Total
Source
Expansion 69$ 168$ 316$ 801$ 1,186$ 1,018$ 3,558$
Betterment 1,684 2,727 1,945 2,543 3,974 3,471 16,344
Replacement 6,551 9,682 11,432 12,734 15,255 16,376 72,030
New Supply 157 65 65 3 3 31 324
Total 8,461$ 12,642$ 13,758$ 16,081$ 20,418$ 20,896$ 92,256$
FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 Total
Fund
Potable 6,565$ 10,269$ 12,123$ 14,439$ 16,741$ 18,004$ 78,141$
Recycled 1,419 1,656 615 370 2,285 917 7,262
Sewer 477 717 1,020 1,272 1,392 1,975 6,853
Total 8,461$ 12,642$ 13,758$ 16,081$ 20,418$ 20,896$ 92,256$
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
$25
FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026
Six-Year CIP Projects by Funding Source, in Thousands ($)
Expansion Betterment Replacement New Supply
$-
$5
$10
$15
$20
$25
FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026
Six-Year CIP Projects by Fund, in Thousands ($)
Potable Recycled Sewer
41
Expansion
CIP No CIP Project Title FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 Total
P2040 (1), (3)Res - 1655-1 Reservoir 0.5 MG 8$ 85$ 163$ 372$ 481$ 395$ 1,504$
P2494 Multiple Species Conservation Plan 25 25 20 - - - 70
P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way 1 1 1 1 145 1 150
P2642 (3)Rancho Jamul Pump Station Replacement 2 2 51 225 326 155 760
R2084 (1)RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media 1 1 1 1 1 358 363
S2069 (3)Cottonwood Sewer Pump Station Renovation 19 38 63 175 200 75 569
S2071 (3)San Diego Metro Wastewater Capital Improvements 14 17 17 27 34 34 143
Total Expansion 69$ 168$ 316$ 801$ 1,186$ 1,018$ 3,558$
Potable 35$ 113$ 235$ 598$ 951$ 551$ 2,483$
Recycled 1 1 1 1 1 358 363
Sewer 32 55 80 202 234 109 712
Total Expansion 69$ 168$ 316$ 801$ 1,186$ 1,018$ 3,558$
Betterment
CIP No CIP Project Title FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 Total
P2040 (1), (3)Res - 1655-1 Reservoir 0.5 MG 17.3 189.8 362.3 828.0 1,069.5 879.8 3,347
P2451 (3)Otay Mesa Desalination Conveyance and Disinfection System 4 7 7 7 7 69 100
P2521 Large Meter Vault Upgrade Program 75 75 60 50 - - 260
P2578 (1)PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm 8 85 209 806 1,581 1,581 4,270
P2619 (1)PS - Temporary Lower Otay Pump Station Redundancy 345 138 138 - - - 621
P2626 803-4 Reservoir Water Quality Improvements – PAX System Purchase 25 50 50 25 - - 150
P2630 624-3 Reservoir Automation of Chemical Feed System 25 175 300 5 65 50 620
P2642 (3)Rancho Jamul Pump Station Replacement 4 4 114 500 725 345 1,691
P2652 520 to 640 Pressure Zone Conversion 60 85 10 10 10 55 230
P2653 1200 Pressure Zone Improvements 150 200 75 - - - 425
P2654 Heritage Road Interconnection Improvements 10 85 85 - - - 180
P2656 Regulatory Site Desilting Basin Improvements 30 100 - - - - 130
P2658 832-1 Pump Station Modifications 50 100 50 - 190 200 590
P2664 Otay Mesa Dual Piping Modification Program 55 50 50 50 50 90 345
P2668 Implementation of PSIcapture Software for Accounts Payable Invoice 25 - - - - - 25
P2669 Fuel Tank Safety and Integrity 26 35 39 - - - 100
P2674 System Pressure Reducing Program 50 10 10 10 10 10 100
R2117 RWCWRF Disinfection System Improvements 240 1,000 240 20 - - 1,500
R2120 (1)RWCWRF Filtered Water Storage Tank Improvements 400 225 25 - - - 650
R2157 RWCWRF Backwash Supply Pumps Upgrade 25 35 13 3 - - 75
S2024 (2)Campo Road Sewer Main Replacement 5 3 3 - - - 10
S2043 (3)RWCWRF Sludge Handling System 1 1 1 1 1 50 55
S2047 Asset Management - Info Master Sewer Implementation 5 5 9 - - - 19
S2069 Cottonwood Sewer Pump Station Renovation 19 38 63 175 200 75 569
S2070 Hidden Mountain Sewer Pump Station Wet Well Renovation 5 - - - - - 5
S2071 (3)San Diego Metro Wastewater Capital Improvements 26 33 33 53 66 66 277
Total Betterment 1,684$ 2,728$ 1,945$ 2,543$ 3,974$ 3,471$ 16,344$
Potable 958$ 1,389$ 1,559$ 2,291$ 3,707$ 3,280$ 13,184$
Recycled 665 1,260 278 23 - - 2,225
Sewer 61 79 108 229 267 191 935
Total Betterment 1,684$ 2,728$ 1,945$ 2,543$ 3,974$ 3,471$ 16,344$
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Partially funded by 2018A Water Revenue Bonds.
(2) Project may by funded with Sewer Debt proceeds.
(3) Project expenditures go beyond FY 2026. See project detail sheet for more information.
42
Replacement
CIP No CIP Project Title FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 Total
P2083 (1)PS - 870-2 Pump Station Replacement 46 2 2 - - - 50
P2174 (1)PS - 1090-1 Pump Station Upgrade 375 850 525 120 - - 1,870
P2282 (3)Vehicle Capital Purchases 315 405 250 200 210 200 1,580
P2286 (3)Field Equipment Capital Purchases 57 60 60 60 60 60 357
P2405 (1), (3)PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road 25 150 425 500 200 140 1,440
P2451 (3)Otay Mesa Desalination Conveyance and Disinfection System - - - - - - -
P2453 (1), (3)SR-11 Utility Relocations 50 100 100 150 200 300 900
P2460 I.D. 7 Trestle and Pipeline Demolition 50 150 350 70 90 17 727
P2485 SCADA - Infrastructure and Communications Replacement 100 95 25 - - - 220
P2508 Pipeline Cathodic Protection Replacement Program 10 - - - - - 10
P2516 (1)PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage - - 75 125 400 400 1,000
P2533 1200-1 Reservoir Interior & Exterior Coating 400 350 310 5 50 120 1,235
P2539 South Bay Bus Rapid Transit (BRT) Utility Relocations 40 40 20 - - - 100
P2543 850-1 Reservoir Interior/Exterior Coating 375 400 300 5 5 115 1,200
P2546 980-2 Reservoir Interior/Exterior Coating 15 - - - - - 15
P2553 (1), (3)Heritage Road Bridge Replacement and Utility Relocation 25 25 25 425 1,350 1,700 3,550
P2555 Administration and Operations Parking Lot Improvements 30 - - - - - 30
P2561 (1)Res - 711-3 Reservoir Cover/Liner Replacement 30 - - - - - 30
P2562 Res - 571-1 Reservoir Cover/Liner Replacement 10 1 1 1 86 86 185
P2563 (3)Res - 870-1 Reservoir Cover/Liner Replacement 5 5 5 5 5 150 175
P2565 803-2 Reservoir Interior/Exterior Coating & Upgrades 10 10 5 5 5 165 200
P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades - 20 850 40 5 235 1,150
P2571 Data Center Network Data Storage and Infrastructure Enhancements 130 130 30 - - - 290
P2572 (3)Enterprise Resource Planning (ERP) Replacement 80 50 - - - - 130
P2573 (3)PL - 12-Inch Pipeline Replacement, 803 Zone, Hillsdale Road 4 4 - - - - 8
P2574 (1)PL - 12-Inch Pipeline Replacement, 978 Zone, Vista Vereda 5 - - - - - 5
P2578 (1), (3)PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm 17 190 466 1,794 3,519 3,519 9,505
P2584 (3)Res - 657-1 and 657-2 Reservoir Demolitions - - - - - 50 50
P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades 10 895 110 5 30 - 1,050
P2594 Large Meter Replacement 1 1 1 77 25 60 165
P2604 AMR Change-Out 250 250 40 - - - 540
P2605 (1)458/340 PRS Replacement, 1571 Melrose Ave 60 325 225 40 - - 650
P2607 Douglas Ave SWA and OWD Interconnection Upgrade 45 - - - - - 45
P2608 (1)PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple 200 50 100 300 400 695 1,745
P2609 (1)PL - 8-inch, 1004 Zone, Eucalyptus St, Coronado/Date/La Mesa 900 165 25 300 400 110 1,900
P2610 (3)Valve Replacement Program - Phase 1 100 175 400 400 400 400 1,875
P2611 (1), (3)Quarry Road Bridge Replacement and Utility Relocation 25 10 10 10 10 210 275
P2612 (1)PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Rd 75 500 350 90 55 60 1,130
P2614 485-1 Reservoir Interior/Exterior Coating - - 20 800 200 130 1,150
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Partially funded by 2018A Water Revenue Bonds.
(2) Project may by funded with Sewer Debt proceeds.
(3) Project expenditures go beyond FY 2026. See project detail sheet for more information.
43
Replacement, Continued
CIP No CIP Project Title FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 Total
P2615 (1), (3)PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande 10 250 600 1,500 100 150 2,610
P2616 (1)PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Dr/Vista Sierra Dr 425 1,100 1,400 900 25 150 4,000
P2617 Lobby Security Enhancements 20 20 20 20 - - 80
P2623 Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum Valve Replacements30 300 10 - - - 340
P2625 (1)PL - 12-inch, 978 Zone, Hidden Mesa Road 10 - - - - - 10
P2627 (1)458/340 PRS Replacement, 1505 Oleander Ave 60 325 225 15 - - 625
P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades - - 5 40 500 705 1,250
P2638 Buildings and Grounds Refurbishments 25 50 14 - - - 89
P2639 Vista Diego Hydropneumatic Pump Station Replacement 50 150 900 1,500 175 - 2,775
P2640 Portable Trailer Mounted VFD Pumps 30 - - - - - 30
P2646 North District Area Cathodic Protection Improvements 25 125 325 450 275 - 1,200
P2647 (3)Central Area Cathodic Protection Improvements 5 25 45 275 500 350 1,200
P2648 Otay Mesa Area Cathodic Protection Improvements 200 250 50 40 - - 540
P2649 HVAC Equipment Purchase 20 15 30 40 - - 105
P2655 La Presa Pipeline Improvements 180 150 575 550 170 50 1,675
P2657 (3)1485-1 Reservoir Interior/Exterior Coating & Upgrades - - - 5 25 900 930
P2659 District Boardroom Improvements 20 50 50 - - - 120
P2661 Replacement of Backflow Prevention Devices on Pipeline Interconnections on Otay Mesa75 75 75 75 65 5 370
P2662 (3)Potable Water Meter Change Out - - 20 30 1,900 2,000 3,950
P2663 (3)Potable Water Pressure Vessel Program 25 25 375 400 425 425 1,675
P2665 (3)PL - 12-inch Pipeline Replacement, 870 Zone, Cactus Road 5 5 25 25 25 25 110
P2666 (3)Low Head and High Head Pump Stations Demolition 25 25 25 25 50 50 200
P2667 Small Meter Testing Bench 150 100 - - - - 250
P2670 Administration and Operations Roof Repairs and Replacement 5 5 5 5 25 280 325
P2671 980 Reservoirs Altitude Valve Vaults Renovation 120 170 10 - - - 300
P2672 District Roof Repairs and Replacement Program 25 25 125 25 75 100 375
P2673 (3)803-4 Reservoir Interior/Exterior Coating - - - - - 30 30
P2675 458-1 and 458-2 Reservoir Site Pavement Refurbishment 5 55 250 100 40 - 450
R2121 Res - 944-1 Reservoir Cover/Liner Replacement 5 5 30 50 2,000 289 2,379
R2143 AMR Change-Out 130 35 25 - - - 190
R2144 RWCWRF Roofing Replacement and Natural Light Enhancement (R)100 40 35 - - - 175
R2146 Recycled Pipeline Cathodic Protection Improvements 25 25 150 250 200 25 675
R2147 RWCWRF Fuel Lines Replacement 2 5 - - - - 7
R2148 (2)Large Meter Replacement - Recycled 10 9 8 8 8 - 43
R2152 (3)Recycled Water Meter Change-Out - - 10 10 50 60 130
R2153 Recycled Water Pressure Vessel Program 1 1 1 1 1 45 50
R2154 RWCWRF Entrance Storm Water Improvements (R)115 10 - - - - 125
R2156 (3)RecPL - 14-inch RWCWRF Effluent Force Main Improvements 250 65 10 10 25 140 500
R2157 RWCWRF Backwash Supply Pumps Upgrade 75 105 38 8 - - 225
R2158 RWCWRF Stormwater Pond Improvements (R)40 95 30 10 - - 175
S2012 (3)San Diego County Sanitation District Outfall and RSD Outfall
Replacement
5 5 125 125 125 150 535
S2024 (2)Campo Road Sewer Main Replacement 5 3 3 - - - 10
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Partially funded by 2018A Water Revenue Bonds.
(2) Project may by funded with Sewer Debt proceeds.
(3) Project expenditures go beyond FY 2026. See project detail sheet for more information.
44
Replacement, Continued
CIP No CIP Project Title FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 Total
S2049 Calavo Basin Sewer Rehabilitation - Phase 2 25 190 450 300 20 - 985
S2050 (3)Rancho San Diego Basin Sewer Rehabilitation - Phase 2 5 5 10 20 180 800 1,020
S2054 (3)Calavo Basin Sewer Rehabilitation - Phase 3 - - - - 10 100 110
S2060 (3)Steele Canyon Pump Station Replacement - - - 10 40 250 300
S2061 RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S) 50 100 40 - - - 190
S2066 (3)Rancho San Diego Basin Sewer Rehabilitation - Phase 3 - - - - 5 25 30
S2067 RWCWRF Roofing Replacement and Natural Light Enhancement (S)75 75 24 - - - 174
S2069 (3)Cottonwood Sewer Pump Station Renovation 38 75 125 350 400 150 1,138
S2072 (3)RWCWRF Rotary Screen Replacement 1 1 1 1 11 100 115
S2073 RWCWRF Entrance Storm Water Improvements (S)115 10 - - - - 125
S2074 RWCWRF Stormwater Pond Improvements (S)40 95 30 10 - - 175
S2075 (3)Field Equipment Capital Purchases 25 25 25 25 100 100 300
Total Replacement 6,552$ 9,681$ 11,433$ 12,735$ 15,255$ 16,376$ 72,031$
Potable 5,415$ 8,703$ 10,264$ 11,547$ 12,080$ 14,142$ 62,151$
Recycled 753 395 337 347 2,284 559 4,674
Sewer 384 584 833 841 891 1,675 5,207
Total Replacement 6,552$ 9,681$ 11,433$ 12,735$ 15,255$ 16,376$ 72,031$
New Supply
CIP No CIP Project Title FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 Total
P2451 (3)Otay Mesa Desalination Conveyance and Disinfection System 2 3 3 3 3 31 45
P2619 (1)PS - Temporary Lower Otay Pump Station Redundancy 155 62 62 - - - 279
Total New Supply 157$ 65$ 65$ 3$ 3$ 31$ 324$
Potable 157$ 65$ 65$ 3$ 3$ 31$ 324$
Total New Supply 157$ 65$ 65$ 3$ 3$ 31$ 324$
Summary by Source
Funding Source FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 Total
Expansion 69 168 316 801 1,186 1,018 3,558$
Betterment 1,684 2,727 1,945 2,543 3,974 3,471 16,344
Replacement 6,551 9,682 11,432 12,734 15,255 16,376 72,030
New Supply 157 65 65 3 3 31 324
Total CIP by Funding Source 8,461$ 12,642$ 13,758$ 16,081$ 20,418$ 20,896$ 92,256$
Summary by Fund
Fund FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 Total
Potable 6,565 10,269 12,123 14,439 16,741 18,004 78,141$
Recycled 1,419 1,656 615 370 2,285 917 7,262$
Sewer 477 717 1,020 1,272 1,392 1,975 6,853$
Total CIP by Fund 8,461$ 12,642$ 13,758$ 16,081$ 20,418$ 20,896$ 92,256$
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Partially funded by 2018A Water Revenue Bonds.
(2) Project may by funded with Sewer Debt proceeds.
(3) Project expenditures go beyond FY 2026. See project detail sheet for more information.
45
Capital Budget
Major CIP Projects
46
Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
P2040
P2083
P2174
P2282
P2286
P2405
P2451
P2453
P2460
P2485
P2494
P2508
P2516
P2521
P2533
P2539
P2543
P2546
P2553
P2555
P2561
P2562
P2563
P2565
P2567
P2571
P2572
P2573
Data Center Network Data Storage and Infrastructure
Enhancements
7/1/2018 6/30/2023
Enterprise Resource Planning (ERP) Replacement 7/1/2021 6/30/2030
PL - 12-Inch Pipeline Replacement, 803 Zone, Hillsdale
Road
7/1/2016 3/1/2021
Planning Design Construction Warranty Capital Purchases Reimbursement Agreement
1/1/2018 6/30/2026
1004-2 Reservoir Interior/Exterior Coating & Upgrades 1/4/2022 6/30/2026
Res - 571-1 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2026
Res - 870-1 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2028
803-2 Reservoir Interior/Exterior Coating & Upgrades
Administration and Operations Parking Lot Improvements 7/1/2015 6/30/2021
Res - 711-3 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2021
980-2 Reservoir Interior/Exterior Coating 1/1/2017 6/30/2021
Heritage Road Bridge Replacement and Utility Relocation 7/1/2014 12/30/2028
South Bay Bus Rapid Transit (BRT) Utility Relocations 7/1/2013 6/30/2023
850-1 Reservoir Interior/Exterior Coating 1/2/2018 6/30/2027
Large Meter Vault Upgrade Program 8/1/2016 6/30/2024
1200-1 Reservoir Interior & Exterior Coating 6/1/2016 6/30/2026
Pipeline Cathodic Protection Replacement Program 7/1/2010 6/30/2021
PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 7/1/2021 6/30/2026
SCADA - Infrastructure and Communications
Replacement
7/1/2009 6/30/2023
Multiple Species Conservation Plan 7/1/2009 6/30/2023
SR-11 Utility Relocations 7/1/2006 6/30/2027
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
Vehicle Capital Purchases 12/1/2000 6/30/2026
Field Equipment Capital Purchases 7/1/1996 6/30/2028
PS - 870-2 Pump Station Replacement 7/1/2013 6/30/2022
Six-Year CIP Projects Schedule
FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026
PS - 1090-1 Pump Station Upgrade 7/1/2017 6/30/2024
Q1
Res - 1655-1 Reservoir 0.5 MG 7/1/2015 10/31/2026
CIP No Project Title Start Finish
47
Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
P2574
P2578
P2584
P2593
P2594
P2595
P2604
P2605
P2607
P2608
P2609
P2610
P2611
P2612
P2614
P2615
P2616
P2617
P2619
P2623
P2625
P2626
P2627
P2630
P2631
P2638
P2639
P2640
P2642
P2646
P2647
FY 2022 FY 2023 FY 2024 FY 2025 FY 2026
Q1
Portable Trailer Mounted VFD Pumps 7/1/2018 6/30/2021
Rancho Jamul Pump Station Replacement 7/1/2018 6/30/2026
North District Area Cathodic Protection Improvements 7/1/2019 6/30/2024
Central Area Cathodic Protection Improvements 7/1/2020 6/30/2028
Planning Design Construction Warranty Capital Purchases Reimbursement Agreement
Vista Diego Hydropneumatic Pump Station Replacement 7/1/2018 6/30/2025
624-3 Reservoir Automation of Chemical Feed System 4/1/2020 6/30/2026
1485-2 Reservoir Interior/Exterior Coating & Upgrades 2/1/2023 6/30/2026
Buildings and Grounds Refurbishments 7/1/2018 6/30/2023
803-4 Reservoir Water Quality Improvements – PAX
System Purchase
7/1/2019 6/30/2024
458/340 PRS Replacement, 1505 Oleander Avenue 7/1/2018 6/30/2024
Central Area to Otay Mesa Interconnection Pipelines
Combination Air/Vacuum Valve Replacements
7/1/2017 6/30/2023
PL - 12-inch, 978 Zone, Hidden Mesa Road 7/1/2017 6/30/2021
Lobby Security Enhancements 7/1/2017 6/30/2024
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 6/30/2026
PL - 12-Inch Pipeline Replacement, 978 Zone, Pence
Dr/Vista Sierra Dr
7/1/2017 6/30/2024
PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon
Rd
7/1/2017 12/31/2025
485-1 Reservoir Interior/Exterior Coating 1/1/2023 6/30/2025
Valve Replacement Program - Phase 1 7/1/2017 6/30/2026
Quarry Road Bridge Replacement and Utility Relocation 7/1/2017 8/31/2029
PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple 7/1/2017 12/30/2026
PL - 8-inch, 1004 Zone, Eucalyptus St, Coronado/Date/La
Mesa
7/1/2018 6/30/2026
458/340 PRS Replacement, 1571 Melrose Ave 7/1/2017 6/30/2024
Douglas Ave SWA and OWD Interconnection Upgrade 7/1/2017 6/30/2021
PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main
St/Energy Way
1/1/2006 6/30/2026
AMR Change-Out 1/1/2017 6/30/2023
458-1 Reservoir Interior/Exterior Coating & Upgrades 2/1/2021 7/30/2024
Large Meter Replacement 7/1/2016 6/30/2026
PS - 711-2 (PS 711-1 Replacement and Expansion) -
14,000 gpm
7/1/2021 6/30/2028
Res - 657-1 and 657-2 Reservoir Demolitions 12/31/2025 6/30/2032
PL - 12-Inch Pipeline Replacement, 978 Zone, Vista
Vereda
7/1/2016 6/30/2021
Six-Year CIP Projects Schedule
Continued
CIP No Project Title Start Finish
FY 2021
48
Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
P2648
P2649
P2652
P2653
P2654
P2655
P2656
P2657
P2658
P2659
P2661
P2662
P2663
P2664
P2665
P2666
P2667
P2668
P2669
P2670
P2671
P2672
P2673
P2674
P2675
R2084
R2117
R2120
R2121
R2143
R2144
FY 2023 FY 2024 FY 2025 FY 2026
Q1
FY 2022
RWCWRF Roofing Replacement and Natural Light
Enhancement (R)
7/1/2020 6/30/2023
Planning Design Construction Warranty Capital Purchases Reimbursement Agreement
Res - 944-1 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2026
AMR Change-Out 1/7/2017 6/30/2023
RWCWRF Disinfection System Improvements 7/1/2015 6/30/2024
RWCWRF Filtered Water Storage Tank Improvements 7/1/2015 6/30/2023
458-1 and 458-2 Reservoirs Site Pavement
Refurbishment
7/1/2020 6/30/2025
RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media 7/1/2004 6/30/2026
803-4 Reservoir Interior/Exterior Coating 1/5/2026 6/4/2027
System Pressure Reducing Program 7/1/2020 6/30/2026
980 Reservoirs Altitude Valve Vaults Renovation 7/1/2020 6/30/2023
District Roof Repairs and Replacement Program 7/1/2020 6/30/2026
Fuel Tank Safety and Integrity 7/1/2020 6/30/2023
Administration and Operations Roof Repairs and
Replacement
7/1/2020 6/30/2026
Small Meter Testing Bench 7/1/2020 6/30/2022
Implementation of PSIcapture Software for Accounts
Payable Invoice
7/1/2020 6/30/2021
PL - 12-inch Pipeline Replacement, 870 Zone, Cactus
Road
7/1/2020 6/30/2030
Low Head and High Head Pump Stations Demolition 7/1/2020 6/30/2030
Potable Water Pressure Vessel Program 7/1/2019 6/30/2035
Otay Mesa Dual Piping Modification Program 7/1/2016 6/30/2026
Replacement of Backflow Prevention Devices on Pipeline
Interconnections on Otay Mesa
7/1/2019 6/30/2026
Potable Water Meter Change Out 7/1/2022 6/30/2035
832-1 Pump Station Modifications 1/1/2020 6/30/2026
District Boardroom Improvements 7/1/2019 3/31/2023
Regulatory Site Desilting Basin Improvements 7/1/2019 6/30/2022
1485-1 Reservoir Interior/Exterior Coating & Upgrades 7/1/2019 7/31/2026
Heritage Road Interconnection Improvements 7/1/2019 6/30/2023
La Presa Pipeline Improvements 7/1/2019 6/30/2026
520 to 640 Pressure Zone Conversion 7/1/2019 6/30/2025
1200 Pressure Zone Improvements 7/1/2019 12/31/2022
Otay Mesa Area Cathodic Protection Improvements 7/1/2018 6/30/2024
HVAC Equipment Purchase 7/1/2018 6/30/2024
Six-Year CIP Projects Schedule
Continued
CIP No Project Title Start Finish
FY 2021
49
Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
R2146
R2147
R2148
R2152
R2153
R2154
R2156
R2157
R2158
S2012
S2024
S2043
S2047
S2049
S2050
S2054
S2060
S2061
S2066
S2067
S2069
S2070
S2071
S2072
S2073
S2074
S2075
Planning Design Construction Warranty Capital Purchases Reimbursement Agreement
FY 2022 FY 2023 FY 2024 FY 2025 FY 2026
RWCWRF Stormwater Pond Improvements (S)7/1/2020 6/30/2024
Field Equipment Capital Purchases 7/1/2020 6/30/2030
RWCWRF Rotary Screen Replacement 7/1/2020 6/30/2029
RWCWRF Entrance Storm Water Improvements (S) 7/1/2020 6/30/2022
Hidden Mountain Sewer Pump Station Wet Well
Renovation
7/1/2019 6/30/2021
San Diego Metro Wastewater Capital Improvements 7/1/2019
RWCWRF Roofing Replacement and Natural Light
Enhancement (S)
7/1/2018 6/30/2023
Cottonwood Sewer Pump Station Renovation 7/1/2019 6/30/2027
RWCWRF Aeration Controls Consolidation &
Optimization Upgrades (S)
7/1/2017 6/30/2023
Rancho San Diego Basin Sewer Rehabilitation - Phase 3 7/1/2024 6/30/2030
Calavo Basin Sewer Rehabilitation - Phase 3 7/1/2024 6/30/2030
Steele Canyon Pump Station Replacement 7/1/2023 6/30/2029
Calavo Basin Sewer Rehabilitation - Phase 2 7/1/2016 6/30/2025
Rancho San Diego Basin Sewer Rehabilitation - Phase 2 7/1/2018 6/30/2028
RWCWRF Sludge Handling System 7/1/2013 6/30/2030
Asset Management - Info Master Sewer Implementation 7/1/2017 6/30/2023
San Diego County Sanitation District Outfall and RSD
Outfall Replacement
7/1/2003 6/30/2030
Campo Road Sewer Main Replacement 7/1/2010 6/30/2023
RWCWRF Backwash Supply Pumps Upgrade 7/1/2020 6/30/2024
RWCWRF Stormwater Pond Improvements (R)7/1/2020 6/30/2024
RWCWRF Entrance Storm Water Improvements (R) 7/1/2020 6/30/2022
RecPL - 14-inch RWCWRF Effluent Force Main
Improvements
7/1/2020 6/30/2029
Recycled Water Meter Change-Out 7/1/2022 6/30/2035
Recycled Water Pressure Vessel Program 7/1/2020 6/30/2035
RWCWRF Fuel Lines Replacement 7/1/2018 6/30/2022
Large Meter Replacement - Recycled 7/1/2018 6/30/2025
Recycled Pipeline Cathodic Protection Improvements 7/1/2019 6/30/2026
Six-Year CIP Projects Schedule
Continued
CIP No Project Title Start Finish
FY 2021
Q1
50
CIP#Description Cost
Cat. (2)
Funding
Source (3)
FY
2021
FY
2022
FY
2023
FY
2024
FY
2025
FY
2026 Total
P2083 PS - 870-2 Pump Station Replacement M R
$ 5,000 $ 5,000 $ 5,000 $ 5,000 $ -$ -$ 20,000
P2626 803-4 Reservoir Water Quality Improvements
– PAX System Purchase
M/E B
200 1,700 1,700 1,700 - - 5,300
P2654 Heritage Road Interconnection
Improvements M B
- - 1,500 1,500 1,500 -4,500
R2084 RecPL - 20-Inch, 680 Zone, Village 2 -
Heritage/La Media
M E 1,900 1,900 1,900 1,900 - - 7,600
$ 7,100 $ 8,600 $ 10,100 $ 10,100 $ 1,500 $ -$ 37,400
FY
2021
FY
2022
FY
2023
FY
2024
FY
2025
FY
2026 Total
$ 6,900 $ 8,400 $ 9,900 $ 9,900 $ 1,500 $ -$ 36,600
200 200 200 200 0 0 800
0 0 0 0 0 0 0
$ 7,100 $ 8,600 $ 10,100 $ 10,100 $ 1,500 $ -$ 37,400
(1)
(2)
(3)
Note: See pages 42-45 for complete description of CIP projects.
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.
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
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
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.
51
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52
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.
53
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.
54
CIP
No CIP Project Title Page
No. #'s
P2040 Res - 1655-1 Reservoir 0.5 MG 59
P2083 PS - 870-2 Pump Station Replacement 61
P2174 PS - 1090-1 Pump Station Upgrade 63
P2282 Vehicle Capital Purchases 65
P2286 Field Equipment Capital Purchases 67
P2405 PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road 69
P2451 Otay Mesa Desalination Conveyance and Disinfection System 71
P2453 SR-11 Utility Relocations 73
P2460 I.D. 7 Trestle and Pipeline Demolition 75
P2485 SCADA - Infrastructure and Communications Replacement 77
P2494 Multiple Species Conservation Plan 79
P2508 Pipeline Cathodic Protection Replacement Program 81
P2516 PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 83
P2521 Large Meter Vault Upgrade Program 85
P2533 1200-1 Reservoir Interior & Exterior Coating 87
P2539 South Bay Bus Rapid Transit (BRT) Utility Relocations 89
P2543 850-1 Reservoir Interior/Exterior Coating 91
P2546 980-2 Reservoir Interior/Exterior Coating 93
P2553 Heritage Road Bridge Replacement and Utility Relocation 95
P2555 Administration and Operations Parking Lot Improvements 97
P2561 Res - 711-3 Reservoir Cover/Liner Replacement 99
P2562 Res - 571-1 Reservoir Cover/Liner Replacement 101
P2563 Res - 870-1 Reservoir Cover/Liner Replacement 103
P2565 803-2 Reservoir Interior/Exterior Coating & Upgrades 105
P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades 107
P2571 Data Center Network Data Storage and Infrastructure Enhancements 109
P2572 Enterprise Resource Planning (ERP) Replacement 111
P2573 PL - 12-Inch Pipeline Replacement, 803 Zone, Hillsdale Road 113
P2574 PL - 12-Inch Pipeline Replacement, 978 Zone, Vista Vereda 115
P2578 PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm 117
CIP Project Index
55
CIP
No CIP Project Title Page
No. #'s
P2584 Res - 657-1 and 657-2 Reservoir Demolitions 119
P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades 121
P2594 Large Meter Replacement 123
P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way 125
P2604 AMR Change-Out 127
P2605 458/340 PRS Replacement, 1571 Melrose Ave 129
P2607 Douglas Ave SWA and OWD Interconnection Upgrade 131
P2608 PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple 133
P2609 PL - 8-inch, 1004 Zone, Eucalyptus St, Coronado/Date/La Mesa 135
P2610 Valve Replacement Program - Phase 1 137
P2611 Quarry Road Bridge Replacement and Utility Relocation 139
P2612 PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Rd 141
P2614 485-1 Reservoir Interior/Exterior Coating 143
P2615 PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande 145
P2616 PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Dr/Vista Sierra Dr 147
P2617 Lobby Security Enhancements 149
P2619 PS - Temporary Lower Otay Pump Station Redundancy 151
P2623 Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum Valve
Replacements
153
P2625 PL - 12-inch, 978 Zone, Hidden Mesa Road 155
P2626 803-4 Reservoir Water Quality Improvements – PAX System Purchase 157
P2627 458/340 PRS Replacement, 1505 Oleander Avenue 159
P2630 624-3 Reservoir Automation of Chemical Feed System 161
P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades 163
P2638 Buildings and Grounds Refurbishments 165
P2639 Vista Diego Hydropneumatic Pump Station Replacement 167
P2640 Portable Trailer Mounted VFD Pumps 169
P2642 Rancho Jamul Pump Station Replacement 171
P2646 North District Area Cathodic Protection Improvements 173
P2647 Central Area Cathodic Protection Improvements 175
P2648 Otay Mesa Area Cathodic Protection Improvements 177
CIP Project Index
56
CIP
No CIP Project Title Page
No. #'s
P2649 HVAC Equipment Purchase 179
P2652 520 to 640 Pressure Zone Conversion 181
P2653 1200 Pressure Zone Improvements 183
P2654 Heritage Road Interconnection Improvements 185
P2655 La Presa Pipeline Improvements 187
P2656 Regulatory Site Desilting Basin Improvements 189
P2657 1485-1 Reservoir Interior/Exterior Coating & Upgrades 191
P2658 832-1 Pump Station Modifications 193
P2659 District Boardroom Improvements 195
P2661 Replacement of Backflow Prevention Devices on Pipeline Interconnections on Otay
Mesa
197
P2662 Potable Water Meter Change Out 199
P2663 Potable Water Pressure Vessel Program 201
P2664 Otay Mesa Dual Piping Modification Program 203
P2665 PL - 12-inch Pipeline Replacement, 870 Zone, Cactus Road 205
P2666 Low Head and High Head Pump Stations Demolition 207
P2667 Small Meter Testing Bench 209
P2668 Implementation of PSIcapture Software for Accounts Payable Invoice 211
P2669 Fuel Tank Safety and Integrity 213
P2670 Administration and Operations Roof Repairs and Replacement 215
P2671 980 Reservoirs Altitude Valve Vaults Renovation 217
P2672 District Roof Repairs and Replacement Program 219
P2673 803-4 Reservoir Interior/Exterior Coating 221
P2674 System Pressure Reducing Program 223
P2675 458-1 and 458-2 Reservoirs Site Pavement Refurbishment 225
R2084 RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media 227
R2117 RWCWRF Disinfection System Improvements 229
R2120 RWCWRF Filtered Water Storage Tank Improvements 231
R2121 Res - 944-1 Reservoir Cover/Liner Replacement 233
R2143 AMR Change-Out 235
R2144 RWCWRF Roofing Replacement and Natural Light Enhancement (R)237
CIP Project Index
57
CIP
No CIP Project Title Page
No. #'s
R2146 Recycled Pipeline Cathodic Protection Improvements 239
R2147 RWCWRF Fuel Lines Replacement 241
R2148 Large Meter Replacement - Recycled 243
R2152 Recycled Water Meter Change-Out 245
R2153 Recycled Water Pressure Vessel Program 247
R2154 RWCWRF Entrance Storm Water Improvements (R)249
R2156 RecPL - 14-inch RWCWRF Effluent Force Main Improvements 251
R2157 RWCWRF Backwash Supply Pumps Upgrade 253
R2158 RWCWRF Stormwater Pond Improvements (R)255
S2012 San Diego County Sanitation District Outfall and RSD Outfall Replacement 257
S2024 Campo Road Sewer Main Replacement 259
S2043 RWCWRF Sludge Handling System 261
S2047 Asset Management - Info Master Sewer Implementation 263
S2049 Calavo Basin Sewer Rehabilitation - Phase 2 265
S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 267
S2054 Calavo Basin Sewer Rehabilitation - Phase 3 269
S2060 Steele Canyon Pump Station Replacement 271
S2061 RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S)273
S2066 Rancho San Diego Basin Sewer Rehabilitation - Phase 3 275
S2067 RWCWRF Roofing Replacement and Natural Light Enhancement (S)277
S2069 Cottonwood Sewer Pump Station Renovation 279
S2070 Hidden Mountain Sewer Pump Station Wet Well Renovation 281
S2071 San Diego Metro Wastewater Capital Improvements 283
S2072 RWCWRF Rotary Screen Replacement 285
S2073 RWCWRF Entrance Storm Water Improvements (S)287
S2074 RWCWRF Stormwater Pond Improvements (S)289
S2075 Field Equipment Capital Purchases 291
CIP Project Index
58
P2040Res - 1655-1 Reservoir 0.5 MG
Kevin Cameron
8/19/1992
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
2021 2022 2023 2024 2025 2026 Total
$25 $275 $525 $1,200 $1,550 $1,275 $5,500
PRIOR YEARS:
TOTAL
$650
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
5959
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 10/31/2026 $4,600
PROJECT LOCATION:OWD Map Book:310
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/11/2020Jolene Fielding
60
P2083PS - 870-2 Pump Station Replacement
Jeff Marchioro
5/17/1995
P2451
2
1
$19,550,000
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 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 2021 - Increased overall CIP budget $600K from $18.95M to $19.55M (to reflect three (3) staff reports approved at the
February 5, 2020 Board Meeting).
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$46 $2 $2 $0 $0 $0 $19,550
PRIOR YEARS:
TOTAL
$19,500
61
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 6/30/2022 $16,950
PROJECT LOCATION:OWD Map Book:055
2021 2022 2023 2024 2025 2026 Total
$5,000 $5,000 $5,000 $5,000 $0 $0 $20,000
$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:7/7/2020Bob Kennedy
62
P2174PS - 1090-1 Pump Station Upgrade
Stephen Beppler
5/23/2016
P2640
5
2
$2,000,000
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$375 $850 $525 $120 $0 $0 $2,000
PRIOR YEARS:
TOTAL
$130
63
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
$350
PROJECT PHASE:
10/1/2020 6/30/2024 $1,600
PROJECT LOCATION:OWD Map Book:320
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
64
P2282Vehicle Capital Purchases
Doug Rahders
6/3/1996
0
1
$6,500,000
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.
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$315 $405 $278 $229 $210 $200 $6,500
PRIOR YEARS:
TOTAL
$4,863
65
P2282
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
12/1/2000 6/30/2026 $6,500
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
66
P2286Field Equipment Capital Purchases
Doug Rahders
6/3/1996
0
1
$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 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
2021 2022 2023 2024 2025 2026 Total
$57 $60 $60 $60 $60 $60 $2,377
PRIOR YEARS:
TOTAL
$2,020
67
P2286
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/1996 6/30/2028 $2,500
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
68
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
2021 2022 2023 2024 2025 2026 Total
$25 $150 $425 $500 $200 $140 $1,445
PRIOR YEARS:
TOTAL
$5
69
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
$15
$335
PROJECT PHASE:
7/1/2022 6/30/2028 $1,150
PROJECT LOCATION:OWD Map Book:51
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
70
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%
New Water Supply Fee
Projects
0%0%0%31%31%
TOTAL:0%69%0%31%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$5 $10 $10 $10 $10 $100 $3,970
PRIOR YEARS:
TOTAL
$3,825
71
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
$4,100
$4,000
PROJECT PHASE:
7/1/2029 6/30/2033 $27,600
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
72
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
2021 2022 2023 2024 2025 2026 Total
$50 $100 $100 $150 $200 $300 $2,950
PRIOR YEARS:
TOTAL
$2,050
73
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 6/30/2027 $2,400
PROJECT LOCATION:OWD Map Book:5
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
74
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$50 $150 $350 $70 $90 $17 $750
PRIOR YEARS:
TOTAL
$23
75
P2460
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 8/31/2020
9/1/2020 6/30/2022
$10
$240
PROJECT PHASE:
7/1/2022 6/30/2026 $500
PROJECT LOCATION:OWD Map Book:71
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
76
P2485SCADA - Infrastructure and Communications Replacement
Michael Kerr
5/21/2009
0
1
$2,450,000
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 2021 – Updated request for funding for current CIP. Based on conversations with Operations Manager a change was
requested for future funding.
P2485-020000 – SCADA Equipment & Infrastructure Enhancements (+$17K for FY 2021 and +$25K for FY 2022)
· FY 2021 - $77K; increase from last year’s requested amount of $60K
· FY 2022- $85K; increase from last year’s requested amount of $60K
At the end of FY 2022, all PLC sites will have been upgraded from 90/30’s where possible.
P2485-030000 – Metro Ethernet Implementation (+$9K for FY 2021 and +$7K for FY 2022)
· FY 2021 - $9K; Additional Hardware to support expanded facilities
· FY 2022- $7K; Additional Hardware to support expanded facilities
P2485-040000 – Emergency Operations Center (+$14K for FY 2021 and +$8K for FY 2022)
· FY 2021 - $14K; Additional Hardware to support District emergency operations
· FY 2022- $8K; Additional Hardware to support District emergency operations
To summarize:
P2485-020000 – SCADA Equipment & Infrastructure Enhancements (+$17K for FY 2021 and +$25K for FY 2022)
P2485-030000 – Metro Ethernet Implementation (+$9K for FY 2021 and +$7K for FY 2022)
P2485-040000 – Emergency Operations Center (+$14K for FY 2021 and +$8K for FY 2022)
Total:
FY 2021 = $100K; FY 2022 = $100K
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$100 $95 $25 $0 $0 $0 $2,450
PRIOR YEARS:
TOTAL
$2,230
77
P2485
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2009 6/30/2023 $2,450
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
78
P2494Multiple Species Conservation Plan
Lisa Coburn-Boyd
5/21/2009
P2495
0
1
$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 to develop a Habitat Conservation Plan (Plan) to streamline the environmental permitting processes for the Capital
Improvement Program (CIP) projects to be constructed.
JUSTIFICATION OF PROJECT:
The project will save time and money when compared to environmental permitting each CIP project individually.
COMMENTS:
FY 2019 - An additional $50K is requested to be added to the budget in order to complete the Plan. The Plan is ready to be
submitted to the Resource Agencies and they will have comments that will need to be addressed by the consultant and District
staff before finalizing the Plan. In addition, the Plan must undergo basic CEQA compliance and the funds needed for that
compliance, combined with the effort to address agency review comments, will exceed the current budgeted amount. This effort
has taken many years, but will greatly streamline biological permitting for CIP projects as well as operations and maintenance
issues once it is approved and in place.
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
2021 2022 2023 2024 2025 2026 Total
$25 $25 $20 $0 $0 $0 $1,000
PRIOR YEARS:
TOTAL
$930
79
P2494
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2009 6/30/2023 $1,000
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
80
P2508Pipeline Cathodic Protection Replacement Program
Jeff Marchioro
5/17/2010
0
1
$1,250,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement and repairs of existing cathodic protection systems on six (6) pipelines in environmentally
sensitive areas, including the Otay Water District's existing 1980 era 14-inch force main, 2000 era Interconnect Pipelines
between the Central Area and Otay Mesa, 1998 era pipeline along Proctor Valley Road, 1987 era pipelines in the Sweetwater
River Bridge at Campo Road, 2004 era pipeline crossing Salt Creek, and 1981 era pipeline crossing the Sweetwater River.
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.
COMMENTS:
FY 2021 - CIP P2508 will be closed after warranty phase ends FY 2021, Q1 (i.e., this CIP will be closed at the end of FY 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
2021 2022 2023 2024 2025 2026 Total
$10 $0 $0 $0 $0 $0 $1,250
PRIOR YEARS:
TOTAL
$1,240
81
P2508
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2010 6/30/2019
7/1/2014 6/30/2020
$135
$335
PROJECT PHASE:
10/1/2014 6/30/2021 $780
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
82
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 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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $75 $125 $400 $400 $1,000
PRIOR YEARS:
TOTAL
$0
83
P2516
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
$75
$125
PROJECT PHASE:
7/1/2023 6/30/2026 $800
PROJECT LOCATION:OWD Map Book:301
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/16/2020Bob Kennedy
84
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 2022.
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
2021 2022 2023 2024 2025 2026 Total
$75 $75 $60 $50 $0 $0 $620
PRIOR YEARS:
TOTAL
$360
85
P2521
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$220
$6
PROJECT PHASE:
8/1/2016 6/30/2024 $394
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
86
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
2021 2022 2023 2024 2025 2026 Total
$400 $350 $310 $5 $50 $120 $1,275
PRIOR YEARS:
TOTAL
$40
87
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 6/30/2026 $1,175
PROJECT LOCATION:OWD Map Book:369
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
88
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
2021 2022 2023 2024 2025 2026 Total
$40 $40 $20 $0 $0 $0 $1,090
PRIOR YEARS:
TOTAL
$990
89
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 6/30/2023 $970
PROJECT LOCATION:OWD Map Book:80-82, 97-99,
113 &
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
90
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
2021 2022 2023 2024 2025 2026 Total
$375 $400 $300 $5 $5 $115 $1,250
PRIOR YEARS:
TOTAL
$50
91
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 6/30/2027 $1,170
PROJECT LOCATION:OWD Map Book:304
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
92
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
2021 2022 2023 2024 2025 2026 Total
$15 $0 $0 $0 $0 $0 $1,705
PRIOR YEARS:
TOTAL
$1,690
93
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 6/30/2021 $1,625
PROJECT LOCATION:OWD Map Book:172
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
94
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 (formally known as Sleep Train
Amphitheatre) and Aquatica San Diego, a SeaWorld Parks and Entertainment waterpark, 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
2021 2022 2023 2024 2025 2026 Total
$25 $25 $25 $425 $1,350 $1,700 $3,600
PRIOR YEARS:
TOTAL
$50
95
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 12/30/2028 $4,550
PROJECT LOCATION:OWD Map Book:50 & 51
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
96
P2555Administration and Operations Parking Lot Improvements
Kevin Cameron
6/3/2015
3
2
$935,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for AC pavement repairs, slurry seal, re-striping, and updating area lighting improvements to existing
Administration and Operations parking lots.
JUSTIFICATION OF PROJECT:
Parking lot needs to be re-striped and AC pavement needs to be resealed. Area lighting will be updated to more energy efficient
fixtures.
COMMENTS:
FY 2018 - Increased budget by $225K for repaving, striping, motorized gate, and canopies for the Operations yard.
FY 2019 - Increased budget for lighting improvements for the Operations' garage and workshop, larger canopy, and current
bidding environment.
FY 2020 - Budget reduced to $935K for lower pricing on lighting improvements for Operations' fleet shop and warehouse.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$30 $0 $0 $0 $0 $0 $935
PRIOR YEARS:
TOTAL
$905
97
P2555
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2015 12/31/2015
1/1/2016 12/31/2016
$2
$173
PROJECT PHASE:
1/1/2017 6/30/2021 $760
PROJECT LOCATION:OWD Map Book:318
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
98
P2561Res - 711-3 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
5
2
$2,450,000
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. Replace
existing low profile mechanical spring tension system with weight tension towers.
JUSTIFICATION OF PROJECT:
The existing membrane floating cover and liner and existing low profile mechanical spring tensioners, have reached the end of
their useful lives and require replacement to meet regulatory requirements.
COMMENTS:
FY 2021 - Project budget increased from $2.30M to $2.43M to reflect current prediction of settlement to close out construction
contract. CIP will be closed after warranty phase ends FY2021, Q2 (i.e., this CIP will be closed at the end of FY 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
2021 2022 2023 2024 2025 2026 Total
$15 $0 $0 $0 $0 $0 $2,450
PRIOR YEARS:
TOTAL
$2,435
99
P2561
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2015 9/30/2018
7/1/2018 2/15/2019
$10
$45
PROJECT PHASE:
2/15/2019 6/30/2021 $2,395
PROJECT LOCATION:OWD Map Book:159
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
100
P2562Res - 571-1 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
P2083
2
1
$2,900,000
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
2021 2022 2023 2024 2025 2026 Total
$10 $1 $1 $1 $86 $86 $2,900
PRIOR YEARS:
TOTAL
$2,715
101
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 6/30/2026 $2,845
PROJECT LOCATION:OWD Map Book:55
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
102
P2563Res - 870-1 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
2
3
$2,700,000
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.
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 $1.25M to $2.70M include a temporary bolted tank (+$1M) and price increase for
floating cover/liner (+0.4M).
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$5 $5 $5 $5 $5 $150 $185
PRIOR YEARS:
TOTAL
$10
103
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
5/1/2023 9/30/2026
$10
$60
PROJECT PHASE:
10/1/2026 6/30/2028 $2,630
PROJECT LOCATION:OWD Map Book:55
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
104
P2565803-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
6/3/2015
5
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 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
2021 2022 2023 2024 2025 2026 Total
$10 $10 $5 $5 $5 $165 $1,200
PRIOR YEARS:
TOTAL
$1,000
105
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 6/30/2026 $1,110
PROJECT LOCATION:OWD Map Book:357
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
106
P25671004-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
6/3/2015
3
3
$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 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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$0 $20 $850 $40 $5 $235 $1,150
PRIOR YEARS:
TOTAL
$0
107
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 6/30/2026 $1,065
PROJECT LOCATION:OWD Map Book:316
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
108
P2571Data Center Network Data Storage and Infrastructure
Enhancements
Michael Kerr
6/3/2015
0
2
$450,000
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
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$130 $130 $30 $0 $0 $0 $450
PRIOR YEARS:
TOTAL
$160
109
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 6/30/2023 $450
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
110
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 roadmap 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
2021 2022 2023 2024 2025 2026 Total
$80 $50 $0 $0 $0 $0 $130
PRIOR YEARS:
TOTAL
$0
111
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:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
112
P2573PL - 12-Inch Pipeline Replacement, 803 Zone, Hillsdale Road
Stephen Beppler
5/23/2016
P2574
5
1
$2,580,000
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 4,000 feet of 12-inch potable water main within the 803 Pressure Zones in
Hillsdale Road. The County has a CIP to repave Hillsdale Road after the Pipeline Replacement project is complete.
JUSTIFICATION OF PROJECT:
This project will replace thin wall, 1959 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 a separate CIP and developer projects. The remaining 2.1 miles
of pipe has developed several water main breaks including catastrophic failures due to semi-localized coating failures and severe
corrosion of the thin wall steel can.
COMMENTS:
FY 2018 - Design completed in FY 2017 and to be constructed in FY 2018. Construction of CIP S2048 to be completed at the
same time. Revision to water main alignment and updated cost opinion increased the project budget from $1.75M to $2.45M
and also reflects jump in bid prices experienced in early 2017.
FY 2020 - Construction completed in July 2018 with one (1) year warranty.
FY 2021 - Project to be closed at the end of FY 2022. Budget increased from $2.45M to $2.58M for warranty expenses and final
closeout 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
2021 2022 2023 2024 2025 2026 Total
$4 $4 $0 $0 $0 $0 $2,580
PRIOR YEARS:
TOTAL
$2,572
113
P2573
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 10/15/2016
10/1/2016 6/30/2017
$10
$255
PROJECT PHASE:
7/1/2017 3/1/2021 $2,315
PROJECT LOCATION:OWD Map Book:356
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
114
P2574PL - 12-Inch Pipeline Replacement, 978 Zone, Vista Vereda
Stephen Beppler
5/23/2016
P2573, P2615, P2616,
P2625
5
2
$1,785,000
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 of 12-inch potable water main within the 978 Pressure Zone (PZ) in
Vista Vereda and easements on private property. The replacement water line will vary from 2-inch to 12-inch as the water line
north of the feed from the 978 Pump Station will be changed to local distribution only. The transmission capabilities to the
western portions of the 978 PZ are being transferred to Hidden Mesa Road under CIP P2625.
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. This pipe is
located in the Hillsdale area that has had major failures. This project will replace the pipe and relocate significant portions of the
pipe out of these backyards before a major failure.
COMMENTS:
FY 2021 - Weather during construction extended construction into Q1 of FY 2020. A one (1) year warranty period will require
keeping this project active into FY 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
2021 2022 2023 2024 2025 2026 Total
$5 $0 $0 $0 $0 $0 $1,785
PRIOR YEARS:
TOTAL
$1,780
115
P2574
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 4/30/2017
5/1/2017 9/30/2018
$90
$333
PROJECT PHASE:
1/1/2019 6/30/2021 $1,362
PROJECT LOCATION:OWD Map Book:368, 369, 378
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
116
P2578PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm
Stephen Beppler
5/23/2016
P2473
1
2
$16,000,000
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 replace 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.
COMMENTS:
FY 2021 - Project budget increased from $13M to $16M to reflect current pricing.
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
2021 2022 2023 2024 2025 2026 Total
$25 $275 $675 $2,600 $5,100 $5,100 $13,775
PRIOR YEARS:
TOTAL
$0
117
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
$600
$1,400
PROJECT PHASE:
10/1/2024 6/30/2028 $14,000
PROJECT LOCATION:OWD Map Book:114
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
118
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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $50 $50
PRIOR YEARS:
TOTAL
$0
119
P2584
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
12/31/2025 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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/13/2020Jolene Fielding
120
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
2021 2022 2023 2024 2025 2026 Total
$10 $895 $110 $5 $30 $0 $1,050
PRIOR YEARS:
TOTAL
$0
121
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 7/30/2024 $970
PROJECT LOCATION:OWD Map Book:66
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
122
P2594Large Meter Replacement
Andrea Carey
5/23/2016
0
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 water meters 3-inch or larger.
JUSTIFICATION OF PROJECT:
FY 2021 - 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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$1 $1 $1 $77 $25 $60 $650
PRIOR YEARS:
TOTAL
$485
123
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 6/30/2026 $650
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
124
P2595 PL - 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
2021 2022 2023 2024 2025 2026 Total
$1 $1 $1 $1 $145 $1 $150
PRIOR YEARS:
TOTAL
$0
125
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 6/30/2026 $150
PROJECT LOCATION:OWD Map Book:82
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
126
P2604AMR Change-Out
Andrea Carey
1/7/2017
R2143
0
1
$6,290,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Change out of existing Master Meter 3G registers to a combination of 3G and Allegro registers and complete meter change out
of the Otay Water District's (District) highest users of 3/4-2-inch. In addition, implement cellular reading technology for District's
temporary meters.
JUSTIFICATION OF PROJECT:
FY 2018 - Current technology is failing at a high percentage at year eleven (11). Final FY 2017 budget approved was $1.35M.
Total program budget is estimated at $10.1M (recycled (R2143) and potable), projected to be spent over six (6) years.
Also, implement cellular reading technology for District's temporary meters and any large users requesting hourly data on a
regular basis. Will pilot cell technology in FY 2018 with 20 endpoints and, if all works well, implement to all temporary meters in
FY 2019. The temporary cellular technology cost is estimated to be $75K.
FY 2019 - Master Meter has identified a manufacture defect in registers built between 2009-2013 causing them to fail at the six
(6) - eight (8) year mark. The District has approximately 15,000 of these in the ground and will need to make arrangements to
change out prior to original planned change out at year eleven (11). In addition, 2005-2008 installed registers will also need to be
changed out at year eleven (11). Staff has developed a new plan to change out all registers with a mixture of 3G (paid for under
warranty by Master Meter) and Allegro (Master Meter's latest technology) by the end of FY 2020. This shrinks the Change-Out
Program from a 7-year to a 4-year time frame. Total program budget was estimated at $10.1M (including recycled (R2143) and
potable), projected to be spent over seven (7) years. Now the total Program budget is estimated to be $6.8M (recycled and
potable).
COMMENTS:
FY 2018 - In FY 2025, the Change-Out Program will resume replacing all meters and registers. Plan to expand the Program to a
ten (10) year Change-Out Program for registers and twenty (20) year Change-Out Program for meters (with exception of high
users, which will have full meter change out every ten (10) years) at that time.
FY 2019 - Staff has developed a new plan to change out all registers by the end of FY 2020. This shrinks the Change-Out
Program from a 7-year to a 4-year time frame at $6.29M plus $525K (R2143).
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$250 $250 $40 $0 $0 $0 $6,290
PRIOR YEARS:
TOTAL
$5,750
127
P2604
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/1/2017 6/30/2020 $0
$0
PROJECT PHASE:
1/1/2017 6/30/2023 $6,290
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
128
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$60 $325 $225 $40 $0 $0 $750
PRIOR YEARS:
TOTAL
$100
129
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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
130
P2607Douglas Ave SWA and OWD Interconnection Upgrade
Stephen Beppler
5/24/2017
2
1
$50,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Replace existing 3-inch PRV at interconnection between Sweetwater Authority (SWA) and Otay Water District (District) with a
new 8-inch PRV. Interconnection is a one-way feed from District to SWA so SWA will cover a majority of the costs.
JUSTIFICATION OF PROJECT:
SWA requested this replacement and upgrade in PRV size to better supply their system in the event of an emergency.
COMMENTS:
FY 2021 - Design by SWA to be completed in FY 2020 Q3 with construction to begin in FY 2020 Q4. Invoicing of District share
expected in FY 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
2021 2022 2023 2024 2025 2026 Total
$45 $0 $0 $0 $0 $0 $50
PRIOR YEARS:
TOTAL
$5
131
P2607
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 9/30/2019
$1
$2
PROJECT PHASE:
10/1/2019 6/30/2021 $47
PROJECT LOCATION:OWD Map Book:095
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
132
P2608PL - 8-inch, 850 Zone, Coronado Ave, 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
PRV's 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
2021 2022 2023 2024 2025 2026 Total
$200 $50 $100 $300 $400 $695 $1,820
PRIOR YEARS:
TOTAL
$75
133
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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
134
P2609PL - 8-inch, 1004 Zone, Eucalyptus St, 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
2021 2022 2023 2024 2025 2026 Total
$900 $165 $25 $300 $400 $110 $2,100
PRIOR YEARS:
TOTAL
$200
135
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 6/30/2026 $1,850
PROJECT LOCATION:OWD Map Book:317
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
136
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 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 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 70 year 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
2021 2022 2023 2024 2025 2026 Total
$100 $175 $400 $400 $400 $400 $1,905
PRIOR YEARS:
TOTAL
$30
137
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:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
138
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.
FY2021 - 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
2021 2022 2023 2024 2025 2026 Total
$25 $10 $10 $10 $10 $210 $400
PRIOR YEARS:
TOTAL
$125
139
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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
140
P2612PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Rd
Kevin Cameron
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
2021 2022 2023 2024 2025 2026 Total
$75 $500 $350 $90 $55 $60 $1,250
PRIOR YEARS:
TOTAL
$120
141
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
$175
PROJECT PHASE:
1/1/2021 12/31/2025 $1,055
PROJECT LOCATION:OWD Map Book:096
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
142
P2614485-1 Reservoir Interior/Exterior Coating
Kevin Cameron
5/24/2017
4
3
$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 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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$0 $0 $20 $800 $200 $130 $1,150
PRIOR YEARS:
TOTAL
$0
143
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 6/30/2025 $1,070
PROJECT LOCATION:OWD Map Book:112
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/16/2020Bob Kennedy
144
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
2021 2022 2023 2024 2025 2026 Total
$10 $250 $600 $1,500 $100 $100 $2,600
PRIOR YEARS:
TOTAL
$40
145
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 9/30/2022
$50
$450
PROJECT PHASE:
10/1/2022 6/30/2026 $2,100
PROJECT LOCATION:OWD Map Book:368
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
146
P2616PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Dr/Vista
Sierra Dr
Kevin Cameron
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$425 $1,100 $1,400 $900 $25 $150 $4,200
PRIOR YEARS:
TOTAL
$200
147
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 1/31/2021
$30
$370
PROJECT PHASE:
2/1/2021 6/30/2024 $3,800
PROJECT LOCATION:OWD Map Book:378
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
148
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 t o $225K to include minor lobby remodeling and outfitting with customer interactive
informational technologies.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$20 $20 $20 $20 $0 $0 $225
PRIOR YEARS:
TOTAL
$145
149
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 6/30/2024 $210
PROJECT LOCATION:OWD Map Book:318
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
150
P2619PS - Temporary Lower Otay Pump Station Redundancy
Jeff Marchioro
5/24/2017
P2579
1
1
$3,300,000
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:
FY2021 - 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).
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Betterment ID 22 0%69%0%0%69%
New Water Supply Fee
Projects
0%0%0%31%31%
TOTAL:0%69%0%31%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$500 $200 $200 $0 $0 $0 $3,300
PRIOR YEARS:
TOTAL
$2,400
151
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 $2,900
PROJECT LOCATION:OWD Map Book:070
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
152
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
2021 2022 2023 2024 2025 2026 Total
$30 $300 $10 $0 $0 $0 $600
PRIOR YEARS:
TOTAL
$260
153
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 6/30/2021
$50
$130
PROJECT PHASE:
7/1/2018 6/30/2023 $420
PROJECT LOCATION:OWD Map Book:055
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
154
P2625PL - 12-inch, 978 Zone, Hidden Mesa Road
Stephen Beppler
11/1/2017
P2574
5
1
$2,210,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Replacement of approximately 3,000 linear feet of 8-inch and 10-inch potable water line with a new 12-inch water main to serve
as the primary transmission main to the western portions of the 978 Pressure Zone (PZ) in the Hillsdale area.
JUSTIFICATION OF PROJECT:
The existing 12-inch water line along Vista Vereda and Hidden Mesa Trail providing transmission capabilities to the western
portions of the 978 PZ was constructed in 1959 through easements that are difficult to access, pose maintenance issues, and
present risks to the adjoining properties. This line is at the end of its useful life and analysis for the replacement of the pipeline
was performed under CIP P2574. An alternative project was selected to replace the pipeline with the portion in Vista Vereda to
be converted to a local distribution system with reduced reach and upsizing of the water line in Hidden Mesa Road to 12-inch to
handle transmission duties. This alternative provides the lowest risk to the Otay Water District while providing the best
maintenance access with long-term cost savings. This separate CIP was established for the Hidden Mesa Road portion of the
work.
COMMENTS:
Project completion is expected in FY 2020 Q3. Project completion is expected in FY 2020 Q3. Warranty period to extend for one
year.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$10 $0 $0 $0 $0 $0 $2,210
PRIOR YEARS:
TOTAL
$2,200
155
P2625
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2017 12/31/2017
1/1/2018 6/30/2018
$1
$211
PROJECT PHASE:
7/1/2018 6/30/2021 $1,998
PROJECT LOCATION:OWD Map Book:368,369
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
156
P2626803-4 Reservoir Water Quality Improvements – PAX System
Purchase
Lisa Coburn-Boyd 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 pre-fabricated
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
2021 2022 2023 2024 2025 2026 Total
$25 $50 $50 $25 $0 $0 $325
PRIOR YEARS:
TOTAL
$175
157
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
2021 2022 2023 2024 2025 2026 Total
$0 $1,500 $1,500 $1,500 $0 $0 $4,500
$200 $200 $200 $200 $0 $0 $800
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
158
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$60 $325 $225 $15 $0 $0 $750
PRIOR YEARS:
TOTAL
$125
159
P2627
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 9/30/2020
$2
$148
PROJECT PHASE:
10/1/2020 6/30/2024 $600
PROJECT LOCATION:OWD Map Book:065
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
160
P2630624-3 Reservoir Automation of Chemical Feed System
Kevin Cameron
5/21/2018
1
2
$625,000
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
2021 2022 2023 2024 2025 2026 Total
$25 $175 $300 $5 $65 $50 $625
PRIOR YEARS:
TOTAL
$5
161
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 6/30/2026 $480
PROJECT LOCATION:OWD Map Book:114
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
162
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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $5 $40 $500 $705 $1,250
PRIOR YEARS:
TOTAL
$0
163
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 6/30/2026 $1,165
PROJECT LOCATION:OWD Map Book:336
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
164
P2638Buildings and Grounds Refurbishments
Kent Payne
5/21/2018
3
1
$114,000
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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$25 $50 $14 $0 $0 $0 $114
PRIOR YEARS:
TOTAL
$25
165
P2638
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 6/30/2023 $114
PROJECT LOCATION:OWD Map Book:318
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
166
P2639Vista Diego Hydropneumatic Pump Station Replacement
Jeff Marchioro
5/21/2018
5
3
$2,800,000
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$50 $150 $900 $1,500 $175 $0 $2,800
PRIOR YEARS:
TOTAL
$25
167
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 9/30/2021
$25
$425
PROJECT PHASE:
10/1/2021 6/30/2025 $2,350
PROJECT LOCATION:OWD Map Book:322
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
168
P2640Portable Trailer Mounted VFD Pumps
Jeff Marchioro
5/21/2018
P2533, P2567
0
2
$550,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Procure a custom portable trailer fitted with a multistage centrifugal variable frequency drive (VFD) pump package.
JUSTIFICATION OF PROJECT:
The trailer would provide a means to avoid disruption of water service while taking existing critical facilities offline for extended
periods of time. The trailer will be designed for deployment at four (4) existing Hydropneumatic Pump Stations and three (3)
existing small Pressure Zones each fed by a single gravity reservoir with no redundancy.
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
2021 2022 2023 2024 2025 2026 Total
$30 $0 $0 $0 $0 $0 $550
PRIOR YEARS:
TOTAL
$520
169
P2640
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 3/1/2019
3/1/2019 9/30/2019
$20
$30
PROJECT PHASE:
10/1/2019 6/30/2021 $500
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
170
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
Expansion 31%0%0%0%31%
Betterment ID 22 0%69%0%0%69%
TOTAL:31%69%0%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$5 $5 $165 $725 $1,050 $500 $2,455
PRIOR YEARS:
TOTAL
$5
171
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 6/30/2026 $2,100
PROJECT LOCATION:OWD Map Book:206
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/5/2020Bob Kennedy
172
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
2021 2022 2023 2024 2025 2026 Total
$25 $125 $325 $450 $275 $0 $1,200
PRIOR YEARS:
TOTAL
$0
173
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 6/30/2022
$100
$200
PROJECT PHASE:
7/1/2022 6/30/2024 $900
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
174
P2647Central Area Cathodic Protection Improvements
Jeff Marchioro
5/21/2018
P2508
1
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 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 2015 Annual Report. Up to twenty-eight (28)
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
2021 2022 2023 2024 2025 2026 Total
$5 $25 $45 $275 $500 $350 $1,200
PRIOR YEARS:
TOTAL
$0
175
P2647
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 6/30/2022
7/1/2021 6/30/2023
$100
$200
PROJECT PHASE:
7/1/2023 6/30/2028 $1,000
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
176
P2648Otay Mesa Area Cathodic Protection Improvements
Jeff Marchioro
5/21/2018
P2508
2
2
$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 and repairs of existing cathodic protection systems on various potable pipelines in the Otay
Mesa 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 2015 Annual Report. Up to fifteen (15)
cathodic protection systems may be repaired under this CIP.
COMMENTS:
FY 2021 - Project budget increased from $430K to $700K to reflect current scope and 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
2021 2022 2023 2024 2025 2026 Total
$200 $250 $50 $40 $0 $0 $700
PRIOR YEARS:
TOTAL
$160
177
P2648
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 6/30/2020
7/1/2019 6/30/2021
$40
$130
PROJECT PHASE:
7/1/2021 6/30/2024 $530
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
178
P2649HVAC Equipment Purchase
Kent Payne
5/21/2018
3
1
$130,000
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.
Unit # Location Install Date Replacement Year (FY) Estimate
RTU 4 Board Room 1998 2019 $21,000
AC-2 Accounting 1998 2020 $22,000
AC-4 Finance 1998 2020 $22,000
RTU 8 Training Room 1998 2021 $20,000
RTU 7 Lunchroom 1998 2022 $15,000
RTU 6 Gym Area 1998 2023 $15,000
RTU 9 Computer Training 1998 2023 $15,000
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
2021 2022 2023 2024 2025 2026 Total
$20 $15 $30 $40 $0 $0 $130
PRIOR YEARS:
TOTAL
$25
179
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 6/30/2024 $130
PROJECT LOCATION:OWD Map Book:318
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
180
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
2021 2022 2023 2024 2025 2026 Total
$60 $85 $10 $10 $10 $55 $250
PRIOR YEARS:
TOTAL
$20
181
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 6/30/2025 $170
PROJECT LOCATION:OWD Map Book:331, 343
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
182
P26531200 Pressure Zone Improvements
Jeff Marchioro
6/5/2019
5
1
$650,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Complete the hydraulic modeling with the 1200-1 Pump Station (PS) temporarily operating as a Hydropneumatic PS to
recommend improvements. Existing pipelines would need to be replaced (approximately 1,100 linear feet (LF) of existing 8-inch
transmission main to 12- or 16-inch diameter), but the benefit would only be temporary so staff will be contacting the Fire
Department to notify them of reduced fire flow in this pressure zone (PZ) during the recoating and relining of the 1200-1
Reservoir in FY 2021. 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:
The existing 8-inch transmission main appears undersized for current operations and not ideal for operating the 1200 PZ as a
Hydropneumatic system during the planned 1200-1 Reservoir Interior & Exterior Coatings (CIP P2533) work. It is not cost
effective to replace 1,100 LF of pipeline to provide a temporary benefit during the next maintenance cycle for the 1200-1
Reservoir. 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 2021.
COMMENTS:
FY2021 - Project budget increased from $325K to $650K to reflect current scope and pricing of project split in two (2) phases.
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
2021 2022 2023 2024 2025 2026 Total
$150 $200 $75 $0 $0 $0 $650
PRIOR YEARS:
TOTAL
$225
183
P2653
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 7/31/2020
$10
$100
PROJECT PHASE:
1/1/2020 12/31/2022 $540
PROJECT LOCATION:OWD Map Book:369,377,378
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
184
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
2021 2022 2023 2024 2025 2026 Total
$10 $85 $85 $0 $0 $0 $200
PRIOR YEARS:
TOTAL
$20
185
P2654
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2019 6/30/2021
$0
$65
PROJECT PHASE:
7/1/2021 6/30/2023 $135
PROJECT LOCATION:OWD Map Book:022
2021 2022 2023 2024 2025 2026 Total
$0 $0 $1,500 $1,500 $1,500 $0 $4,500
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
186
P2655La Presa Pipeline Improvements
Kevin Cameron 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
2021 2022 2023 2024 2025 2026 Total
$180 $150 $575 $550 $170 $50 $1,750
PRIOR YEARS:
TOTAL
$75
187
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 6/30/2026 $1,550
PROJECT LOCATION:OWD Map Book:302
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
188
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
2021 2022 2023 2024 2025 2026 Total
$30 $100 $0 $0 $0 $0 $150
PRIOR YEARS:
TOTAL
$20
189
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 6/30/2022 $110
PROJECT LOCATION:OWD Map Book:343
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
190
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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $5 $25 $900 $930
PRIOR YEARS:
TOTAL
$0
191
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 7/31/2026 $870
PROJECT LOCATION:OWD Map Book:336
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
192
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
gradeline 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
2021 2022 2023 2024 2025 2026 Total
$50 $100 $50 $0 $190 $200 $600
PRIOR YEARS:
TOTAL
$10
193
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 6/30/2026 $540
PROJECT LOCATION:OWD Map Book:331
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
194
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 Board room 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
2021 2022 2023 2024 2025 2026 Total
$20 $50 $50 $0 $0 $0 $300
PRIOR YEARS:
TOTAL
$180
195
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 3/31/2023 $300
PROJECT LOCATION:OWD Map Book:318
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
196
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
2021 2022 2023 2024 2025 2026 Total
$75 $75 $75 $75 $65 $5 $375
PRIOR YEARS:
TOTAL
$5
197
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
$20
PROJECT PHASE:
7/1/2021 6/30/2026 $350
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
198
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 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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $20 $30 $1,900 $2,000 $3,950
PRIOR YEARS:
TOTAL
$0
199
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
$30
PROJECT PHASE:
7/1/2024 6/30/2035 $16,450
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:1/16/2020Andrea Carey
200
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
2021 2022 2023 2024 2025 2026 Total
$25 $25 $375 $400 $425 $425 $1,700
PRIOR YEARS:
TOTAL
$25
201
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:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
202
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
2021 2022 2023 2024 2025 2026 Total
$55 $50 $50 $50 $50 $90 $350
PRIOR YEARS:
TOTAL
$5
203
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 6/30/2026 $315
PROJECT LOCATION:OWD Map Book:001 to 026
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
204
P2665PL - 12-inch Pipeline Replacement, 870 Zone, Cactus Road
Jeff Marchioro
6/3/2020
AA-P26XX01
2
2
$3,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement of approximately 4,850 feet of 12-inch and 10-inch potable water main within the 870 Pressure
Zone in Cactus Road.
JUSTIFICATION OF PROJECT:
This project will replace early 1960’s era, asbestos concrete pipe originally constructed under As-Built numbers 01-07 and 08-07.
The pipe is currently operating with a static pressure up to 20 psi above its existing Class 150 pressure class rating.
COMMENTS:
FY 2021 - This project has the potential to be partially constructed by the Lumina development that will upgrade Cactus Road for
the majority of the pipeline alignment. Staff will still evaluate an option to reduce pressure and a final decision will be determined
over the next couple of 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
2021 2022 2023 2024 2025 2026 Total
$5 $5 $25 $25 $25 $25 $110
PRIOR YEARS:
TOTAL
$0
205
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
$25
$375
PROJECT PHASE:
7/1/2026 6/30/2030 $3,100
PROJECT LOCATION:OWD Map Book:009
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
206
P2666Low Head and High Head Pump Stations Demolition
Jeff Marchioro
P2083
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
2021 2022 2023 2024 2025 2026 Total
$25 $25 $25 $25 $50 $50 $200
PRIOR YEARS:
TOTAL
$0
207
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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:7/7/2020Bob Kennedy
208
P2667Small Meter Testing Bench
Andrea Carey 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" or less.
JUSTIFICATION OF PROJECT:
The District's current meter test bench is over 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" 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 4- 3/4" meters at one time. New test benches have the capability of testing over 10-
3/4" 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 $69,000 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
2021 2022 2023 2024 2025 2026 Total
$150 $100 $0 $0 $0 $0 $250
PRIOR YEARS:
TOTAL
$0
209
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 6/30/2022 $225
PROJECT LOCATION:OWD Map Book:318
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/16/2020Bob Kennedy
210
P2668Implementation of PSIcapture Software for Accounts Payable
Invoice
Michael Kerr 0
1
$25,000
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 implementation of advanced automated document capture and data extraction functionality for Accounts
Payable invoices.
JUSTIFICATION OF PROJECT:
The District currently owns the PSIGEN Software and is planning on leveraging the functionality of implementing the PSIcapture
software tool. This tool will enable the automatic creation of AP invoice transactions in EDEN through a scanning feature. The
District currently scans invoices into LaserFiche as a PDF for document retention. Finance would like to eliminate redundant
data entry into EDEN by extending the scanning function into EDEN via the PSIcapture advanced automated document capture
and data extraction function.
Additionally, the project will contribute to the organization’s goal of eliminating paper-based processes by capturing and providing
advanced optical character recognition (OCR) identifying essential metadata necessary for migration into the District’s ERP
system and document management system. The extracting of data and having that information written to Eden and Laserfiche
management system will also provide greater efficiency in the AP process. This will allow two systems to interact seamlessly to
write the appropriate data to correct locations. Staff anticipates an overall processing reduction time by 50%; a savings of almost
25 hours per month.
COMMENTS:
FY 2021 - Business requirements and a cost/benefit analysis will be planned for FY 2021. The result of this analysis will
determine if the implementation of this solution should proceed.
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
2021 2022 2023 2024 2025 2026 Total
$25 $0 $0 $0 $0 $0 $25
PRIOR YEARS:
TOTAL
$0
211
P2668
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 6/30/2021 $25
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
212
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 ATS's and estimate their service life then prioritize their
replacement, if needed. In addition, existing end of life ATS’s 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 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 ATS’s is complete, the inspection process will move onto double wall ATS’s 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
2021 2022 2023 2024 2025 2026 Total
$26 $35 $39 $0 $0 $0 $100
PRIOR YEARS:
TOTAL
$0
213
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 6/30/2023 $100
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
214
P2670Administration and Operations Roof Repairs and Replacement
Kent Payne
6/3/2020
P2672
5
0
$325,000
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 Westcoast Roofing Consulting to evaluate the condition of the roofs on all District facilities and
provide an estimate of the cost to repair or services the roofs over the next six 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
2021 2022 2023 2024 2025 2026 Total
$5 $5 $5 $5 $25 $280 $325
PRIOR YEARS:
TOTAL
$0
215
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
$10
$25
PROJECT PHASE:
7/1/2025 6/30/2026 $290
PROJECT LOCATION:OWD Map Book:318
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
216
P2671980 Reservoirs Altitude Valve Vaults Renovation
Stephen Beppler
6/3/2020
5
1
$300,000
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
are recommended.
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
2021 2022 2023 2024 2025 2026 Total
$120 $170 $10 $0 $0 $0 $300
PRIOR YEARS:
TOTAL
$0
217
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 6/30/2023 $220
PROJECT LOCATION:OWD Map Book:172
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
218
P2672District Roof Repairs and Replacement Program
Kent Payne
6/3/2020
P2670
0
3
$375,000
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 services the roofs over the next six years. The cost of this work will be tracked using
separate subprojects for each District facility.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$25 $25 $125 $25 $75 $100 $375
PRIOR YEARS:
TOTAL
$0
219
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 6/30/2026 $325
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
220
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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $30 $30
PRIOR YEARS:
TOTAL
$0
221
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 6/4/2027 $2,030
PROJECT LOCATION:OWD Map Book:369
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
222
P2674System Pressure Reducing Program
Stephen Beppler
6/3/2020
AA-P26XX04
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
2021 2022 2023 2024 2025 2026 Total
$50 $10 $10 $10 $10 $10 $100
PRIOR YEARS:
TOTAL
$0
223
P2674
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 6/30/2026 $100
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
224
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 is
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
2021 2022 2023 2024 2025 2026 Total
$5 $55 $250 $100 $40 $0 $450
PRIOR YEARS:
TOTAL
$0
225
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 6/30/2025 $390
PROJECT LOCATION:OWD Map Book:066
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
226
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
2021 2022 2023 2024 2025 2026 Total
$1 $1 $1 $1 $1 $358 $365
PRIOR YEARS:
TOTAL
$2
227
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 6/30/2026 $315
PROJECT LOCATION:OWD Map Book:82
2021 2022 2023 2024 2025 2026 Total
$1,900 $1,900 $1,900 $1,900 $0 $0 $7,600
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
228
R2117RWCWRF Disinfection System Improvements
Stephen Beppler
6/3/2015
3
2
$1,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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. Increasing the size of the chlorine contact basin at the RWCWRF
will extend the useful life of pumps, the force main, and reservoir liners.
Recycled water credits are expected to offset a majority of the project costs.
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.
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
2021 2022 2023 2024 2025 2026 Total
$240 $1,000 $240 $20 $0 $0 $1,500
PRIOR YEARS:
TOTAL
$0
229
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 10/31/2021
$30
$370
PROJECT PHASE:
1/1/2021 6/30/2024 $1,100
PROJECT LOCATION:OWD Map Book:319
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
230
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
2021 2022 2023 2024 2025 2026 Total
$400 $225 $25 $0 $0 $0 $700
PRIOR YEARS:
TOTAL
$50
231
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 6/30/2023 $625
PROJECT LOCATION:OWD Map Book:319
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/13/2020Bob Kennedy
232
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
2021 2022 2023 2024 2025 2026 Total
$5 $5 $30 $50 $2,000 $289 $2,400
PRIOR YEARS:
TOTAL
$21
233
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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/30/2020Jeff Marchioro
234
R2143AMR Change-Out
Andrea Carey
1/7/2017
P2604
0
1
$525,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Change-out of existing Master Meter 3G registers to a combination of 3G and Allegro register and complete meter change-out of
Otay Water District's (District) highest users of 3/4-2-inch.
JUSTIFICATION OF PROJECT:
Update FY 2018 - Master Meter has identified a manufacture defect in registers built between 2009-2013 causing them to fail at
the 6-8 year mark. The District has approximately 15,000 of these in the ground and will need to make arrangements to change
out prior to original planned change out at year eleven (11). In addition, 2005-2008 installed registers will also need to be
changed out at year eleven (11). Staff has developed a new plan to change out all registers with a mixture of 3G (paid for under
warranty by Master Meter) and Allegro (Master Meter's latest technology) by the end of FY 2020. This shrinks the Change-Out
Program from a 7-year to a 4-year time frame. Total program budget was estimated at $10.1M (including recycled (R2143) and
potable), projected to be spent over seven (7) years. Now the total program budget is estimated to be $6.8M (recycled and
potable).
COMMENTS:
FY 2018 - In FY 2025, the Change-Out Program will resume replacing all meters and registers. Plan to expand the Program to a
ten (10) year Change-Out Program for registers and twenty (20) year Change-Out Program for meters (with exception of high
users, which will have full meter change out every ten (10) years) at that time.
FY 2019 - Staff has developed a new plan to change out all registers by the end of FY 2021. This shrinks the Change-Out
Program from a 7-year to a 5-year time frame at $525K. The project will remain open for 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
2021 2022 2023 2024 2025 2026 Total
$130 $35 $25 $0 $0 $0 $525
PRIOR YEARS:
TOTAL
$335
235
R2143
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
1/7/2017 6/30/2023 $525
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
236
R2144RWCWRF Roofing Replacement and Natural Light Enhancement
(R)
Kent Payne
6/3/2020
S2067
3
1
$175,000
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 services the roofs over the next six years.
This CIP is for the recycled water portion of the roof replacement work at RWCWRF.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$100 $40 $35 $0 $0 $0 $175
PRIOR YEARS:
TOTAL
$0
237
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 $160
PROJECT LOCATION:OWD Map Book:319
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
238
R2146Recycled Pipeline Cathodic Protection Improvements
Jeff Marchioro
5/21/2018
P2508
0
2
$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 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 2015 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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$25 $25 $150 $250 $200 $25 $700
PRIOR YEARS:
TOTAL
$25
239
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
$60
$150
PROJECT PHASE:
7/1/2022 6/30/2026 $490
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:6/29/2020Bob Kennedy
240
R2147RWCWRF Fuel Lines Replacement
Jeff Marchioro
5/21/2018
3
1
$230,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Replace underground and above ground diesel fuel piping between the existing 12,000 bulk diesel tank, two (2) 65 gallon day
tanks, and return tank. Replace existing return tank. SCADA improvements will be completed under a separate CIP number.
JUSTIFICATION OF PROJECT:
Existing underground diesel fuel lines, partially installed together with the original treatment plant in 1979, must be replaced to
gain compliance with the County of San Diego inspection report dated July 25, 2017 and current federal regulations. The late
1980’s/early 1990’s era return tank and associated components have not held up outside/uncovered and have reached the end
of their useful lives.
COMMENTS:
FY 2020 - Project budget increased from $175K to $225K, as approved at the January 2019 Board Meeting.
FY 2021 - Project increased $5K to $230K for 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
2021 2022 2023 2024 2025 2026 Total
$2 $5 $0 $0 $0 $0 $230
PRIOR YEARS:
TOTAL
$223
241
R2147
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 12/31/2018
7/1/2018 12/31/2018
$10
$30
PROJECT PHASE:
1/1/2019 6/30/2022 $190
PROJECT LOCATION:OWD Map Book:319
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
242
R2148Large Meter Replacement - Recycled
Andrea Carey
5/21/2018
0
1
$58,000
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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$10 $9 $8 $8 $8 $0 $58
PRIOR YEARS:
TOTAL
$15
243
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 6/30/2025 $58
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
244
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
20-year change-out program for the majority of water meters and 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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $10 $10 $50 $60 $130
PRIOR YEARS:
TOTAL
$0
245
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:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:1/16/2020Andrea Carey
246
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
2021 2022 2023 2024 2025 2026 Total
$1 $1 $1 $1 $1 $45 $50
PRIOR YEARS:
TOTAL
$0
247
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
$5
$145
PROJECT PHASE:
7/1/2026 6/30/2035 $850
PROJECT LOCATION:OWD Map Book:066,115 & 319
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:1/23/2020Steve Beppler
248
R2154RWCWRF Entrance Storm Water Improvements (R)
Stephen Beppler
6/3/2020
AA-S20XX02
3
1
$125,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Upgrade the storm water retention and conveyance infrastructure at the entrance to the Ralph W. Chapman Water Reclamation
Facility with the replacement of pumps for increased capacity and enlarged storage vaults.
JUSTIFICATION OF PROJECT:
The plant is required to capture all storm water runoff from the site due to water quality requirements. It is defined as an industrial
site and the release of any storm water from the site is regulated by the RWQCB under the Storm water Industrial General Permit
(IGP). The plant has had two permit violations (for TSS) for discharges from the front storm water sump at the plant. This sump is
small and easily overflows during substantial storms leading to storm water discharges which must be sampled. Due to the two
violations, the plant is now in Exceedance Level 2 and the permit requires additional changes (BMP’s and/or other control
measures) to show that it is working to bring the plant site back in compliance with permit conditions.
Overall budget of $250,000 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
2021 2022 2023 2024 2025 2026 Total
$115 $10 $0 $0 $0 $0 $125
PRIOR YEARS:
TOTAL
$0
249
R2154
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 2/28/2021
$5
$20
PROJECT PHASE:
3/1/2021 6/30/2022 $100
PROJECT LOCATION:OWD Map Book:319
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
250
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:
SubprojectsSubprojects 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
2021 2022 2023 2024 2025 2026 Total
$250 $65 $10 $10 $25 $140 $500
PRIOR YEARS:
TOTAL
$0
251
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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
252
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 expansion of the chlorine contact basin which will provide a suitable readily accessible
location for installing the pumps with a lower chlorine dose to extend the life of 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:
Project was identified in the RWCWRF Master Plan.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%75%0%75%
Betterment ID 22 0%25%0%0%25%
TOTAL:0%25%75%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$100 $140 $50 $10 $0 $0 $300
PRIOR YEARS:
TOTAL
$0
253
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 10/31/2021
$10
$90
PROJECT PHASE:
11/1/2021 6/30/2024 $200
PROJECT LOCATION:OWD Map Book:319
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
254
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. Expansion of the adjacent chlorine
contact basin will extend into the pond, requiring 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
2021 2022 2023 2024 2025 2026 Total
$40 $95 $30 $10 $0 $0 $175
PRIOR YEARS:
TOTAL
$0
255
R2158
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 10/31/2021
$10
$50
PROJECT PHASE:
11/1/2021 6/30/2024 $115
PROJECT LOCATION:OWD Map Book:319
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
256
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$5 $5 $125 $125 $125 $150 $1,735
PRIOR YEARS:
TOTAL
$1,200
257
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:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:2/21/2020Bob Kennedy
258
S2024Campo Road Sewer Main Replacement
Stephen Beppler
5/17/2010
3
1
$11,000,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is 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.
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
2021 2022 2023 2024 2025 2026 Total
$10 $5 $5 $0 $0 $0 $11,000
PRIOR YEARS:
TOTAL
$10,980
259
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 6/30/2023 $9,500
PROJECT LOCATION:OWD Map Book:330
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Bob Kennedy
260
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 Recycling 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
2021 2022 2023 2024 2025 2026 Total
$1 $1 $1 $1 $1 $50 $185
PRIOR YEARS:
TOTAL
$130
261
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
$0
PROJECT PHASE:
7/1/2026 6/30/2030 $0
PROJECT LOCATION:OWD Map Book:319
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
262
S2047Asset Management - Info Master Sewer Implementation
Ming Zhao
5/23/2016
5
2
$58,000
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 purchase and implementation of sewer asset management decision making software, Info Master Sewer.
JUSTIFICATION OF PROJECT:
Allows for asset management of sewer system.
COMMENTS:
FY 2018 - This was originally part of the P2486 Asset Management CIP. As this portion is for sewer, a separate CIP was created
to reflect the different funding resource. The overall CIP amount does not change.
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
2021 2022 2023 2024 2025 2026 Total
$5 $5 $9 $0 $0 $0 $58
PRIOR YEARS:
TOTAL
$39
263
S2047
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2017 6/30/2023 $58
$0
PROJECT PHASE:
7/1/2018 6/30/2023 $0
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
264
S2049Calavo Basin Sewer Rehabilitation - Phase 2
Stephen Beppler
5/23/2016
S2050
5
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 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, 310, 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 CIP's
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$25 $190 $450 $300 $20 $0 $1,050
PRIOR YEARS:
TOTAL
$65
265
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 1/31/2022
$30
$120
PROJECT PHASE:
2/1/2021 6/30/2025 $900
PROJECT LOCATION:OWD Map Book:353, 354, 365 &
366
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
266
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 CIP's 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
2021 2022 2023 2024 2025 2026 Total
$5 $5 $10 $20 $180 $800 $1,030
PRIOR YEARS:
TOTAL
$10
267
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 8/31/2025
$30
$220
PROJECT PHASE:
9/1/2025 6/30/2028 $850
PROJECT LOCATION:OWD Map Book:355, 356, 357,
368,
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
268
S2054Calavo Basin Sewer Rehabilitation - Phase 3
Stephen Beppler
5/23/2016
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 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, 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 CIP's 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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $10 $100 $110
PRIOR YEARS:
TOTAL
$0
269
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 6/30/2030 $930
PROJECT LOCATION:OWD Map Book:353, 354, 365,
366
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
270
S2060Steele Canyon Pump Station Replacement
Stephen Beppler
5/21/2018
3
3
$1,700,000
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 2021 - Costs adjusted to reflect current bidding 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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $10 $40 $250 $300
PRIOR YEARS:
TOTAL
$0
271
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 6/30/2026
$50
$450
PROJECT PHASE:
7/1/2026 6/30/2029 $1,200
PROJECT LOCATION:OWD Map Book:331
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
272
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 can't 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
2021 2022 2023 2024 2025 2026 Total
$50 $100 $40 $0 $0 $0 $220
PRIOR YEARS:
TOTAL
$30
273
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 6/30/2023 $160
PROJECT LOCATION:OWD Map Book:319
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
274
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 CIP's 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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $5 $25 $30
PRIOR YEARS:
TOTAL
$0
275
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
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:1/23/2020Steve Beppler
276
S2067RWCWRF Roofing Replacement and Natural Light Enhancement
(S)
Kent Payne
5/21/2018
3
1
$190,000
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:
This is for the sewer portion of the overall project. This is for the sewer portion of the overall project. 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
2021 2022 2023 2024 2025 2026 Total
$75 $75 $24 $0 $0 $0 $190
PRIOR YEARS:
TOTAL
$16
277
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
$16
$15
PROJECT PHASE:
7/1/2021 6/30/2023 $159
PROJECT LOCATION:OWD Map Book:319
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
278
S2069Cottonwood Sewer Pump Station Renovation
Stephen Beppler
6/5/2019
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:
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.) Change from suction lift to submersible pumps will be considered in the replacement
PS design, which could provide a more efficient site layout considering the site constraints (40’x40’). Replacement pumps need to
be sized for future growth to the PS, see additional discussion under comments. Existing pumping capacity is estimated at about
380 gpm, which is appropriate for the existing EDU count and basin I/I. Additional growth within the sewer basin will need to
increase the PS capacity. The future capacity is unknown at this time and will need to be determined during the planning phase,
but may exceed 500 gpm.
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 does not protect the PS from the elements adequately with significant rain water entering the dry well and
the room does not dry out readily afterwards. This has contributed to corrosion of the equipment within the pump room. 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 including a portion of the
Cottonwood Golf Course repurposing project, which includes development of 45-acres outside the flood plain; and a tract
adjacent to Steele Canyon Golf Course, which potentially has 120 lots. 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. The timing of the project is still pending input from the County
for their ability to include this in their CIP program.
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.
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
2021 2022 2023 2024 2025 2026 Total
$75 $150 $250 $700 $800 $300 $2,295
PRIOR YEARS:
TOTAL
$20
279
S2069
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2019 12/31/2020
1/1/2021 2/28/2024
$30
$670
PROJECT PHASE:
3/1/2024 6/30/2027 $1,800
PROJECT LOCATION:OWD Map Book:332
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
280
S2070Hidden Mountain Sewer Pump Station Wet Well Renovation
Stephen Beppler
6/5/2019
5
1
$215,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Renovation of the auxiliary wet wells adjacent to the Hidden Mountain Sewage Pump Station (PS) involves the grouting of the
bottom of the 6 ft. diameter and 8 ft. diameter structures to allow for their drainage during each pump cycle. This will maintain
most of the operational volume and emergency storage these wet wells provide while keeping the deposit of solids and grease to
a minimum. New piping between the wet wells is also required. Temporary pumping measures may be required during
construction.
JUSTIFICATION OF PROJECT:
The PS was constructed in 1978 and the wet well addition was completed in 2004. There is excessive wet well volume below the
pump off level in the auxiliary wet wells, allowing for solids to settle and grease to collect and not get flushed towards the pumps.
This creates septic conditions, which adversely impact the operation of the RWCWRF (increases maintenance and operational
costs of the biological process and potentially creates permit violations) as well as increased maintenance and odor issues at the
PS and force main discharge. Staff currently need to perform monthly servicing of the PS whereas the improvements would
reduce this maintenance to quarterly visits. The septicity issue was raised in the Ralph W. Chapman Water Reclamation Facility
Audit Report of May 2018 prepared by Environmental Leverage.
COMMENTS:
FY 2021 - Project budget revised during FY 2020 with construction contract award from $150K to $215K. Majority of the work is
expected to be completed in FY 2020.
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
2021 2022 2023 2024 2025 2026 Total
$5 $0 $0 $0 $0 $0 $215
PRIOR YEARS:
TOTAL
$210
281
S2070
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2019 9/30/2019
7/1/2019 12/31/2019
$5
$35
PROJECT PHASE:
1/1/2020 6/30/2021 $175
PROJECT LOCATION:OWD Map Book:377
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
282
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. 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
Expansion 34%0%0%0%34%
Betterment ID 18 0%65%0%0%66%
TOTAL:34%66%0%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$40 $50 $50 $80 $100 $100 $520
PRIOR YEARS:
TOTAL
$100
283
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 $8,300
PROJECT LOCATION:OWD Map Book:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/14/2020Jolene Fielding
284
S2072RWCWRF Rotary Screen Replacement
Stephen Beppler
6/3/2020
3
3
$450,000
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. 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.
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 within the next six
(6) years.
COMMENTS:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0%0%100%0%100%
TOTAL:0%0%100%0%100%
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2021 2022 2023 2024 2025 2026 Total
$1 $1 $1 $1 $11 $100 $115
PRIOR YEARS:
TOTAL
$0
285
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
1/1/2026 12/31/2026
$15
$120
PROJECT PHASE:
1/1/2027 6/30/2029 $315
PROJECT LOCATION:OWD Map Book:319
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
286
S2073RWCWRF Entrance Storm Water Improvements (S)
Stephen Beppler
6/3/2020
AA-R21XX01
3
1
$125,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Upgrade the storm water retention and conveyance infrastructure at the entrance to the Ralph W. Chapman Water Reclamation
Facility with the replacement of pumps for increased capacity and enlarged storage vaults.
JUSTIFICATION OF PROJECT:
The plant is required to capture all storm water runoff from the site due to water quality requirements. It is defined as an
industrial site and the release of any storm water from the site is regulated by the RWQCB under the Storm Water Industrial
General Permit (IGP). The plant has had two (2) permit violations (for TSS) for discharges from the front storm water sump at the
plant. This sump is small and easily overflows during substantial storms leading to storm water discharges which must be
sampled. Due to the two (2) violations, the plant is now in Exceedance Level 2 and the permit requires additional changes
(BMP’s and/or other control measures) to show that it is working to bring the plant site back in compliance with permit conditions.
Overall budget of $250,000 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
2021 2022 2023 2024 2025 2026 Total
$115 $10 $0 $0 $0 $0 $125
PRIOR YEARS:
TOTAL
$0
287
S2073
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 2/28/2021
$5
$20
PROJECT PHASE:
3/1/2021 6/30/2022 $100
PROJECT LOCATION:OWD Map Book:319
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
288
S2074RWCWRF Stormwater Pond Improvements (S)
Stephen Beppler
6/3/2020
AA-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. Expansion of the adjacent chlorine
contact basin will extend into the pond requiring 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:
Project is dependent upon approving construction of the chlorine contact tank. Project is dependent upon approving construction
of the chlorine contact 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
2021 2022 2023 2024 2025 2026 Total
$40 $95 $30 $10 $0 $0 $175
PRIOR YEARS:
TOTAL
$0
289
S2074
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 10/31/2021
$10
$50
PROJECT PHASE:
11/1/2021 6/30/2024 $115
PROJECT LOCATION:OWD Map Book:319
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
290
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
2021 2022 2023 2024 2025 2026 Total
$25 $25 $25 $25 $100 $100 $300
PRIOR YEARS:
TOTAL
$0
291
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:
2021 2022 2023 2024 2025 2026 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:8/2/2020Bob Kennedy
292
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,
293
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.
294
Capacity
Name Fee (1)
Capacity Fee Section 28.01 $7,669.93
Triad Capacity Fee $5,753.98
New Water Supply Fee $832.57
(1)This is based on a 3/4 inch water meter effective 4/1/2020.
Note: For a full listing of fees per meter size visit the District's website at:
otaywater.gov/engineering/public-services. Then select "Fees and Deposits".
Water Meter Capacity Fees
295
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.
296
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.
297
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
298
Index
Annual CIP Development Policy No. 6 293-294
Awards xiv-xvii
Capital Budget Narrative 37-39
CIP Budget Basis 7
CIP Budget Calendar 8
CIP Budget Control and Jurisdiction 6
CIP Budget Guide 1
CIP Budget Process 5-7
CIP Justification and Impact on Operating Budget 51
CIP Project Index 55-58
CIP Project Sheet Description 53-54
CIP Projects 59-292
CIP Reserve Funds 40
Current Economic Conditions 13-15
Demographics 9
District Formation 3
Economic Outlook 15
Fund Structure 7
Glossary 296-297
Key Performance Indicators:
Administrative Services 21-22
Finance 23-26
Water Operations 27-32
Engineering 33-35
Letter of Transmittal iii-xiii
List of Acronyms 298
Major CIP Projects 46
Mission Statement, Vision, Statement of Values 2
Organizational Structure 4
Resolution No. 4384 xviii-xix
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) 41
Six-Year CIP Projects Summary by Fund ($1,000s) 41
Six-Year CIP Projects by Source and Fund ($1,000s) 42-45
Six-Year CIP Projects Schedule 47-50
Strategic Planning Process 20
Table of Contents i-ii
299
Index
Ten Principal Taxpayers 10
Ten Largest Customers 10
The Future 15-19
Water Meter Capacity Fees 295
Water Comparison – Member Agency Water Rates 11
300