HomeMy WebLinkAboutCapital Improvement Program Budget FY 2020-2025
Otay Water District
Capital Improvement Program Budget
Fiscal Years 2020-2025
BOARD OF DIRECTORS
Mitch Thompson, Division 2 President
Mark Robak, Division 5 Vice President
Hector Gastelum, Division 4 Treasurer
Tim Smith, Division 1
Gary Croucher, Division 3
MANAGEMENT TEAM
Mark Watton General Manager
Joseph R. Beachem Chief Financial Officer
Kevin Koeppen Assistant Chief, Finance
Adolfo Segura Chief, Administrative Services
Pedro Porras Chief, Water Operations
Jose Martinez Assistant Chief, Water Operations
Rod Posada Chief, Engineering
Dan Martin Assistant Chief, Engineering
Table of Contents
Page
Letter of Transmittal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii
Awards. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xii
Resolution No. 4367. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xvi
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 Basis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Fund Structure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
CIP Budget Calendar . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Demographics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Service Area Assessed Valuation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Ten Principal Taxpayers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Ten Largest Customers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Water Rate Comparison – Member Agency Water Rates. . . . . . . . . . . . . . . . . . . . . . . . . . 11
Sewer Rate Comparison. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
San Diego Rainfall. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
Current Economic Conditions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
Economic Outlook. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
The Future . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Strategic Planning Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
Key Performance Indicators:
Administrative Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
Finance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
Water Operations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
Engineering . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32
CAPITAL BUDGET
Capital Budget Narrative. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
CIP Reserve Funds ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37
Six-Year CIP Projects Summary by Source ($1,000s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Six-Year CIP Projects Summary by Fund ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Six-Year CIP Projects by Source and Fund ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
Major CIP Projects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43
Six-Year CIP Projects Schedule. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44
CIP Justification and Impact on Operating Budget. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
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Table of Contents
CIP PROJECTS
CIP Project Sheet Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
CIP Project Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51
CIP Projects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55
APPENDIX
Annual CIP Development Policy No. 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 281
Water Meter Capacity Fees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 283
Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 284
List of Acronyms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 286
Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 287
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September 27, 2019
Honorable Board of Directors
Otay Water District
I am pleased to present the Otay Water District’s Adopted Operating and Capital Budget for
Fiscal Year 2020. The budget supports the District’s updated 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 Year 2020. The success as an agency is
significantly enhanced by the policies and practices implemented by its Board and
management to ensure the stability, reliability, strength, and sustainability of the District.
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 achieve continued success as an agency and thus, ensure the
well-being and quality of life of its nearly 224,000 customers. Our goal is to sustain the
services we provide, while at the same time, minimize rate impacts for our ratepayers.
Water-Use Efficiency and California State Mandates
On April 7, 2017, Governor Jerry Brown issued an executive order officially ending the
drought state of emergency in most of California. The Governor also released the state’s
long-term plan to better prepare the state for future droughts and make conservation a way
of life. In late April 2017, the State Water Resources Control Board (SWRCB) rescinded the
conservation mandates but continued the water-use reporting requirements and
prohibitions against wasteful practices. As part of the Governor’s mandate, the SWRCB
adopted Resolution No. 2016-0029, which allowed individual suppliers to self-certify that
there would be no supply shortfall even with three additional dry years. With the certification
of the Claude “Bud” Lewis Carlsbad Desalination Plant, the additional water storage
capacity, and the upgraded conveyance systems, the San Diego region’s water agencies
have the ability to provide sufficient water supplies to meet customer demands, assuring
there would be no supply shortfall even if three additional dry years were to be realized.
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Building on efforts to make water conservation a way of life and to better prepare the state
for droughts and climate change, on May 31, 2018, Governor Brown signed two bills into
law – Senate Bill 606 and Assembly Bill 1668 – which established permanent water-use
restrictions throughout California. The laws outline an overall framework to guide the
District and other urban water suppliers in setting water-use targets. The District has been
working with the San Diego County Water Authority, other water agencies, and state
officials to define how the new laws will be implemented, ensuring the regulations are both
equitable and reflect local conditions.
As part of its efforts to keep stakeholders engaged in the conservation legislation (AB 1668
and SB 606), in May 2019, the SWRCB held its first quarterly Urban Overview Meeting. The
SWRCB’s goal is to keep the District, other water agencies, and stakeholders apprised of
the big picture through progress reports provided by each of the 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, on April 29, 2019, Governor Newsom issued Executive Order N-10-19. 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.
Key Legislation
An ongoing and significant concern is access to safe and affordable drinking water in the
state. The District has played an active role in supporting the “no water tax” initiative to
creatively resolve funding drinking water quality conditions within many disadvantaged
communities throughout California, without the imposition of a drinking water tax on the
District and its customers. Several of the efforts to impose the water tax would have required
significant administrative costs to water agencies, which would be counterproductive to the
effort. In July, the Governor signed SB 200 (Monning), which establishes a stable ongoing
fund to help communities access safe drinking water, putting to rest the water tax
discussion for this year and optimistically for years to come.
A legislative bill that passed during the 2018 legislative session and has a financial impact
on the District and its ratepayers, is Senate Bill 998 (Dodd), a measure which places
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limitations on water agency shutoff policies and procedures. The new measure will
increase the District’s service shut-off days for delinquent accounts from 45 days to no less
than 60 days, create a cap on reconnection fees, and grant authority to both the SWRCB
and the Attorney General to enforce provisions of the bill. Because the new law impacts
existing practices, policies, and procedures, the District along with other urban and
community water systems that provide water to more than 200 service connections,
continue to evaluate the details of SB998 so the District is prepared for when the new
requirements go into effect on February 1, 2020.
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 the San Diego County Water Authority, Assembly Bill (AB 1588). If passed,
this bill ensures military veterans transitioning into civilian water and wastewater operator
occupations receive appropriate credit for experience and education gained during military
service. AB 1588 unanimously passed the Senate Environmental Quality and Senate
Veterans Affairs committees. Because the bill has negligible state costs, it also passed out
of the Senate Appropriations Committee pursuant to Senate Rule 28.8, which basically
places it on consent, but without a vote. On August 26, it passed unanimously on the Senate
Floor, and on September 5, passed on concurrence in the Assembly. The District, along with
other water agencies, business, and military veterans’ organizations, continue to fervently
advocate for support of this bill and to gain Governor Gavin Newsom’s signature to pass it
as a law.
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 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 support the District’s water supply and sewer facilities
that serve its customers now and in the future. The four-year (Fiscal Years 2019-2022)
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.
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The District’s Strategic Plan also serves as a roadmap to execute its objectives and track
day-to-day performance metrics, which ensure deliverables are being met, and essential
work processes are continuously being fine-tuned. Using the Balanced Scorecard
framework, management and staff share a focused 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 in order to counter growing 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 must
continue to place emphasis on efficiencies within the agency, including innovation and
continued use of technology.
In effect, the District leverages its investments in technology to 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
blend of 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 for utilities.
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
by approximately 10 years. There are many benefits to utilizing AMR meters, including the
future potential reduction of full-time 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.
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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 2020, the
District has reduced staffing by 36.75 full-time equivalent positions, or 21%, while the
number of customer accounts increased by 3,879.
Employee Count and Number of 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 MWD. This helps to address customer concerns
about rising water rates.
In an effort 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 88%. This will save the District approximately
$16 million over the next 24 years. The District’s Other Post Employee Benefit (OPEB) plan
is similarly well funded at 89% and is expected to be fully funded in Fiscal Year 2020.
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
17
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.
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.
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13
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13
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52,615
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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
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Fiscal Year
vii
third 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 third lowest sewer rate out of the 28 sewer service providers in the County (based
on 8.6 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 107.8%, while the District’s retail water rates have increased to a lower 104.2%.
Wholesale Water Supply Costs vs. District Retail Rate Increases
The District currently delivers water service to 51,034 potable and 731 recycled water
customer accounts. The District purchases all the potable water sold to customers from
the CWA. 32 percent of this water, in turn, is purchased from the region’s primary water
importer, MWD. This number has decreased significantly compared to previous years due
to conservation efforts, the water transfer with Imperial Irrigation District (IID), All American
canal lining, and seawater desalination.
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.
0%
20%
40%
60%
80%
100%
120%
2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020
104.2%
107.8%CWA Water Cost Increase
Otay Water Rate Increase
viii
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 4,729 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.
Fiscal Year 2020 Operating Budget Summary
The District’s operating expenditures consist of three major sectors: potable water, recycled
water, and sewer, which include a total budget of $105.8 million for Fiscal Year 2020.
Revenues from potable and recycled water are projected to be $93.8 million, approximately
$2.6 million less than the Fiscal Year 2019 budget. District staff expects potable water sales
volumes to decrease by 8.3% compared to Fiscal Year 2019 budgeted potable sales. The
decline in budgeted potable water sales volumes is due to an expectation of more
temperate weather than what was budgeted for in Fiscal Year 2019. The District projects
sewer revenues to be $2.9 million, approximately $33 thousand less than Fiscal Year 2019.
The remaining budgeted revenues of $9.1 million 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 3.4% from MWD and CWA due to the high
cost of supply programs, higher energy costs, and increasing operating costs.
• 4.7% water rate increase budgeted for January 1, 2020, and an 8.9% rate increase
for sewer, effective January 1, 2020.
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• Metro sewer costs includes the anticipated impact of the City of San Diego’s Pure
Water Program costs.
• The District maintains low water rates, below the countywide average of the County’s
24 water agencies.
Fiscal Year 2020-2025 Capital Improvement Program (CIP)
The CIP budget emphasizes long-term planning for ongoing programs to meet population
growth, while functioning within fiscal constraints. The Fiscal Year 2020-2025 CIP budget
contains 122 projects and totals $88.3 million. The Sewer Budget reflects a $6.0 million debt
issuance through a public or private sale in Fiscal Year 2020 to fund the Campo Road Sewer
Replacement Project (S2024). In Fiscal Year 2019, the District’s water segment issued $34.9
million of debt, of which, $28 million will fund water projects, and $6.8 million was used to
refund the District’s 1996 Variable Rate Certificate of Participation. The water segment is
not anticipating borrowing any additional funds over the next six years.
The Fiscal Year 2020 CIP budget contains 97 projects and totals $17.2 million. The District
categorizes projects into three business segments (Potable Water, Recycled Water, and
Sewer). Funding for the Fiscal Year 2020 Potable, Recycled, and Sewer projects are $14.3
million, $0.7 million and $2.2 million, respectively. CIPs are also categorized into four
categories: expansion, betterment, replacement, or new water supply. The following is a
breakdown of the CIPs into the four categories:
Expansion projects $ 69,000
Betterment projects $ 3,581,000
Replacement projects $ 12,949,000
New Supply projects $ 623,000
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, 2018. 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.
• The California Society of Municipal Finance Officers presented Otay Water District
the Certificate of Award for Excellence in Operating Budgeting for Fiscal Year 2018-
2019.
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• The California Society of Municipal Finance Officers presented Otay Water District
the Certificate of Award for Excellence in Capital Budgeting for Fiscal Year 2018-2019.
• 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, 2018.
Conclusion
The challenges presented this year 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.
Mark Watton, General Manager
xi
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 2018-2019. 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.
xii
Financial Awards
The California Society of Municipal Finance Officers presented Otay Water District the Operating
Budget Excellence Award for Fiscal Year 2018-2019.
xiii
Financial Awards
The California Society of Municipal Finance Officers presented Otay Water District the Capital
Budgeting Excellence Award for Fiscal Year 2018-2019.
xiv
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, 2018.
xv
RESOLUTION NO. 4367
A RESOLUTION OF THE BOARD OF DIRECTORS OF
OTAY WATER DISTRICT ADOPTING THE
FISCAL YEAR 2019-2020
OPERATING AND CAPITAL BUDGET;
AND SALARY SCHEDULE
WHEREAS, the Otay Water District Board of Directors have
been presented with a budget (Exhibit A) for the operation of
the Otay Water District for Fiscal Year 2019-2020; and
WHEREAS, the Fiscal Year 2019-2020 Operating and Capital
Budget, has been reviewed and considered by the Board;
WHEREAS, it is in the interest of the District to adopt a
budget for said year;
WHEREAS, in connection with the adoption of the budget, the
Board is also being presented with the Salary Schedule
(Exhibit B) for its consideration, in order to comply with
California Code of Regulations Section 570.5,
NOW, THEREFORE, BE IT RESOLVED, DETERMINED AND ORDERED by
the Board of Directors of the Otay Water District that the
Operating and Capital Budget for the operation of the District,
incorporated herein by reference, is hereby adopted as the
District's budget for Fiscal Year 2019-2020.
BE IT FURTHER RESOLVED that the Board hereby approves and
adopts the Salary Schedule included with the budget and,
consistent with his authority over employee compensation under
both State law and the District's Code of Ordinances, authorizes
Page 1 of 2
xvi
t he General Manager to update the Salary Schedule, whenever
necessary, to reflect changes made within his authorit y .
PASSED , APPROVED AND ADOPTED by the Board of Directors of
Otay Water District at a board meeting held this 5th day of June
2019 , by the following vote :
ATTEST :
Ayes: Directors Gastelum, Robak, Smith andThompson
Noes : Dir ector Croucher
Abstain : None
Absent : None
Di ~~
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xviii
Overview
CIP Budget Guide
The District views the Capital Improvement Program (CIP) Budget as an essential tool for proper
financial management of the CIP projects. The District manages growth and maintenance of assets
through this program. The CIP budget is developed with input from the various project managers
throughout the organization and is adopted prior to the start of each fiscal year for the current fiscal
year and five subsequent years. It is designed and presented for the general needs of the District, its
staff, and citizens. It is a comprehensive and balanced financial plan. This plan features the CIP
budget based on the demands for services and the impact on the District’s financial status and future
plans. The budget book is divided into the following sections.
Overview
This introductory section contains over all 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 2,607 acre-feet per year of recycled water for fiscal year 2020, 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.
3
Overview
Skinner Treatment Plant, the San Diego County Water Authority’s Twin Oaks Valley Water Treatment
Plant, the Carlsbad Desalination Plant, and the Helix Water District’s R.M. Levy Water Treatment Plant.
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.
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
(53)
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 0.5%.
• 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 conservation levels, projected growth in
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
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 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 project
manager uses the CIP Budget module system to review year-to-date project expenses and then
estimates costs to the end of the fiscal year. They also project future costs to complete the project.
Costs are adjusted for scope changes as well as construction cost increases. Engineering then
compiles the CIP Budget and submits it to the General Manager for review prior to presentation to
the Board of Directors.
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.
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.
6
Overview
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 2019-2020, which provides the detailed
flow of funds.
Recycle
Sewer
Sewer
Operating
Budget
Sewer
CIP Budget
Sewer
Developer
Deposits
Recycle
Operating
Budget
Recycle
Developer
Deposits
Recycle
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 page 5.
December/January February March April May/June
12/21/18
Budget instructions for the
Operating and Capital
Budget are distributed to
departments
12/21/18 - 1/18/19
Departments begin CIP
Budget Process which
includes:
• Review existing FY 2019
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
6/30/19 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.
2/5/19
Finance initial review
of CIP Budget with
Chief of Engineering
including year over
year explanations
2/11/19
Engineering reviews all
CIP budget requests
with General Manager
2/21/19
Engineering have
second review and
finalized the FY 2019
CIP Budget including
year to year
explanations
2/26/19
Engineering finalizes
CIP projects with
Chiefs
3/4/19
Engineering to finalize
CIP projects with
Finance and General
Manager
4/3/19
Economic Outlook
presented to Board
by external
economist
4/11/19
CIP Sheets
finalized and sent
to Finance to
incorporate into
rate model to
determine
proposed rates
4/18/19
Review
assumptions and
rates with Assistant
Chiefs, Chiefs, and
General Manager
4/23/19
FY 2020 key
assumptions,
inputs, and open
items for Practice
Run-through
5/2/19
Board Workshop #1
to review the
Strategic Plan
Initiatives, to discuss
the key budget
assumptions and to
provide preliminary
information on the
Capital Improvement
Program Budget
5/6/19
Hard copy of
preliminary Budget to
Assistant Chiefs,
Chiefs, and General
Manager for review
5/14/19
FY 2019 Budget:
Practice Run-through
6/5/19
Board Meeting/Board
Workshop #2 –
approval of the FY
2019-2020 Operating
and Capital Budget
and
FY 2020-2025 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 267,503
Otay Water District population served 223,698
Persons/Household 3.2
Ethnic/Racial makeup (City of Chula Vista)
Hispanic 60%
Non-Hispanic White 18%
Asian 15%
Other 7%
Median Age 34.6
Percentage with 4 year degree or higher 28.1%
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 $30.8 billion of assessed valuation.
Properties are assessed at 100% of their full value less exemption from taxation under the law and
homeowner’s exemptions. The District receives its portion of the 1% property tax, according to
Proposition 13 and AB8. With the very recent increases in the assessed valuation, the District will
benefit by receiving its proportionate share of this increase.
Six-Year Service Area Assessed Valuation
23 25 26 28 29 31
$0
$5
$10
$15
$20
$25
$30
$35
FY 2014 FY 2015 FY 2016 FY 2017 FY 2018 FY 2019
Bi
l
l
i
o
n
s
9
Overview
Ten Principal taxpayers as of June 30, 2019
Organization Assessed Percent
Value to Total
1. Rancho Investors LP $ 163,550,880 0.53%
2. John Hancock Life Insurance Co USA 149,802,150 0.49%
3. GGP-Otay Ranch LP 131,789,675 0.43%
4. Corrections Corporation of America 125,625,482 0.41%
5. Regulo Place Apartments Investors LLC 115,438,490 0.38%
6. Homefed Otay Land II LLC 107,315,177 0.34%
7. Brisa Acquisitions LLC 102,211,501 0.33%
8. N M Pulse LLC 97,016,769 0.32%
9. Vista Pacific Villas LP/Sunbow Partners LP 96,808,292 0.31%
10. EQR-Teresina LP 82,387,053 0.27%
Total Top 10 Principal Taxpayers $1,171,945,469 3.81%
Total Service Area Assessed Valuation $30,767,749,324
Ten Largest Customers – Fiscal Year 2019
Customer Customer Annual % of Water
Name Type Revenues Sales
1. City of Chula Vista Publicly Owned $ 3,499,674 4.0%
2. State of California Publicly Owned 1,044,665 1.2%
3. County of San Diego Publicly Owned 938,870 1.1%
4. Eastlake III Community Commercial 858,310 1.0%
5. Chula Vista Elementary School District Publicly Owned 677,674 0.8%
6. Sweetwater Union High School District Publicly Owned 676,255 0.8%
7. Eastlake Country Club Commercial Recycled 524,190 0.6%
8. Steele Canyon Golf Club Commercial 437,129 0.5%
9. Eastlake I HOA Commercial 347,582 0.4%
10. Windingwalk Master Association Commercial 338,136 0.4%
Total 10 Largest Customers $ 9,342,485 10.8%
Total District Customers $ 86,662,004
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 2019, 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 third lowest water rate in the region.
Projected Water Bill for FY 2020
Based on 11 Units of water used and ¾” meter size
117.39
115.94
113.23
110.71
105.92
105.54
104.16
100.78
98.75
91.49
88.55
86.42
85.45
83.82
83.38
81.20
80.60
78.77
77.94
75.75
71.22
63.25
$0 $20 $40 $60 $80 $100 $120 $140
Padre Dam
*Rainbow
Ramona
Fallbrook
*Valley Center
Rincon
Yuima
Escondido
Del Mar
Vista
San Diego
Olivenhain
Vallecitos
*Poway
Helix
*Carlsbad
*Sweetwater
Oceanside
Santa Fe
Otay Water District
San Dieguito
Lakeside
* At the time of the survey September 2019, the member agency's FY 2020 rate was unavailable. The estimated
increase is based on the other districts’ FY 2020 known rate increases.
(1) Only 22 of the 24 member agencies are surveyed. Camp Pendleton is not included in this survey due to being a
Marine Corps Base. The City of National City is not included because their water is supplied by Sweetwater.
11
Overview
Sewer Rate Comparison
The District conducted a survey of the rates of the sewer providers within San Diego County. Sewer
rates are billed at either a fixed or variable rate. The following chart shows the various sewer
providers and the type of rate that is charged to the consumers. The District is the third lowest sewer
rates in the County of San Diego.
109.49
79.17
72.91
71.76
71.09
71.05
69.96
69.92
67.12
58.71
56.86
56.17
55.25
52.84
52.74
51.90
51.59
50.88
49.61
48.75
48.20
48.13
40.47
38.68
38.58
37.80
28.92
28.64
$- $20 $40 $60 $80 $100 $120
Del Mar
Rancho Santa Fe
Encinitas
Olivenhain
Fallbrook
Rainbow
Oceanside
Padre Dam
Ramona
*Valley Center - MG
Solana Beach
Vista
Buena
El Cajon
Imperial Beach
*Poway
Lemon Grove
La Mesa
Escondido
Coronado, City
Chula Vista
*San Diego, City
Vallecitos
National City
San Diego, County
Otay Water District
*Carlsbad
Leucadia
Projected Sewer Bill for FY 2020
Based on 8.6 Units of water used and ¾” residential meter size
* At the time of the survey September 2019, the member agency's FY 2020 rate was unavailable. The
estimated increase is based on the other agency’s average FY 2020 known rate increases.
12
Overview
San Diego Rainfall
San Diego received above average rainfall of 12.84 inches in FY 2019. The 10-year average of 9.18
inches for San Diego rainfall reflects the long-term drought conditions for our area. San Diego's
rainfall average over 20 years is 8.66 inches; the 30-year average is 9.59 inches; and the 40-year
average is 9.98 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
San Diego County Water Supply
A safe, reliable water supply is crucial for the vitality of the San Diego region’s $231 billion economy
and quality of life for 3.3 million residents, including the Otay Water District’s nearly 224,000
customers it serves. 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.
10.55 12.62
8.03 6.51 5.06
9.03 10.82 12.97
3.40
12.84
0
5
10
15
20
25
30
2010 2011 2012 2013 2014 2015 2016 2017 2018 2019
In
c
h
e
s
San Diego Rainfall
Fiscal Years 2009 -2018
Annual Rainfall
10 year average
Source: Western Regional Climate Center
13
Overview
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 is projected to
continue at the same pace.
• The U.S. unemployment rate, as of April 2019, was 4% nationally and is projected to remain
in the 4.0% - 4.5% range.
• Since 2012, the residential recovery has experienced higher demand for both single-family
and multi-family production. It is projected that housing growth in the calendar year 2019
will slow down compared to 2018 levels.
• The average single-family home price in California was $557,600, an increase of 27.1% since
2013.
• San Diego’s population is projected to reach more than 3.8 million by the year 2035.
• The median age in San Diego County is 38.5.
• San Diego County has averaged 31,000 new civilian jobs annually. As a result, the civilian
unemployment rate is below 4%. If the statistics include the military, the unemployment rate
would be lower.
• San Diego County’s housing market will remain stable for single-family and multi-family
production.
• The median price of a detached home in San Diego County is $640,000
• Chula Vista is the largest city in the south county and the District Area encompasses most of
the City east of the I-805. In the 2010-2018 period, the annual population increase was 2,690.
• In eastern Chula Vista, the single-family homes range in price from $497,000-$1,084,000 and
the multi-family homes range in price from $367,000-$542,000.
Future Development
Using the economist’s report, the District’s engineering staff projects that over the next six years the
District will sell another 2,600 meters which translates to 3,230 equivalent dwelling units (EDUs).
14
Overview
Residential Construction
The following table summarizes the projected units for sale and units for rent from Fiscal Year 2020
through Fiscal Year 2025. 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 Units for Sale and Rental
Otay Water District Service Area
FY 2020 through FY 2025
Project 2020 2021 2022 2023 2024 2025 Total
Total Single-Family Units 600 500 400 400 300 300 2,500
Total Multi-Family Units 1,600 1,300 1,100 900 800 700 6,400
Multi-Family Units For Sale 1,200 1,000 800 600 500 400 4,500
Multi-Family Units For Rent 400 300 300 300 300 300 1,900
% Sale 75% 77% 73% 67% 63% 57% 70%
% Rental 25% 23% 27% 33% 37% 43% 30%
Total Units 2,200 1,800 1,500 1,300 1,100 1,000 8,900
% Multi-Family 73% 72% 73% 69% 73% 70% 72%
Source: The Xpera Group, April 2019
Commercial Construction
Commercial construction in the District is projected to be modest during the next six years with
2,245,272 square feet of commercial development in the planning stages and under construction.
Industrial space has the most leasable space with an estimated 1,800,000 square feet, of which
300,000 square feet is currently under construction. There are also 350 total hotel rooms in five
planned hotel projects with 100 rooms that are currently under construction.
Projected Meter Sales in Equivalent Dwelling Unit (EDUs)
73
2
67
4
55
0
52
6
37
8
37
8
0
200
400
600
800
FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025
15
Overview
Under Construction and Planned Commercial Development
Expected Delivery FY 2020 through FY 2025
Expected
Delivery
Year
2020 2021 2022 2023 2024 2025 TOTAL
Industrial
(Sq. Ft.)
300,000 300,000 300,000 300,000 300,000 300,000 1,800,000
Office
(Sq. Ft.)
_ 10,000 10,000 10,000 150,000 150,000 330,000
Retail (Sq.
Ft.)
20,272 15,000 20,000 20,000 20,000 20,000 115,272
Total (Sq.
Ft.)
320,272 325,000 330,000 330,000 470,000 470,000 2,245,272
Hotels
(Rooms)
_ 150 _ 100 _ 100 350
Source: The Xpera Group April 2019
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.
Proposed Miscellaneous Development Activity
Chula Vista/Otay Mesa
Property Location Type Acres Est Date of
Completion
Sunroad East Otay
Mesa Business
Park
125 & Otay
Mesa Road
Mixed use, including 3,100
housing units, 843,000 sf
commercial space
253 N/A
University Village Innovation
Center
University, 1,597 Residential
Units
1,281 N/A
Source: The Xpera Group April 2019
16
Overview
The Future
Capital Improvement Program
The District provides water and sewer service to a population of more than 225,000 customers,
including residential, business, government, industrial, and agricultural water users across urban,
suburban, and rural areas. The District’s service area population is projected to grow by 37% to
308,000 residents by 2050. To ensure a reliable water supply and sewer system for the future
including sustaining the current infrastructure, the District has developed several future planning
documents, which provide a guide to defining the District’s proposed projects. These planning
documents include: The District’s 2015 Water Facilities Master Plan Update, Wastewater
Management Plan, 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 (11 Total)
• Reservoir Improvements (17 Total)
• Sewer Basin Improvements (S2049, S2050, and S2053)
• 870-2 Pump Station Replacement (P2083)
• 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.
17
Overview
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 has applied
for a permit from the California Water Resources Control Board’s Division of Drinking Water 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
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.
18
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 a gency.
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 strategic planning process is a continuation of the 2019-2022 plan, and this plan is the
6th multi-year plan. 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 complete 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:
19
Key Performance Indicators: Administrative Services
Performance
Indicator Target
Enterprise
System
Availability
No less than 99.5%
availability per quarter
annually
FY 2018 FY 2019 (1)FY 2020
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 2018 FY 2019 (1)FY 2020
Target 5.0%5.0%5.0%
Actual 0.0%3.8% 0.0% (2)
Performance
Indicator Target
Training Hours
per Employee
12 hours or more per
employee annually
FY 2018 FY 2019 (1)FY 2020
Target 12.0 12.0 12.0
Actual 22.9 26.8 12.0 (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2020 projected performance indicator
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
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)
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
20
Key Performance Indicators: Administrative Services (continued)
Performance
Indicator Target
Safety
Training
Program
24 hours or more per
field employee
annually
FY 2018 FY 2019 (1)FY 2020
Target 24.0 24.0 24.0
Actual 30.8 35.4 24.0 (2)
Performance
Indicator Target
Injury Incident
Rate(3)
No more than 6.8
incidents per 200,000
hours worked
annually
FY 2018 FY 2019 (1)FY 2020
Target 6.8 6.8 6.8
Actual 4.4 4.4 6.8 (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2020 projected performance indicator
(3) KPI based on calendar year and results would be available at 4th quarter of the following fiscal year
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)
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
21
Key Performance Indicators: Finance
Performance
Indicator Target
Answer Rate No less than 97% per
quarter annually
FY 2018 FY 2019 (1)FY 2020
Target 97.0%97.0%97.0%
Actual 98.0%98.4% 97.0% (2)
Performance
Indicator Target
Billing
Accuracy
No less than 99.8%
per quarter annually
FY 2018 FY 2019 (1)FY 2020
Target 99.8%99.8%99.8%
Actual 99.98%99.9% 99.8% (2)
Performance
Indicator Target
Percentage of
Customers
Paying Bills
Electronically
No less than 75% per
quarter annually
FY 2018 FY 2019 (1)FY 2020
Target 75.0%75.0%75.0%
Actual 77.1%78.5% 75.0% (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2020 projected performance indicator
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 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
Goal
Execute and deliver services that meet or
exceed customer expectations, and
increase customer engagement in order
to improve District services.
22
Key Performance Indicators: Finance (continued)
Performance
Indicator Target
Overtime
Percentage
Less than 100% of the
budgeted overtime
per quarter annually
FY 2018 FY 2019 (1)FY 2020
Target 100.0%100.0%100.0%
Actual 100.0%129.0% 100.0% (2)
Performance
Indicator Target
Sewer Rate
Ranking
Bottom 50th percentile
for the 28 sewer
service providers
in San Diego annually
FY 2018 FY 2019 (1)FY 2020
Target 14 14 14
Actual 6 3 3 (2)
Performance
Indicator Target
Water Rate
Ranking
Bottom 50th percentile
for the 22 member
agencies in
San Diego annually
FY 2018 FY 2019 (1)FY 2020
Target 11 11 11
Actual 3 3 3 (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2020 projected performance indicator
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
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.
23
Key Performance Indicators: Finance (continued)
Performance
Indicator Target
Reserve Level No less than 85%
annually
FY 2018 FY 2019 (1)FY 2020
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 2018 FY 2019 (1)FY 2020
Target 5.0%5.0%5.0%
Actual 3.3%3.6% 5.0% (2)
Performance
Indicator Target
Accounts per
Full-Time
Employee
(FTE)
409 accounts per
FTE annually
FY 2018 FY 2019 (1)FY 2020
Target 412.0 409.0 409.0
Actual 412.0 410.0 409.0 (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2020 projected performance indicator
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
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
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]
24
Key Performance Indicators: Finance (continued)
Performance
Indicator Target
O&M Cost per
Account
No more than $570
per account annually
FY 2018 FY 2019 (1)FY 2020
Target $561 $571 $570
Actual $549 $548 $570 (2)
Performance
Indicator Target
Water Debt
Coverage
Ratio
150% excluding
growth revenue
annually
FY 2018 FY 2019 (1)FY 2020
Target 168%150%150%
Actual 200%150% 150% (2)
Performance
Indicator Target
Sewer Debt
Coverage
Ratio (3)
150% excluding
growth revenue
annually
FY 2018 FY 2019 FY 2020(2)
Target NA NA 150%
Actual NA NA 150%(3)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2020 is the first year for this key performance indicator
(3) FY 2020 projected performance indicator
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 O&M costs/
Number of Accounts
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
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
25
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 2018 FY 2019 (2)FY 2020
Target 9.00 7.10 7.10
Actual 4.20 3.55 4.0 (3)
Performance
Indicator Target
Planned
Potable Water
Maintenance
Ratio in $
66% of labor dollars
spent on preventative
maintenance per
quarter annually
FY 2018 FY 2019 (2)FY 2020
Target 66.0%66.0%66.0%
Actual 72.0%74.0% 66.0% (3)
Performance
Indicator Target
Planned
Recycled
Maintenance
Ration in $
70% of labor dollars
spent on preventative
maintenance per
quarter annually
FY 2018 FY 2019 (2)FY 2020
Target 70.0%70.0%70.0%
Actual 74.0%74.0% 70.0% (3)
(1) Target utilizes AWWA benchmark
(2) The first year of the FY 2019-2022 Strategic Plan
(3) FY 2020 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
26
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 2018 FY 2019 (1)FY 2020
Target 77.0%77.0%77.0%
Actual 82.0%84.0% 77.0% (2)
Performance
Indicator Target
Leak
Detection
Program
At least 20% of system
surveyed for leaks
annually
FY 2018 FY 2019 (1)FY 2020
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 2018 FY 2019(1)FY 2020
Target $1,050 $1,050 $1,050
Actual $1,166 $1,072 $1,050 (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2020 projected performance indicator
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
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)
27
Key Performance Indicators: Water Operations (continued)
Performance
Indicator Target
Percent of
Preventative
Maintenance
Completed -
Reclamation
Plant
No less than 90% per
quarter annually
FY 2018 FY 2019 (1)FY 2020
Target 90.0%90.0%90.0%
Actual 98.0%98.0% 90.0% (2)
Performance
Indicator Target
Percent of
Preventative
Maintenance
Completed -
Fleet
Maintenance
No less than 90% per
quarter annually
FY 2018 FY 2019 (1)FY 2020
Target 90.0%90.0%90.0%
Actual 100.0%98.5% 90.0% (2)
Performance
Indicator Target
Percent of
Preventative
Maintenance
Completed -
Pump/Electric
No less than 90% per
quarter annually
FY 2018 FY 2019 (1)FY 2020
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 2020 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.
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
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
28
Key Performance Indicators: Water Operations (continued)
Performance
Indicator Target
System Valve
Exercising
Program
3,080 valves exercised
annually
FY 2018 FY 2019 (1)FY 2020
Target 3,080 3,080 3,080
Actual 3,405 3,298 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 2018 FY 2019 (1)FY 2020
Target 16.0 16.0 16.0
Actual 9.5 8.4 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 2018 FY 2019 (1)FY 2020
Target 6.6 6.6 6.6
Actual 2.7 4.5 0.0 (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2020 projected performance indicator
(3) Target utilizes AWWA benchmark
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
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
29
Key Performance Indicators: Water Operations (continued)
Performance
Indicator Target (1)
Potable Water
Compliance
Rate
No less than 100%
per quarter
annually/100%
FY 2018 FY 2019 (2)FY 2020
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 2018 FY 2019 (2)FY 2020
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 2018 FY 2019 (2)FY 2020
Target 34 36 36
Actual 36 34 36 (3)
(1) Target utilizes AWWA benchmark
(2) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(3) FY 2020 projected performance indicator
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
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 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
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
30
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 2018 FY 2019 (1)FY 2020
Target 215 215 215
Actual 443 216 215 (2)
Performance
Indicator Target
Critical Valve
Exercising
631 critical valves
exercised annually
FY 2018 FY 2019 (1)FY 2020
Target 631 631 631
Actual 633 631 631 (2)
Performance
Indicator Target
Tank
Inspection
and Cleaning
No less than 8 potable
water storage tanks
and/or reservoirs
cleaned annually
FY 2018 FY 2019 (1)FY 2020
Target 8 8 8
Actual 8 7 8 (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2020 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
31
Key Performance Indicators: Engineering
Performance
Indicator Target
CIP Project
Expenditures
vs. Budget
95%-100% of
budget, but not to
exceed 100%
annually
FY 2018 FY 2019 (1)FY 2020
Target 95.0%95.0%95.0%
Actual 97.4%104.8% 95.0% (2)
Performance
Indicator Target
Construction
Change Order
Incidence
No more than
5% annually
FY 2018 FY 2019 (1)FY 2020
Target 5.0%5.0%5.0%
Actual 1.3%3.1% 5.0% (2)
Performance
Indicator Target
Mark-out
Accuracy
No less than 100%
per quarter annually
FY 2018 FY 2019 (1)FY 2020
Target 100.0%100.0%100.0%
Actual 100.0%99.96% 100.0% (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2020 projected performance indicator
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
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
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)'
32
Key Performance Indicators: Engineering (continued)
Performance
Indicator Target
Project
Closeout Time
No more than a
45 day average per
quarter annually
FY 2018 FY 2019 (1)FY 2020
Target 45.0 45.0 45.0
Actual 70.3 37.0 45.0 (2)
Performance
Indicator Target
Annual
Recycled
Water Site
Inspections
100% of recycled
water sites
inspected annually
FY 2018 FY 2019 (1)FY 2020
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 2018 FY 2019 (1)FY 2020
Target 90.0%90.0%90.0%
Actual 86.0%100.0% 90.0% (2)
(1) The first year of the FY 2019-2022 Strategic Plan
(2) FY 2020 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.
Number of days between
Notice of Substantial
Completion and Notice of
Completion for all
construction projects
within the
quarter/Number of
construction projects
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
33
Key Performance Indicators: Engineering (continued)
Performance
Indicator Target
Easement
Desktop
Evaluation
and Field
Inspection (1)
100% of easements
evaluated and
inspected annually
FY 2018 FY 2019 (1)(2)FY 2020
Target NA 100.0%100.0%
Actual NA 129.0% 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 2020 projected performance indicator
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 EasementsIn
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
34
Capital Budget
The District provides water service to a population of nearly 224,000, which is expected to ultimately
increase to 308,000 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 2020 Capital Budget is $17.2 million and the six-year
Capital Improvement Program (CIP) totals $88.3 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.
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.
35
Capital Budget
Assumptions and Criteria
The CIP is developed based on the District's Water Facilities Master Plan and Sewer Service Master
Plan, incorporating historical data, growth, developers' input, SANDAG projections, and long-term
economic outlook.
The Water Facilities Master Plan was built using several major assumptions and design criteria as
follows:
1. Utilizing historical water demands for each land use type in the District to calculate future
demands.
2. Using seasonal maximum day demand peaking factors.
3. Utilizing land use as planned by the City of Chula Vista, County of San Diego and City of San
Diego.
4. Providing ten days of emergency water supply through a maximum of five days in covered
reservoirs and a minimum of five days from interconnections with adjacent agencies.
5. Inclusion of emergency operational storage to meet the five-day covered storage
requirement and the ten-day outage supply requirement.
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.
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 $20,000 for infrastructure related items (as defined under capital
equipment on page 284 of the Glossary) and have a useful life of at least two years.
The CIP projects are identified and are prioritized based on the following criteria:
• Safety, restoration of service, immediate obligation, Board directed, or critical system need.
• System upgrades or requirements to maintain system reliability in the next few fiscal years.
• Need to meet the future growth of the system.
• Project requirement may be reduced in capacity or may have low probability of need in the future.
36
FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Total
Beginning Balance 27,615$ 43,679$ 44,880$ 41,966$ 41,053$ 38,922$ 27,615$
Sources
Capacity Fees 5,604 5,327 4,431 4,404 3,180 3,272 26,218
Debt financing 6,000 - - - - - 6,000
Grants - 260 260 260 - - 780
Interest 562 742 778 748 764 760 4,354
Temporary Meters 1,373 1,380 1,387 1,394 1,401 1,408 8,343
Availability (Betterment Portion)486 506 526 547 569 592 3,226
New Supply Fee 608 574 480 471 346 355 2,834
COPS 2010B Reimbursement 13,705 779 779 779 779 779 17,600
Transfer from General Fund 16,043 16,431 16,239 16,699 17,246 17,392 100,050
Interfund Transfers 265 77 82 82 86 86 678
Total Sources 44,646 26,076 24,962 25,384 24,371 24,644 170,083
Uses
CIP Projects 17,222 13,334 16,238 14,626 14,704 12,169 88,293
Debt Service 9,491 9,663 9,741 9,755 9,863 9,007 57,520
Developer Services 1,869 1,878 1,897 1,916 1,935 1,955 11,450
Total Uses 28,582 24,875 27,876 26,297 26,502 23,131 157,263
Net Sources (Uses)16,064 1,201 (2,914) (913) (2,131) 1,513 12,820
Ending Balance 43,679$ 44,880$ 41,966$ 41,053$ 38,922$ 40,435$ 40,435$
CIP Reserve Funds ($1,000)
The CIP Reserve Funds presentation, shown on the following pages,is designed to provide an understanding of
how the funding of CIPs is expected to financially influence the District over the next six years. The financial
impacts are based on CIPs and their funding sources, including fund transfers in accordance with the District’s
Reserve Policy,and planned debt issuances. This data is captured in the District’s Rate Model on an annual basis
in order to make these projections.
$0
$10
$20
$30
$40
$50
FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025
CIP Reserve Fund Balances ($1,000)
Betterment Replacement Expansion New Supply
37
FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Total
Source
Expansion 69$ 139$ 1,037$ 2,727$ 2,712$ 792$ 7,476$
Betterment 3,581 1,806 1,892 2,045 1,927 1,977 13,228
Replacement 12,949 11,277 13,238 9,851 10,062 9,369 66,746
New Supply 623 112 71 3 3 31 843
Total 17,222$ 13,334$ 16,238$ 14,626$ 14,704$ 12,169$ 88,293$
FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Total
Fund
Potable 14,311$ 10,267$ 14,170$ 13,586$ 13,114$ 10,322$ 75,770$
Recycled 723 2,275 616 32 26 459 4,131
Sewer 2,188 792 1,452 1,008 1,564 1,388 8,392
Total 17,222$ 13,334$ 16,238$ 14,626$ 14,704$ 12,169$ 88,293$
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
$20
FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025
Six-Year CIP Projects by Funding Source, in Thousands ($)
Expansion Betterment Replacement New Supply
$-
$5
$10
$15
$20
FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025
Six-Year CIP Projects by Fund, in Thousands ($)
Potable Recycled Sewer
38
Expansion
CIP No CIP Project Title FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Total
P2040 (1)Res - 1655-1 Reservoir 0.5 MG 30$ 50$ 580$ 1,550$ 1,450$ 280$ 3,940$
P2494 Multiple Species Conservation Plan 30 42 - - - - 72
P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way 1 1 1 1 1 145 150
P2642 Rancho Jamul Pump Station Replacement 5 10 380 1,050 1,050 5 2,500
R2084 RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media 1 1 1 1 1 359 364
S2069 Cottonwood Sewer Pump Station Renovation 2 35 75 125 210 3 450
Total Expansion 69$ 139$ 1,037$ 2,727$ 2,712$ 792$ 7,476$
Potable 66$ 103$ 961$ 2,601$ 2,501$ 430$ 6,662$
Recycled 1 1 1 1 1 359 364
Sewer 2 35 75 125 210 3 450
Total Expansion 69$ 139$ 1,037$ 2,727$ 2,712$ 792$ 7,476$
Betterment
Funding Source FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Total
P2451 Otay Mesa Desalination Conveyance and Disinfection System 7 7 7 7 7 69 104
P2521 Large Meter Vault Upgrade Program 100 100 75 - - - 275
P2578 (1)PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm - 15 140 1,395 1,240 1,240 4,030
P2619 (1)PS - Temporary Lower Otay Pump Station Redundancy 1,380 241 152 - - - 1,773
P2626 803-4 Reservoir Water Quality Improvements – PAX System Purchase 150 150 25 - - - 325
P2630 624-3 Reservoir Automation of Chemical Feed System 5 50 440 10 - - 505
P2652 520 to 640 Pressure Zone Conversion 20 60 100 50 20 - 250
P2653 1200 Pressure Zone Improvements 200 75 50 - - - 325
P2654 Heritage Road Interconnection Improvements 65 130 5 - - - 200
P2656 Regulatory Site Desilting Basin Improvements 40 100 10 - - - 150
P2658 832-1 Pump Station Modifications 15 300 250 35 - - 600
P2660 Camino Elevado Drive OWD and SWA Interconnection Upgrade 3 20 200 27 - - 250
P2664 Otay Mesa Dual Piping Modification Program 10 50 50 50 50 140 350
R2116 RecPL - 14-Inch, 927 Zone, Force Main Improvements 25 11 11 6 6 5 64
R2118 Steele Canyon Sewer PS Large Solids Handling Improvements 5 - - - - - 5
R2120 RWCWRF Filtered Water Storage Tank Improvements 390 75 60 - - - 525
R2125 RecPRS - 927/680 PRS Improvements, Otay Lakes Road 45 160 - - - - 205
R2150 RWCWRF - Secondary Chlorine Analyzer and Feed System 1 - - - - - 1
S2024 (2)Campo Road Sewer Main Replacement 750 15 - - - - 765
S2043 RWCWRF Sludge Handling System 100 5 5 50 50 100 310
S2047 Asset Management - Info Master Sewer Implementation 5 5 5 5 - - 20
S2060 Steele Canyon Pump Station Replacement - - - 2 10 38 50
S2069 Cottonwood Sewer Pump Station Renovation 3 35 75 125 210 2 450
S2070 Hidden Mountain Sewer Pump Station Wet Well Renovation 130 20 - - - - 150
S2071 San Diego Metro Wastewater Capital Improvements 132 182 232 283 334 383 1,546
Total Betterment 3,581$ 1,806$ 1,892$ 2,045$ 1,927$ 1,977$ 13,228$
Potable 1,995$ 1,298$ 1,504$ 1,574$ 1,317$ 1,449$ 9,137$
Recycled 466 246 71 6 6 5 800
Sewer 1,120 262 317 465 604 523 3,291
Total Betterment 3,581$ 1,806$ 1,892$ 2,045$ 1,927$ 1,977$ 13,228$
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.
39
Replacement
CIP No CIP Project Title FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Total
P2083 (1)PS - 870-2 Pump Station Replacement 4,700 46 2 2 - - 4,750
P2174 (1)PS - 1090-1 Pump Station Upgrade 350 1,450 150 - - - 1,950
P2282 Vehicle Capital Purchases 439 320 300 250 200 210 1,719
P2286 Field Equipment Capital Purchases 203 60 60 63 60 60 506
P2405 PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road 5 50 250 700 475 20 1,500
P2453 (1)SR-11 Utility Relocations 270 270 60 60 200 200 1,060
P2460 I.D. 7 Trestle and Pipeline Demolition 80 50 450 10 - - 590
P2485 SCADA - Infrastructure and Communications Replacement 60 60 60 60 - - 240
P2507 East Palomar Street Utility Relocation 4 3 - - - - 7
P2508 Pipeline Cathodic Protection Replacement Program 50 - - - - - 50
P2516 (1)PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage - - 75 125 400 400 1,000
P2533 1200-1 Reservoir Interior & Exterior Coating 25 825 5 29 - - 884
P2534 978-1 Reservoir Interior & Exterior Coating 5 25 20 5 - - 55
P2539 South Bay Bus Rapid Transit (BRT) Utility Relocations 20 60 70 - - - 150
P2543 850-1 Reservoir Interior/Exterior Coating 810 85 5 30 - - 930
P2544 850-2 Reservoir Interior/Exterior Coating 5 20 5 5 5 100 140
P2546 980-2 Reservoir Interior/Exterior Coating 5 15 - - - - 20
P2553 (1)Heritage Road Bridge Replacement and Utility Relocation 40 250 950 850 750 630 3,470
P2555 Administration and Operations Parking Lot Improvements 30 30 - - - - 60
P2561 Res - 711-3 Reservoir Cover/Liner Replacement 50 50 - - - - 100
P2562 Res - 571-1 Reservoir Cover/Liner Replacement 20 10 1 1 76 77 185
P2563 Res - 870-1 Reservoir Cover/Liner Replacement 5 50 1,150 42 - - 1,247
P2565 803-2 Reservoir Interior/Exterior Coating & Upgrades 125 65 5 30 5 120 350
P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades - - 20 850 90 5 965
P2571 Data Center Network Data Storage and Infrastructure Enhancements 100 - - - - - 100
P2572 Enterprise Resource Planning (ERP) Replacement - 80 50 - - - 130
P2573 PL - 12-Inch Pipeline Replacement, 803 Zone, Hillsdale Road 5 4 - - - - 9
P2574 (1)PL - 12-Inch Pipeline Replacement, 978 Zone, Vista Vereda 230 10 - - - - 240
P2578 (1)PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm - 35 310 3,105 2,760 2,760 8,970
P2584 Res - 657-1 and 657-2 Reservoir Demolitions - - - - 1 50 51
P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades - 10 895 110 5 30 1,050
P2594 Large Meter Replacement 60 1 1 1 77 25 165
P2604 AMR Change-Out 1,300 260 260 - - - 1,820
P2605 (1)458/340 PRS Replacement, 1571 Melrose Ave 295 100 20 - - - 415
P2607 Douglas Ave SWA and OWD Interconnection Upgrade 20 25 - - - - 45
P2608 (1)PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple 50 75 475 200 - - 800
P2609 (1)PL - 8-inch, 1004 Zone, Eucalyptus St, Coronado/Date/La Mesa 225 450 60 - - - 735
P2610 Valve Replacement Program - Phase 1 50 75 75 50 4 - 254
P2611 (1)Quarry Road Bridge Replacement and Utility Relocation 75 275 550 325 50 - 1,275
P2612 (1)PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Rd 50 75 335 25 - - 485
P2614 485-1 Reservoir Interior/Exterior Coating - - - 10 885 - 895
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.
40
Replacement, Continued
CIP No CIP Project Title FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Total
P2615 (1)PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande 25 5 250 600 1,290 10 2,180
P2616 (1)PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Dr/Vista Sierra Dr 170 1,700 1,390 10 - - 3,270
P2617 Lobby Security Enhancements 150 - - - - - 150
P2623 Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum Valve Replacements50 220 10 - - - 280
P2625 (1)PL - 12-inch, 978 Zone, Hidden Mesa Road 200 10 - - - - 210
P2627 (1)458/340 PRS Replacement, 1505 Oleander Ave 300 100 15 - - - 415
P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades - - - 5 50 1,000 1,055
P2638 Buildings and Grounds Refurbishments 89 - - - - - 89
P2639 Vista Diego Hydropneumatic Pump Station Replacement 25 425 2,300 50 - - 2,800
P2640 Portable Trailer Mounted VFD Pumps 458 50 - - - - 508
P2646 North District Area Cathodic Protection Improvements - 100 200 450 450 - 1,200
P2647 Central Area Cathodic Protection Improvements - 100 200 500 500 - 1,300
P2648 Otay Mesa Area Cathodic Protection Improvements 100 280 10 - - - 390
P2649 HVAC Equipment Purchase 44 20 15 30 - - 109
P2655 La Presa Pipeline Improvements 15 80 150 680 550 275 1,750
P2657 1485-1 Reservoir Interior/Exterior Coating & Upgrades - - - - 5 25 30
P2659 District Boardroom Improvements 180 20 - - - - 200
P2661 Replacement of Backflow Prevention Devices on Pipeline Interconnections on Otay Mesa10 75 75 75 75 65 375
P2662 Potable Water Meter Change Out - - - 20 30 1,900 1,950
P2663 Potable Water Pressure Vessel Program 50 300 350 50 300 450 1,500
R2121 Res - 944-1 Reservoir Cover/Liner Replacement 60 1,700 21 - - - 1,781
R2139 RWCWRF - Filter Troughs Replacement 1 - - - - - 1
R2143 AMR Change-Out 130 130 35 - - - 295
R2145 RWCWRF - Filter Media and Nozzles Replacement 1 - - - - - 1
R2146 Recycled Pipeline Cathodic Protection Improvements 40 185 475 - - - 700
R2147 RWCWRF Fuel Lines Replacement 10 - - - - - 10
R2148 Large Meter Replacement - Recycled 12 12 12 14 8 - 58
R2151 RWCWRF - Bulk Chlorine Vapor Scrubber System Refurbishment 1 - - - - - 1
R2152 Recycled Water Meter Change-Out - - - 10 10 50 70
R2153 Recycled Water Pressure Vessel Program 1 1 1 1 1 45 50
S2012 San Diego County Sanitation District Outfall and RSD Outfall
Replacement
50 50 125 125 125 125 600
S2024 (2)Campo Road Sewer Main Replacement 750 15 - - - - 765
S2027 Rancho San Diego Pump Station Rehabilitation 5 5 - - - - 10
S2045 Fuerte Drive Sewer Relocation 20 - - - - - 20
S2046 RWCWRF - Aeration Panels Replacement 5 - - - - - 5
S2048 Hillsdale Road Sewer Repairs 5 - - - - - 5
S2049 (2)Calavo Basin Sewer Rehabilitation - Phase 2 40 200 740 5 - - 985
S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 5 5 5 30 175 600 820
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Partially funded by 2018A Water Revenue Bonds.
(2) Project may by funded with Sewer Debt proceeds.
41
Replacement, Continued
CIP No CIP Project Title FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Total
S2051 RWCWRF - Headworks Improvements 5 - - - - - 5
S2053 RWCWRF - Sedimentation Basins Weirs Replacement 1 - - - - - 1
S2054 Calavo Basin Sewer Rehabilitation - Phase 3 - - - - - 10 10
S2060 Steele Canyon Pump Station Replacement - - - 8 30 112 150
S2061 RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S)30 150 40 - - - 220
S2066 Rancho San Diego Basin Sewer Rehabilitation - Phase 3 - - - - - 10 10
S2067 RWCWRF Roofing Replacement and Natural Light Enhancement 145 - - - - - 145
S2069 Cottonwood Sewer Pump Station Renovation 5 70 150 250 420 5 900
Total Replacement 12,949$ 11,277$ 13,238$ 9,851$ 10,062$ 9,369$ 66,746$
Potable 11,627$ 8,754$ 11,634$ 9,408$ 9,293$ 8,412$ 59,128$
Recycled 256 2,028 544 25 19 95 2,967
Sewer 1,066 495 1,060 418 750 862 4,651
Total Replacement 12,949$ 11,277$ 13,238$ 9,851$ 10,062$ 9,369$ 66,746$
New Supply
CIP No CIP Project Title FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Total
P2451 Otay Mesa Desalination Conveyance and Disinfection System 3 3 3 3 3 31 46
P2619 (1)PS - Temporary Lower Otay Pump Station Redundancy 620 109 68 - - - 797
Total New Supply 623$ 112$ 71$ 3$ 3$ 31$ 843$
Potable 623$ 112$ 71$ 3$ 3$ 31$ 843$
Total New Supply 623$ 112$ 71$ 3$ 3$ 31$ 843$
Summary by Source
Funding Source FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Total
Expansion 69 139 1,037 2,727 2,712 792 7,476$
Betterment 3,581 1,806 1,892 2,045 1,927 1,977 13,228
Replacement 12,949 11,277 13,238 9,851 10,062 9,369 66,746
New Supply 623 112 71 3 3 31 843
Total CIP by Funding Source 17,222$ 13,334$ 16,238$ 14,626$ 14,704$ 12,169$ 88,293$
Summary by Fund
Fund FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 Total
Potable 14,311 10,267 14,170 13,586 13,114 10,322 75,770$
Recycled 723 2,275 616 32 26 459 4,131$
Sewer 2,188 792 1,452 1,008 1,564 1,388 8,392$
Total CIP by Fund 17,222$ 13,334$ 16,238$ 14,626$ 14,704$ 12,169$ 88,293$
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.
42
Capital Budget
Major CIP Projects
43
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
P2507
P2508
P2516
P2521
P2533
P2534
P2539
P2543
P2544
P2546
P2553
P2555
P2561
P2562
P2563
P2565
P2567
P2571
P2572
P2573
Six-Year CIP Projects Schedule
FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025
PS - 870-2 Pump Station Replacement 7/1/2013 5/1/2023
PS - 1090-1 Pump Station Upgrade 7/1/2017 6/30/2022
Q1
Res - 1655-1 Reservoir 0.5 MG 7/1/2015 10/31/2024
PL - 624/340 PRS, Paseo Ranchero and Otay Valley
Road
7/1/2016 6/30/2025
Otay Mesa Desalination Conveyance and Disinfection
System
7/1/2006 6/30/2030
Vehicle Capital Purchases 12/1/2000 6/30/2025
Field Equipment Capital Purchases 7/1/1996 6/30/2028
SCADA - Infrastructure and Communications
Replacement
7/1/2009 6/30/2023
Multiple Species Conservation Plan 7/1/2009 6/30/2021
SR-11 Utility Relocations 7/1/2006 6/30/2023
I.D. 7 Trestle and Pipeline Demolition 7/1/2016 6/30/2023
PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 7/1/2021 6/30/2025
Large Meter Vault Upgrade Program 8/1/2016 6/30/2022
East Palomar Street Utility Relocation 7/1/2010 6/30/2021
Pipeline Cathodic Protection Replacement Program 7/1/2010 6/30/2020
South Bay Bus Rapid Transit (BRT) Utility Relocations 7/1/2013 6/30/2022
850-1 Reservoir Interior/Exterior Coating 1/2/2018 6/30/2023
1200-1 Reservoir Interior & Exterior Coating 6/1/2016 6/30/2023
978-1 Reservoir Interior & Exterior Coating 6/2/2016 6/30/2023
Res - 571-1 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2025
Planning Design Construction Warranty Capital Purchases
850-2 Reservoir Interior/Exterior Coating 4/1/2016 6/30/2025
980-2 Reservoir Interior/Exterior Coating 1/1/2017 6/30/2021
Heritage Road Bridge Replacement and Utility
Relocation
7/1/2014 6/30/2025
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
Res - 870-1 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2023
803-2 Reservoir Interior/Exterior Coating & Upgrades 1/1/2018 6/30/2025
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
1004-2 Reservoir Interior/Exterior Coating & Upgrades 1/4/2022 7/30/2024
Data Center Network Data Storage and Infrastructure
Enhancements
7/1/2018 6/30/2020
CIP No Project Title Start Finish
44
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 Central Area Cathodic Protection Improvements 7/1/2020 6/30/2024
Portable Trailer Mounted VFD Pumps 7/1/2018 6/30/2021
Rancho Jamul Pump Station Replacement 7/1/2018 6/30/2025
North District Area Cathodic Protection Improvements 7/1/2019 6/30/2024
1485-2 Reservoir Interior/Exterior Coating & Upgrades 2/1/2023 6/30/2026
Buildings and Grounds Refurbishments 7/1/2018 6/30/2020
Vista Diego Hydropneumatic Pump Station Replacement 7/1/2018 6/30/2023
FY 2025
Six-Year CIP Projects Schedule
Continued
CIP No Project Title Start Finish FY 2020
Res - 657-1 and 657-2 Reservoir Demolitions 12/31/2023 6/30/2032
458-1 Reservoir Interior/Exterior Coating & Upgrades 2/1/2021 7/30/2024
PL - 12-Inch Pipeline Replacement, 978 Zone, Vista
Vereda
7/1/2016 6/30/2021
PS - 711-2 (PS 711-1 Replacement and Expansion) -
14,000 gpm
7/1/2020 6/30/2025
AMR Change-Out 1/1/2017 6/30/2022
458/340 PRS Replacement, 1571 Melrose Ave 7/1/2017 6/30/2022
Large Meter Replacement 7/1/2016 6/30/2025
PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main
St/Energy Way
1/1/2006 6/30/2025
PL - 8-inch, 1004 Zone, Eucalyptus St,
Coronado/Date/La Mesa
7/1/2018 6/30/2022
Valve Replacement Program - Phase 1 7/1/2017 6/30/2024
Douglas Ave SWA and OWD Interconnection Upgrade 7/1/2017 6/30/2021
PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple 7/1/2017 12/30/2022
Quarry Road Bridge Replacement and Utility Relocation 7/1/2017 8/31/2023
PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon
Rd
7/1/2017 12/31/2022
FY 2021 FY 2022 FY 2023 FY 2024
9/30/2021
PS - Temporary Lower Otay Pump Station Redundancy 7/1/2017 6/30/2022
Central Area to Otay Mesa Interconnection Pipelines
Combination Air/Vacuum Valve Replacements
7/1/2017 6/30/2022
PL - 12-Inch Pipeline Replacement, 978 Zone, Pence
Dr/Vista Sierra Dr
7/1/2017
485-1 Reservoir Interior/Exterior Coating 1/1/2023 6/30/2024
PL - 12-Inch Pipeline Replacement, 803 PZ, Vista
Grande
7/1/2018
Q1
Planning Design Construction Warranty Capital Purchases
458/340 PRS Replacement, 1505 Oleander Ave 7/1/2018 6/30/2022
624-3 Reservoir Automation of Chemical Feed System 4/1/2020 6/30/2023
PL - 12-inch, 978 Zone, Hidden Mesa Road 7/1/2017 6/30/2021
803-4 Reservoir Water Quality Improvements – PAX
System Purchase
7/1/2019
10/30/2022
Lobby Security Enhancements 7/1/2017 6/30/2020
6/30/2024
45
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
P2660
P2661
P2662
P2663
P2664
R2084
R2116
R2118
R2120
R2121
R2125
R2139
R2143
R2145
R2146
R2147
R2150
R2151
R2152
R2153
S2012
1200 Pressure Zone Improvements 7/1/2019 12/31/2021
Otay Mesa Area Cathodic Protection Improvements 7/1/2018 6/30/2022
HVAC Equipment Purchase 7/1/2018 6/30/2023
520 to 640 Pressure Zone Conversion 7/1/2019 6/30/2024
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 6/30/2022
La Presa Pipeline Improvements 7/1/2019 6/30/2025
Camino Elevado Drive OWD and SWA Interconnection
Upgrade
7/1/2019 6/30/2023
Replacement of Backflow Prevention Devices on Pipeline
Interconnections on Otay Mesa
7/1/2019 6/30/2025
832-1 Pump Station Modifications 1/1/2020 6/30/2023
District Boardroom Improvements 7/1/2019 3/31/2021
Otay Mesa Dual Piping Modification Program 7/1/2016 6/30/2025
RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La
Media
7/1/2004 6/30/2025
Potable Water Meter Change Out 7/1/2022 6/30/2035
Potable Water Pressure Vessel Program 7/1/2019 6/30/2035
RWCWRF Filtered Water Storage Tank Improvements 7/1/2015 6/30/2022
Res - 944-1 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2022
RecPL - 14-Inch, 927 Zone, Force Main Improvements 7/1/2014 6/30/2025
Steele Canyon Sewer PS Large Solids Handling
Improvements
7/1/2015 6/30/2020
AMR Change-Out 1/7/2017 6/30/2022
RWCWRF - Filter Media and Nozzles Replacement 7/1/2018 6/30/2020
RecPRS - 927/680 PRS Improvements, Otay Lakes Road 7/1/2017 6/30/2021
RWCWRF - Filter Troughs Replacement 7/1/2017 6/30/2020
RWCWRF - Secondary Chlorine Analyzer and Feed
System
7/1/2018 6/30/2020
Recycled Pipeline Cathodic Protection Improvements 7/1/2019 6/30/2022
RWCWRF Fuel Lines Replacement 7/1/2018 12/31/2020
Recycled Water Pressure Vessel Program 7/1/2020 6/30/2035
San Diego County Sanitation District Outfall and RSD
Outfall Replacement
7/1/2003 6/30/2030
RWCWRF - Bulk Chlorine Vapor Scrubber System
Refurbishment
7/1/2018 6/30/2020
Recycled Water Meter Change-Out 7/1/2022 6/30/2035
FY 2024
Six-Year CIP Projects Schedule
Continued
FY 2025
Q1
Planning Design Construction Warranty Capital Purchases
CIP No Project Title Start Finish FY 2020 FY 2021 FY 2022 FY 2023
46
Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
S2024
S2027
S2043
S2045
S2046
S2047
S2048
S2049
S2050
S2051
S2053
S2054
S2060
S2061
S2066
S2067
S2069
S2070
S2071
Campo Road Sewer Main Replacement 7/1/2010 6/30/2021
Rancho San Diego Pump Station Rehabilitation 7/1/2011 6/30/2021
7/1/2016Fuerte Drive Sewer Relocation 6/30/2020
Asset Management - Info Master Sewer Implementation 7/1/2017 6/30/2023
7/1/2016RWCWRF - Aeration Panels Replacement 6/30/2020
RWCWRF Sludge Handling System 7/1/2013 6/30/2028
Rancho San Diego Basin Sewer Rehabilitation - Phase 2 7/1/2018 6/30/2027
RWCWRF - Headworks Improvements 7/1/2017 6/30/2020
Hillsdale Road Sewer Repairs 7/1/2016 6/30/2020
Calavo Basin Sewer Rehabilitation - Phase 2 7/1/2016 6/30/2023
Steele Canyon Pump Station Replacement 7/1/2022 6/30/2027
RWCWRF Aeration Controls Consolidation &
Optimization Upgrades (S)
7/1/2017 6/30/2022
RWCWRF - Sedimentation Basins Weirs Replacement 7/1/2017 6/30/2020
Calavo Basin Sewer Rehabilitation - Phase 3 7/1/2023 6/30/2030
Cottonwood Sewer Pump Station Renovation 7/1/2019 6/30/2025
Hidden Mountain Sewer Pump Station Wet Well
Renovation
7/1/2019 6/30/2021
Rancho San Diego Basin Sewer Rehabilitation - Phase 3 7/1/2024 6/30/2030
RWCWRF Roofing Replacement and Natural Light
Enhancement
7/1/2018 6/30/2020
San Diego Metro Wastewater Capital Improvements 7/1/2019
Planning Design Construction Warranty Capital Purchases
Six-Year CIP Projects Schedule
Continued
CIP No Project Title Start Finish FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 FY 2025
Q1
47
CIP#Description Cost
Cat. (2)
Funding
Source (3)
FY
2020
FY
2021
FY
2022
FY
2023
FY
2024
FY
2025 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 100 200 1,700 1,700 1,700 - 5,400
P2654 Heritage Road Interconnection Improvements M B - - - 1,500 1,500 1,500 4,500
P2660 Camino Elevado Drive OWD and SWA
Interconnection Upgrade
E B - - - 420 420 420 1,260
R2084 RecPL - 20-Inch, 680 Zone, Village 2 -
Heritage/La Media
M E - 1,900 1,900 1,900 1,900 - 7,600
$ 100 $ 7,100 $ 8,600 $ 10,520 $ 10,520 $ 1,920 $ 38,760
FY
2020
FY
2021
FY
2022
FY
2023
FY
2024
FY
2025 Total
$ - $ 6,900 $ 8,400 $ 9,900 $ 9,900 $ 1,500 $ 36,600
100 200 200 620 620 420 2,160
0 0 0 0 0 0 0
$ 100 $ 7,100 $ 8,600 $ 10,520 $ 10,520 $ 1,920 $ 38,760
(1)
(2)
(3)
Note:See pages 39-42 for complete description of CIP projects.
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.
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
48
CIP Project Sheet Description
The following pages describe each information item on the individual CIP project sheets included
in this section.
CIP Number: The CIP project number for all projects is assigned by the Engineering Project
Manager, and is a unique identifying code on all District records for the specified project.
Project Title: Project titles follow a set format as described herein. The type of project should be
identified first. For example, if a project were a 711 Pressure Zone 24-inch pipeline, the title would
read “PL - 24-Inch, 711 Zone, Location - From A to B.” Pump stations and reservoirs are identified
similarly with abbreviations for type and size.
Director Division: All projects are located within a Board of Director’s division boundary unless
they apply to the entire District or are outside of the District boundaries. The Director division
where the majority of the physical project is located is listed. If it is a District-wide project it is listed
as “District-wide.” If it is outside the District boundary it is listed as “None.”
Project Manager: The person responsible for managing the project from inception through
completion.
I.D. Location: Most projects are located within one or more improvement districts. The I.D.
location listed is where the majority of the physical project is located. However, projects located in
portions of the District which have not yet been annexed into an improvement district are listed as
“None.”
Original Approved Date: The date the project was originally approved with budget expenditures
for the corresponding fiscal year by the Board of Directors.
Priority: The priority of the project is listed in this field as one of the following:
1. HIGH: Safety, restoration of service to customers, obligation that requires
immediate action, directed by the Board of Directors, and/or critical system need.
2. MEDIUM: Upgrade of system or expansion requirement to maintain system
reliability not critical. Identified through planning effort as required within next few
fiscal years.
3. LOW: Identified through planning effort as required in future years to support
development; not anticipated in the immediate future.
4. VERY LOW: Requirement may have low probability of need in the future.
Related CIP Projects: A maximum of three CIP project numbers that affect the scheduling and/or
related to the subject project and/or could provide important information.
Budget Amount: The estimated budget includes all costs needed to complete a project including
land, right-of-way, consultants, contractors, District staff time, etc. All prior years’ costs are part of
the total cost and dollars are rounded up to the nearest $1,000.
49
CIP Project Sheet Description
Description of Project: A brief description of a project which typically includes size, length,
capacity, etc.
Justification of Project: A brief explanation of why a project is required which addresses flexibility,
reliability, water quality, safety, contractual obligation, immediate growth, etc., as appropriate.
Comments: Pertinent information that should be known about a project that is not shown
elsewhere on the project sheet, including details of funding sources, including grant funding or
contributions from other agencies.
Funding Detail: The funding sources are listed along with the percentage of distribution to
expansion, betterment, and/or replacement.
Expenditure Schedule: The breakdown of a project’s expenditures by fiscal year – prior years’
cost along with a six-year budget schedule. Included in each year are all costs to complete the
work scheduled in that year rounded up to the nearest $1,000.
Project Schedule: The schedule of the primary project phase and estimated cost by the phases of
planning, design, and construction shown with the estimated start date (month/year), finish date
(month/year). The schedule time frames and estimated cost for each major phase of the project,
correspond with the expenditure schedule information.
Projected Incremental Operation Expenditures Schedule: To determine the cost to maintain
these new assets, the District looks at the cost of maintaining similar assets through the
Infrastructure Management System and financial system. Costs are tracked by three main
infrastructure asset groups of pipes, pump stations, and reservoirs, as well as capital purchases
and other types. Pipes typically have only operation and maintenance (O&M) costs associated
with them, pump stations have O&M as well as power cost, and reservoirs have O&M and
chemical cost. Each of the capital purchases and other types has its own unique O&M cost.
Project Location: A vicinity map is drawn in AutoCAD format using the GIS database as the
foundation showing the approximate location and limits of a project within the District. Some
projects do not have a specific location. In this case, a map of the entire District will then be shown
as the project location.
OWD Map Book: The page in the District’s facility map book where a project is primarily located.
Some projects do not have a specific location in which case the words “district-wide” will be
shown.
Submitted By: The project manager who originally submitted or the project manager who revised
the project sheet along with the date of submittal or last revision date of the CIP project sheet.
50
CIP
No CIP Project Title Page
No. #'s
P2040 Res - 1655-1 Reservoir 0.5 MG 55
P2083 PS - 870-2 Pump Station Replacement 57
P2174 PS - 1090-1 Pump Station Replacement (400 gpm)59
P2282 Vehicle Capital Purchases 61
P2286 Field Equipment Capital Purchases 63
P2405 PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road 65
P2451 Otay Mesa Desalination Conveyance and Disinfection System 67
P2453 SR-11 Utility Relocations 69
P2460 I.D. 7 Trestle and Pipeline Demolition 71
P2485 SCADA - Infrastructure and Communications Replacement 73
P2494 Multiple Species Conservation Plan 75
P2507 East Palomar Street Utility Relocation 77
P2508 Pipeline Cathodic Protection Replacement Program 79
P2516 PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 81
P2521 Large Meter Vault Upgrade Program 83
P2533 1200-1 Reservoir Interior & Exterior Coating 85
P2534 978-1 Reservoir Interior & Exterior Coating 87
P2539 South Bay Bus Rapid Transit (BRT) Utility Relocations 89
P2543 850-1 Reservoir Interior/Exterior Coating 91
P2544 850-2 Reservoir Interior/Exterior Coating 93
P2546 980-2 Reservoir Interior/Exterior Coating 95
P2553 Heritage Road Bridge Replacement and Utility Relocation 97
P2555 Administration and Operations Parking Lot Improvements 99
P2561 Res - 711-3 Reservoir Cover/Liner Replacement 101
P2562 Res - 571-1 Reservoir Cover/Liner Replacement 103
P2563 Res - 870-1 Reservoir Cover/Liner Replacement 105
P2565 803-2 Reservoir Interior/Exterior Coating & Upgrades 107
P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades 109
P2571 Datacenter Network- Data, Storage, and Infrastructure Enhancements 111
P2572 Enterprise Resource Planning (ERP) Replacement 113
CIP Project Index
51
CIP
No CIP Project Title Page
No. #'s
P2573 PL - 12-Inch Pipeline Replacement, 803 Zone, Hillsdale Road 115
P2574 PL - 12-Inch Pipeline Replacement, 978 Zone, Vista Vereda 117
P2578 PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm 119
P2584 Res - 657-1 and 657-2 Reservoir Demolitions 121
P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades 123
P2594 Large Meter Replacement 125
P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way 127
P2604 AMR Change Out 129
P2605 458/340 PRS Replacement, 1571 Melrose Ave 131
P2607 Douglas Ave SWA and OWD Interconnection Upgrade 133
P2608 PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple 135
P2609 PL - 8-inch, 1004 Zone, Eucalyptus St, Coronado/Date/La Mesa 137
P2610 Valve Replacement Program - Phase 1 139
P2611 Quarry Road Bridge Replacement and Utility Relocation 141
P2612 PL - 12-inch, 711 Zone, Pas de Luz/Telegraph Canyon Rd 143
P2614 485-1 Reservoir Interior/Exterior Coating 145
P2615 PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande 147
P2616 PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Dr/Vista Sierra Dr 149
P2617 Lobby Security Enhancements 151
P2619 PS - Temporary Lower Otay Pump Station Redundancy 153
P2623 Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum Valve
Replacements
155
P2625 PL - 12-inch, 978 Zone, Hidden Mesa Road 157
P2626 803-4 Reservoir Water Quality Improvements - PAX System Purchase 159
P2627 458/340 PRS Replacement, 1505 Oleander Ave 161
P2630 624-3 Reservoir Automation of Chemical Feed System 163
P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades 165
P2638 Buildings and Grounds Refurbishments 167
P2639 Vista Diego Hydropneumatic Pump Station Replacement 169
P2640 Portable Trailer Mounted VFD Pumps 171
P2642 Rancho Jamul Pump Station Replacement 173
CIP Project Index
52
CIP
No CIP Project Title Page
No. #'s
P2646 North District Area Cathodic Protection Improvements 175
P2647 Central Area Cathodic Protection Improvements 177
P2648 Otay Mesa Area Cathodic Protection Improvements 179
P2649 HVAC Equipment Purchase 181
P2652 520 to 640 Pressure Zone Conversion 183
P2653 1200 Pressure Zone Improvements 185
P2654 Heritage Road Interconnection Improvements 187
P2655 La Presa Pipeline Improvements 189
P2656 Regulatory Site Dwelling Basin Improvements 191
P2657 1485-1 Reservoir Interior/Exterior Coating & Upgrades 193
P2658 832-1 Pump Station Modifications 195
P2659 District Boardroom Improvements 197
P2660 Camino Elevado Drive OWD and SWA Interconnection Upgrade 199
P2661 Replacement of Backflow Prevention Devices on Pipeline Interconnections on Otay
Mesa
201
P2662 Potable Water Meter Change Out 203
P2663 Potable Water Pressure Vessel Program 205
P2664 Otay Mesa Dual Piping Modification Program 207
R2084 RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media 209
R2116 RecPL - 14-Inch, 927 Zone, Force Main Improvements 211
R2118 Steele Canyon Sewer PS Large Solids Handling Improvements 213
R2120 RWCWRF Filtered Water Storage Tank Improvements 215
R2121 Res - 944-1 Reservoir Cover/Liner Replacement 217
R2125 RecPRS - 927/680 PRS Improvements, Otay Lakes Road 219
R2139 RWCWRF - Filter Troughs Replacement 221
R2143 AMR Change Out 223
R2145 RWCWRF - Filter Media and Nozzles Replacement 225
R2146 Recycled Pipeline Cathodic Protection Improvements 227
R2147 RWCWRF Fuel Lines Replacement 229
R2148 Large Meter Replacement - Recycled 231
R2150 RWCWRF - Secondary Chlorine Analyzer and Feed System 233
CIP Project Index
53
CIP
No CIP Project Title Page
No. #'s
R2151 RWCWRF - Bulk Chlorine Vapor Scrubber System Refurbishment 235
R2152 Recycled Water Meter Change-Out 237
R2153 Recycled Water Pressure Vessel Program 239
S2012 San Diego County Sanitation District Outfall and RSD Outfall Replacement 241
S2024 Campo Road Sewer Main Replacement 243
S2027 Rancho San Diego Pump Station Rehabilitation 245
S2043 RWCWRF Sludge Handling System 247
S2045 Fuerte Drive Sewer Relocation 249
S2046 RWCWRF - Aeration Panels Replacement 251
S2047 Asset Management - Info Master Sewer Implementation 253
S2048 Hillsdale Road Sewer Repairs 255
S2049 Calavo Basin Sewer Rehabilitation - Phase 2 257
S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 259
S2051 RWCWRF - Headworks Improvements 261
S2053 RWCWRF - Sedimentation Basins Weirs Replacement 263
S2054 Calavo Basin Sewer Rehabilitation - Phase 3 265
S2060 Steele Canyon Pump Station Replacement 267
S2061 RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S)269
S2066 Rancho San Diego Basin Sewer Rehabilitation - Phase 3 271
S2067 RWCWRF Roofing Replacement and Natural Light Enhancement 273
S2069 Cottonwood Sewer Pump Station Renovation 275
S2070 Hidden Mountain Sewer Pump Station Wet Well Renovation 277
S2071 San Diego Metro Wastewater Capital Improvements 279
CIP Project Index
54
P2040Res - 1655-1 Reservoir 0.5 MG
Kevin Cameron
8/19/1992
5
3
$4,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for 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.
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
2020 2021 2022 2023 2024 2025 Total
$30 $50 $580 $1,550 $1,450 $280 $4,500
PRIOR YEARS:
TOTAL
$560
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
55
P2040
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2015 3/31/2021
4/1/2021 6/30/2022
$620
$880
PROJECT PHASE:
7/1/2022 10/31/2024 $3,000
PROJECT LOCATION:OWD Map Book:310
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Bob Kennedy
56
P2083PS - 870-2 Pump Station Replacement
Jeff Marchioro
5/17/1995
P2451
2
1
$18,950,000
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 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 2019 - Increased overall CIP budget $200K to increase contingency.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$4,700 $46 $2 $2 $0 $0 $18,950
PRIOR YEARS:
TOTAL
$14,200
57
P2083
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2013 9/1/2013
9/1/2013 5/1/2017
$700
$1,550
PROJECT PHASE:
5/1/2017 5/1/2023 $16,700
PROJECT LOCATION:OWD Map Book:055
2020 2021 2022 2023 2024 2025 Total
$0 $5,000 $5,000 $5,000 $5,000 $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:4/23/2019Jolene Fielding
58
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 2020 - Project budget decreased from $2.5M to $2.0M as closed zone capability is deleted from project scope, assuming procurement of Portable Trailer Mounted VFD Pump (CIP P2640) will proceed.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$350 $1,450 $150 $0 $0 $0 $2,000
PRIOR YEARS:
TOTAL
$50
59
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 6/30/2020
$50
$350
PROJECT PHASE:
7/1/2020 6/30/2022 $1,600
PROJECT LOCATION:OWD Map Book:320
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
60
P2282Vehicle Capital Purchases
Doug Rahders
6/3/1996
0
1
$6,000,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the 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
2020 2021 2022 2023 2024 2025 Total
$439 $320 $300 $250 $200 $210 $5,999
PRIOR YEARS:
TOTAL
$4,280
61
P2282
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
12/1/2000 6/30/2025 $6,000
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
62
P2286Field Equipment Capital Purchases
Doug Rahders
6/3/1996
0
1
$2,250,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for 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
2020 2021 2022 2023 2024 2025 Total
$203 $60 $60 $63 $60 $60 $1,981
PRIOR YEARS:
TOTAL
$1,475
63
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 $2,250
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
64
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
2020 2021 2022 2023 2024 2025 Total
$5 $50 $250 $700 $475 $20 $1,500
PRIOR YEARS:
TOTAL
$0
65
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 10/31/2021
$15
$335
PROJECT PHASE:
11/1/2021 6/30/2025 $1,150
PROJECT LOCATION:OWD Map Book:51
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
66
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
2020 2021 2022 2023 2024 2025 Total
$10 $10 $10 $10 $10 $100 $3,975
PRIOR YEARS:
TOTAL
$3,825
67
P2451
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2006 6/30/2025
7/1/2025 6/30/2027
$4,100
$4,000
PROJECT PHASE:
7/1/2027 6/30/2030 $27,600
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
68
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
2020 2021 2022 2023 2024 2025 Total
$270 $270 $60 $60 $200 $200 $3,000
PRIOR YEARS:
TOTAL
$1,940
69
P2453
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2006 6/30/2022
7/1/2009 6/30/2023
$50
$550
PROJECT PHASE:
1/8/2014 6/30/2023 $2,400
PROJECT LOCATION:OWD Map Book:5
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
70
P2460I.D. 7 Trestle and Pipeline Demolition
Stephen Beppler
5/23/2016
1
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 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 2019 and assess potential site access concerns.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$80 $50 $450 $10 $0 $0 $600
PRIOR YEARS:
TOTAL
$10
71
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 8/31/2021
$10
$155
PROJECT PHASE:
9/1/2021 6/30/2023 $435
PROJECT LOCATION:OWD Map Book:71
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
72
P2485SCADA - Infrastructure and Communications Replacement
Michael Kerr
5/21/2009
0
1
$2,428,000
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 2018 - Going into FY 2018 and beyond, the anticipated expenditures are for the following:
Work also includes completing the installation of new UPS and cooling system for the support of the District’s SCADA technology infrastructure - $120K
Staff also are including sites that were unanticipated during initial recommended list of sites in support of the SCADA systems data and security communications services. Staff identified three (3) sites that require extensive work (power panel, conduits, circuits, and cabinet installation) - $55K
Emergency Operations Center – $22K
Replacement of PLC’s (facility-wide) throughout FY 2022:FY 2018 ($85K)FY 2019 ($84K)FY 2020 ($60K)FY 2021 ($60K)FY 2022 ($60K)
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$60 $60 $60 $60 $0 $0 $2,428
PRIOR YEARS:
TOTAL
$2,188
73
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 $2,428
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
74
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
2020 2021 2022 2023 2024 2025 Total
$30 $42 $0 $0 $0 $0 $1,000
PRIOR YEARS:
TOTAL
$928
75
P2494
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2009 6/30/2021 $1,000
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
76
P2507East Palomar Street Utility Relocation
Kevin Cameron
5/17/2010
2
2
$735,000
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 utility relocations due to construction improvements to I-805 near East Palomar Street. Both the existing potable and recycled water systems will be impacted.
JUSTIFICATION OF PROJECT:
Caltrans will be making improvements to I-805 that will result in conflicts with existing pipelines. Project funds reimbursement to Caltrans.
COMMENTS:
FY 2018 - Project budget reduced $150K.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$4 $3 $0 $0 $0 $0 $735
PRIOR YEARS:
TOTAL
$728
77
P2507
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2010 12/1/2010
1/1/2011 12/1/2012
$5
$245
PROJECT PHASE:
1/1/2013 6/30/2021 $485
PROJECT LOCATION:OWD Map Book:80
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
78
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 2019 - Budget increased to account for construction project that will be advertised for bid in April 2018 and awarded in July 2018. This blanket CIP has been split into five (5) CIPs based on service type and groups of pipelines based on location. CIP P2508 will be closed after construction and warranty phase of the project that will be awarded in 2018 (i.e., this CIP will be closed at the end of 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
2020 2021 2022 2023 2024 2025 Total
$50 $0 $0 $0 $0 $0 $1,250
PRIOR YEARS:
TOTAL
$1,200
79
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 6/30/2022
$135
$335
PROJECT PHASE:
10/1/2014 6/30/2020 $780
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
80
P2516PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage
Jeff Marchioro
5/23/2016
3
3
$1,000,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for construction of approximately 1,250 feet of 12-inch pipeline in Jamacha Road and Osage Drive in the 640 Pressure Zone. The pipe can last up to 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 2018 - Overall project budget increased to match 2015 Water Facilities Master Plan.
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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $75 $125 $400 $400 $1,000
PRIOR YEARS:
TOTAL
$0
81
P2516
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2021 6/30/2022
7/1/2022 6/30/2023
$75
$125
PROJECT PHASE:
7/1/2023 6/30/2025 $800
PROJECT LOCATION:OWD Map Book:301
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
82
P2521Large Meter Vault Upgrade Program
Andrea Carey
5/16/2011
0
1
$620,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the retrofit and upgrade of approximately fifty (50) large meter vaults to either above ground conditions or eliminate the confined space depth.
JUSTIFICATION OF PROJECT:
The existing large meters are installed in below grade vaults, which creates increased costs and safety issues due to confined space requirements. Some of the existing below grade systems are subject to flooding and create corrosive environments.
COMMENTS:
FY 2017 - This is a re-activation of a previous CIP. Staff will be looking at vaults again to see if additional meters can be brought above ground or retrofits done to eliminate the confined space requirement.
FY 2018 - This is a re-activation of a previous CIP that incurred about $220K in costs through FY 2014. Current scope of work cost is $400K over four (4) years, starting in FY 2017.
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
2020 2021 2022 2023 2024 2025 Total
$100 $100 $75 $0 $0 $0 $620
PRIOR YEARS:
TOTAL
$345
83
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 6/30/2022 $394
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
84
P25331200-1 Reservoir Interior & Exterior Coating
Kevin Cameron
6/3/2015
5
2
$895,000
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$25 $825 $5 $29 $0 $0 $895
PRIOR YEARS:
TOTAL
$11
85
P2533
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
6/1/2016 7/31/2017
8/3/2017 10/30/2020
$10
$70
PROJECT PHASE:
11/2/2020 6/30/2023 $815
PROJECT LOCATION:OWD Map Book:369
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
86
P2534978-1 Reservoir Interior & Exterior Coating
Kevin Cameron
6/3/2015
5
2
$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 interior and exterior coatings of the 978-1 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 978-1 Reservoir interior and exterior coatings are in relatively poor condition and are in need of replacement.
COMMENTS:
FY 2018 - Budget decreased from $715K to $650K. The tank was built in 1959.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$5 $25 $20 $5 $0 $0 $650
PRIOR YEARS:
TOTAL
$595
87
P2534
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
6/2/2016 5/30/2017
6/1/2017 10/5/2017
$10
$60
PROJECT PHASE:
10/6/2017 6/30/2023 $580
PROJECT LOCATION:OWD Map Book:378
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
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
2020 2021 2022 2023 2024 2025 Total
$20 $60 $70 $0 $0 $0 $1,090
PRIOR YEARS:
TOTAL
$940
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 6/30/2022 $970
PROJECT LOCATION:OWD Map Book:80-82, 97-99, 113 &
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
90
P2543850-1 Reservoir Interior/Exterior Coating
Kevin Cameron
6/3/2015
3
2
$940,000
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$810 $85 $5 $30 $0 $0 $940
PRIOR YEARS:
TOTAL
$10
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
$20
$65
PROJECT PHASE:
11/1/2019 6/30/2023 $855
PROJECT LOCATION:OWD Map Book:304
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
92
P2544850-2 Reservoir Interior/Exterior Coating
Kevin Cameron
6/3/2015
3
1
$980,000
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 850-2 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 850-2 Reservoir are nearing the end of their useful lives and are in need of replacement.
COMMENTS:
FY 2018 - Budget decreased from $1.07M to $980K to reflect bid results, and to keep enough budget for unanticipated structural repairs encountered on many tanks recently recoated.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$5 $20 $5 $5 $5 $100 $980
PRIOR YEARS:
TOTAL
$840
93
P2544
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
4/1/2016 7/29/2016
8/1/2016 10/5/2016
$20
$65
PROJECT PHASE:
10/6/2016 6/30/2025 $895
PROJECT LOCATION:OWD Map Book:317
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
94
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
2020 2021 2022 2023 2024 2025 Total
$5 $15 $0 $0 $0 $0 $1,705
PRIOR YEARS:
TOTAL
$1,685
95
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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
96
P2553Heritage Road Bridge Replacement and Utility Relocation
Kevin Cameron
6/3/2015
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:
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$40 $250 $950 $850 $750 $630 $3,500
PRIOR YEARS:
TOTAL
$30
97
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 11/8/2020
$80
$420
PROJECT PHASE:
11/9/2020 6/30/2025 $3,000
PROJECT LOCATION:OWD Map Book:50 & 51
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
98
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
2020 2021 2022 2023 2024 2025 Total
$30 $30 $0 $0 $0 $0 $935
PRIOR YEARS:
TOTAL
$875
99
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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
100
P2561Res - 711-3 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
5
2
$2,300,000
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 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 2019 - Construction schedule adjusted to coincide with recommendation from floating cover/liner contractor based on third party laboratory analysis of existing floating cover/liner samples taken from the Reservoir in May 2017. Budget increased to account for analysis of recent 570-1 Reservoir floating cover/liner bid, replacement of existing spring tensioners, and addition of 5% contingency on construction cost estimate.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$50 $50 $0 $0 $0 $0 $2,300
PRIOR YEARS:
TOTAL
$2,200
101
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 $2,245
PROJECT LOCATION:OWD Map Book:159
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
102
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 2018 - Project budget revised from $2.6M to $2.9M to reflect actual bid results.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$20 $10 $1 $1 $76 $77 $2,900
PRIOR YEARS:
TOTAL
$2,715
103
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 6/30/2025 $2,845
PROJECT LOCATION:OWD Map Book:55
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
104
P2563Res - 870-1 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
2
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 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 2020 - Project budget increased from $1M to $1.25M 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
2020 2021 2022 2023 2024 2025 Total
$5 $50 $1,150 $42 $0 $0 $1,250
PRIOR YEARS:
TOTAL
$3
105
P2563
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2015 4/30/2019
5/1/2019 9/30/2020
$10
$50
PROJECT PHASE:
10/1/2020 6/30/2023 $1,190
PROJECT LOCATION:OWD Map Book:55
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
106
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$125 $65 $5 $30 $5 $120 $1,200
PRIOR YEARS:
TOTAL
$850
107
P2565
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/1/2018 6/30/2018
7/1/2018 10/2/2018
$20
$70
PROJECT PHASE:
10/3/2018 6/30/2025 $1,110
PROJECT LOCATION:OWD Map Book:357
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
108
P25671004-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
6/3/2015
3
3
$965,000
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$0 $0 $20 $850 $90 $5 $965
PRIOR YEARS:
TOTAL
$0
109
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
$60
PROJECT PHASE:
10/6/2023 7/30/2024 $885
PROJECT LOCATION:OWD Map Book:316
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
110
P2571Data Center Network Data Storage and Infrastructure
Enhancements
Michael Kerr
6/3/2015
0
2
$200,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement 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. These end-of-life devices/hardware exposes 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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$100 $0 $0 $0 $0 $0 $200
PRIOR YEARS:
TOTAL
$100
111
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 6/30/2020 $200
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
112
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
2020 2021 2022 2023 2024 2025 Total
$0 $80 $50 $0 $0 $0 $130
PRIOR YEARS:
TOTAL
$0
113
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:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
114
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. Project to be closed at the end of FY 2020. 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
2020 2021 2022 2023 2024 2025 Total
$5 $4 $0 $0 $0 $0 $2,580
PRIOR YEARS:
TOTAL
$2,571
115
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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
116
P2574PL - 12-Inch Pipeline Replacement, 978 Zone, Vista Vereda
Stephen Beppler
5/23/2016
P2573, P2615, P2616, P2625
5
2
$1,640,000
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 2018 - Budget decreased from $2.5M to $2M. New water line for transmission purposes being constructed in Hidden Mesa Drive under CIP P2625. Other 1960s era steel pipe replacement projects include P2615 for Vista Grande and P2616 for Pence Drive.
FY 2019 - Budget decreased to $1.64M to reflect actual accepted bid amount.
FY 2020 - Weather during construction will extend 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
2020 2021 2022 2023 2024 2025 Total
$230 $10 $0 $0 $0 $0 $1,640
PRIOR YEARS:
TOTAL
$1,400
117
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
$55
$345
PROJECT PHASE:
1/1/2019 6/30/2021 $1,240
PROJECT LOCATION:OWD Map Book:368, 369, 378
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Bob Kennedy
118
P2578PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm
Jeff Marchioro
5/23/2016
P2473
1
2
$13,000,000
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 derated 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 2020 - Project budget increased from $10M to $13M 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
2020 2021 2022 2023 2024 2025 Total
$0 $50 $450 $4,500 $4,000 $4,000 $13,000
PRIOR YEARS:
TOTAL
$0
119
P2578
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 9/30/2021
10/1/2021 9/30/2022
$100
$1,400
PROJECT PHASE:
10/1/2022 6/30/2025 $11,500
PROJECT LOCATION:OWD Map Book:114
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
120
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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $1 $50 $51
PRIOR YEARS:
TOTAL
$0
121
P2584
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
12/31/2023 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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
122
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
2020 2021 2022 2023 2024 2025 Total
$0 $10 $895 $110 $5 $30 $1,050
PRIOR YEARS:
TOTAL
$0
123
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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
124
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 2017-FY 2019 - Of the 219 large meters in the ground, 105 are no longer repairable and must be replaced. Staff anticipates 97 of these meters will need to replaced in the next three (3) years. Staff has identified six 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 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
2020 2021 2022 2023 2024 2025 Total
$60 $1 $1 $1 $77 $25 $650
PRIOR YEARS:
TOTAL
$485
125
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 6/30/2025 $650
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
126
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
2020 2021 2022 2023 2024 2025 Total
$1 $1 $1 $1 $1 $145 $150
PRIOR YEARS:
TOTAL
$0
127
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 6/30/2025 $150
PROJECT LOCATION:OWD Map Book:82
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
128
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 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
2020 2021 2022 2023 2024 2025 Total
$1,300 $260 $260 $0 $0 $0 $6,290
PRIOR YEARS:
TOTAL
$4,470
129
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 6/30/2022 $6,290
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
130
P2605458/340 PRS Replacement, 1571 Melrose Ave
Stephen Beppler
5/24/2017
P2627
2
2
$475,000
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 2020 - Project budget increased from $325K to $475K 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
2020 2021 2022 2023 2024 2025 Total
$295 $100 $20 $0 $0 $0 $475
PRIOR YEARS:
TOTAL
$60
131
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 6/30/2019
$2
$58
PROJECT PHASE:
7/1/2019 6/30/2022 $415
PROJECT LOCATION:OWD Map Book:065
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
132
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 2020 - Projecting SWA to complete design in FY 2019 with construction to be performed in 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
2020 2021 2022 2023 2024 2025 Total
$20 $25 $0 $0 $0 $0 $50
PRIOR YEARS:
TOTAL
$5
133
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
$3
$7
PROJECT PHASE:
10/1/2019 6/30/2021 $40
PROJECT LOCATION:OWD Map Book:095
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
134
P2608PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple
Kevin Cameron
5/24/2017
3
2
$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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$50 $75 $475 $200 $0 $0 $820
PRIOR YEARS:
TOTAL
$20
135
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 6/30/2021
$25
$125
PROJECT PHASE:
7/1/2021 12/30/2022 $670
PROJECT LOCATION:OWD Map Book:303
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
136
P2609PL - 8-inch, 1004 Zone, Eucalyptus St, Coronado/Date/La Mesa
Kevin Cameron
5/24/2017
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 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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$225 $450 $60 $0 $0 $0 $800
PRIOR YEARS:
TOTAL
$65
137
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 1/7/2020
$25
$125
PROJECT PHASE:
1/8/2020 6/30/2022 $650
PROJECT LOCATION:OWD Map Book:317
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
138
P2610Valve Replacement Program - Phase 1
Kevin Cameron
5/24/2017
0
1
$275,000
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.
JUSTIFICATION OF PROJECT:
Working isolation valves are vital to the efficient operation of the water system.
COMMENTS:
FY 2019 - Increased overall budget from $150K to $275K to reflect increase in recent bids received from Helix Water District and increase in the number of valves needed to be replaced.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$50 $75 $75 $50 $4 $0 $275
PRIOR YEARS:
TOTAL
$21
139
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 6/30/2020
$5
$40
PROJECT PHASE:
7/1/2020 6/30/2024 $230
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
140
P2611Quarry Road Bridge Replacement and Utility Relocation
Kevin Cameron
5/24/2017
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:
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$75 $275 $550 $325 $50 $0 $1,300
PRIOR YEARS:
TOTAL
$25
141
P2611
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 6/30/2020
$35
$215
PROJECT PHASE:
7/1/2020 8/31/2023 $1,050
PROJECT LOCATION:OWD Map Book:197
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
142
P2612PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Rd
Kevin Cameron
5/24/2017
4
2
$500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Replacement 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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$50 $75 $335 $25 $0 $0 $500
PRIOR YEARS:
TOTAL
$15
143
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 6/30/2020
$15
$85
PROJECT PHASE:
7/1/2020 12/31/2022 $400
PROJECT LOCATION:OWD Map Book:096
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
144
P2614485-1 Reservoir Interior/Exterior Coating
Kevin Cameron
5/24/2017
4
3
$895,000
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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $10 $885 $0 $895
PRIOR YEARS:
TOTAL
$0
145
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
$5
$40
PROJECT PHASE:
10/4/2023 6/30/2024 $850
PROJECT LOCATION:OWD Map Book:112
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/23/2019Jolene Fielding
146
P2615PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande
Stephen Beppler
5/24/2017
5
2
$2,200,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement 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 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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$25 $5 $250 $600 $1,290 $10 $2,200
PRIOR YEARS:
TOTAL
$20
147
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 5/30/2022
$50
$450
PROJECT PHASE:
6/1/2022 6/30/2024 $1,700
PROJECT LOCATION:OWD Map Book:368
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
148
P2616PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Dr/Vista
Sierra Dr
Stephen Beppler
5/24/2017
P2573, P2574, P2615, P2625
5
1
$3,300,000
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 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 2020 - Based upon latest construction costs and scope of work increasing the length of pipe replacement, budget increased from $2.5M to $3.3M.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$170 $1,700 $1,390 $10 $0 $0 $3,300
PRIOR YEARS:
TOTAL
$30
149
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 8/31/2020
$30
$270
PROJECT PHASE:
9/1/2020 10/30/2022 $3,000
PROJECT LOCATION:OWD Map Book:378
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Bob Kennedy
150
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
2020 2021 2022 2023 2024 2025 Total
$150 $0 $0 $0 $0 $0 $225
PRIOR YEARS:
TOTAL
$75
151
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 6/30/2020 $210
PROJECT LOCATION:OWD Map Book:318
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
152
P2619PS - Temporary Lower Otay Pump Station Redundancy
Jeff Marchioro
5/24/2017
P2579
1
1
$2,900,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Add a second pump to the temporary Lower Otay Pump Station (TLOPS) to provide redundancy to the existing single trailer mounted pump. Project involves site work, yard piping, replacement of a 30-inch flow meter and adjoining piping due to internal deterioration, instrumentation and controls, and security improvements.
JUSTIFICATION OF PROJECT:
A second redundant pump is needed to serve as backup to the existing pump at TLOPS. The existing diesel pump engine has recently failed during a SDCWA Aqueduct shutdown. Aqueduct shutdowns may occur for routine maintenance or emergencies. With the exception of portable trailer pumps, which can be deployed at the Telegraph Canyon site, TLOPS is the only potable water supply to the District's central and south service areas during Aqueduct shutdowns. TLOPS has a much higher capacity (12,500 gpm) compared to the potable trailer pumps deployed at Telegraph Canyon (5,000 gpm).
COMMENTS:
FY 2020 - Project budget increased from $1.8M to $2.9M to reflect design refinement of the project, the remote location of the project, the small working area at the site, and results of recent construction bids the Otay Water District has received.
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
2020 2021 2022 2023 2024 2025 Total
$2,000 $350 $220 $0 $0 $0 $2,900
PRIOR YEARS:
TOTAL
$330
153
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
$115
$215
PROJECT PHASE:
9/1/2019 6/30/2022 $2,570
PROJECT LOCATION:OWD Map Book:070
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
154
P2623Central Area to Otay Mesa Interconnection Pipelines
Combination Air/Vacuum Valve Replacements
Jeff Marchioro
5/24/2017
P2083
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 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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$50 $220 $10 $0 $0 $0 $500
PRIOR YEARS:
TOTAL
$220
155
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 6/30/2020
$50
$110
PROJECT PHASE:
7/1/2018 6/30/2022 $340
PROJECT LOCATION:OWD Map Book:055
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
156
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:
FY 2019 - Project approved by the Board of Directors at the November 1, 2017 Board Meeting with budget adjusted from $1.5M to 2.21M to reflect bid award amount. This project is to be built prior to construction of CIP P2574 to ensure continued transmission of fire flows to the western portions of the 978 PZ.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$200 $10 $0 $0 $0 $0 $2,210
PRIOR YEARS:
TOTAL
$2,000
157
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
$179
PROJECT PHASE:
7/1/2018 6/30/2021 $2,030
PROJECT LOCATION:OWD Map Book:368,369
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Bob Kennedy
158
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 2021 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 of $273.1K.
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
2020 2021 2022 2023 2024 2025 Total
$150 $150 $25 $0 $0 $0 $325
PRIOR YEARS:
TOTAL
$0
159
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 9/30/2021 $315
PROJECT LOCATION:OWD Map Book:307, 322, 369
2020 2021 2022 2023 2024 2025 Total
$0 $0 $1,500 $1,500 $1,500 $0 $4,500
$100 $200 $200 $200 $200 $0 $900
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
160
P2627458/340 PRS Replacement, 1505 Oleander Ave
Stephen Beppler
5/21/2018
P2605
2
1
$475,000
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 2020 - Project budget increased from $325K to $475K in FY 2020 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
2020 2021 2022 2023 2024 2025 Total
$300 $100 $15 $0 $0 $0 $475
PRIOR YEARS:
TOTAL
$60
161
P2627
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 6/30/2019
$2
$58
PROJECT PHASE:
7/1/2019 6/30/2022 $415
PROJECT LOCATION:OWD Map Book:065
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
162
P2630624-3 Reservoir Automation of Chemical Feed System
Kevin Cameron
5/21/2018
1
2
$505,000
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 - Staff will be evaluating the cost/benefit of these improvements. 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
2020 2021 2022 2023 2024 2025 Total
$5 $50 $440 $10 $0 $0 $505
PRIOR YEARS:
TOTAL
$0
163
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
$75
PROJECT PHASE:
11/1/2022 6/30/2023 $410
PROJECT LOCATION:OWD Map Book:114
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
164
P26311485-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
5/21/2018
5
3
$1,100,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the interior and exterior coatings of the 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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $5 $50 $1,000 $1,055
PRIOR YEARS:
TOTAL
$0
165
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
$15
$45
PROJECT PHASE:
11/1/2024 6/30/2026 $1,040
PROJECT LOCATION:OWD Map Book:336
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
166
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
2020 2021 2022 2023 2024 2025 Total
$89 $0 $0 $0 $0 $0 $114
PRIOR YEARS:
TOTAL
$25
167
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 6/30/2020 $114
PROJECT LOCATION:OWD Map Book:318
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
168
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
2020 2021 2022 2023 2024 2025 Total
$25 $425 $2,300 $50 $0 $0 $2,800
PRIOR YEARS:
TOTAL
$0
169
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 6/30/2023 $2,350
PROJECT LOCATION:OWD Map Book:322
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
170
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:
FY 2020 - Project budget increased from $400K to $550K to reflect current concept 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
2020 2021 2022 2023 2024 2025 Total
$458 $50 $0 $0 $0 $0 $550
PRIOR YEARS:
TOTAL
$42
171
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:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Bob Kennedy
172
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 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
2020 2021 2022 2023 2024 2025 Total
$5 $10 $380 $1,050 $1,050 $5 $2,500
PRIOR YEARS:
TOTAL
$0
173
P2642
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
$30
$370
PROJECT PHASE:
10/1/2022 6/30/2025 $2,100
PROJECT LOCATION:OWD Map Book:206
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
174
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 that may be repaired under this CIP.
COMMENTS:
FY 2020 - Project budget increased from $800K to $1.2M to reflect current pricing.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$0 $100 $200 $450 $450 $0 $1,200
PRIOR YEARS:
TOTAL
$0
175
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 6/30/2021
$100
$200
PROJECT PHASE:
7/1/2021 6/30/2024 $900
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
176
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:
FY 2020 - Project budget increased from $1M to $1.3M 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
2020 2021 2022 2023 2024 2025 Total
$0 $100 $200 $500 $500 $0 $1,300
PRIOR YEARS:
TOTAL
$0
177
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 6/30/2022
$100
$200
PROJECT PHASE:
7/1/2022 6/30/2024 $1,000
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
178
P2648Otay Mesa Area Cathodic Protection Improvements
Jeff Marchioro
5/21/2018
P2508
2
2
$430,000
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 2020 - Project budget increased from $400K to $430K 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
2020 2021 2022 2023 2024 2025 Total
$100 $280 $10 $0 $0 $0 $430
PRIOR YEARS:
TOTAL
$40
179
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 6/30/2020
$40
$100
PROJECT PHASE:
7/1/2020 6/30/2022 $290
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
180
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) EstimateRTU 4 Board Room 1998 2019 $21,000AC-2 Accounting 1998 2020 $22,000AC-4 Finance 1998 2020 $22,000RTU 8 Training Room 1998 2021 $20,000RTU 7 Lunchroom 1998 2022 $15,000RTU 6 Gym Area 1998 2023 $15,000RTU 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
2020 2021 2022 2023 2024 2025 Total
$44 $20 $15 $30 $0 $0 $130
PRIOR YEARS:
TOTAL
$21
181
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 6/30/2023 $130
PROJECT LOCATION:OWD Map Book:318
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
182
P2652520 to 640 Pressure Zone Conversion
Kevin Cameron
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
2020 2021 2022 2023 2024 2025 Total
$20 $60 $100 $50 $20 $0 $250
PRIOR YEARS:
TOTAL
$0
183
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 9/30/2021
$20
$60
PROJECT PHASE:
10/1/2021 6/30/2024 $170
PROJECT LOCATION:OWD Map Book:331, 343
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
184
P26531200 Pressure Zone Improvements
Jeff Marchioro 5
1
$325,000
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. Add connections for Portable Trailer Mounted Variable Frequency Drive (VFD) Trailer Pump (CIP P2640) 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.
COMMENTS:
FY 2020 - The Otay Water District's as-needed hydraulic modeling consultant is progressing with a formal study to verify the 8-inch fire flow capacity and will be supplying the Fire Department with the range of fire flows available within this PZ and adjacent streets in lower pressure zones. Domestic demands can be met without upsizing 8-inch piping near the 1200-1 PS, however, staff will be looking to see if replacement of pipes within the PS could provide a long-term benefit to the service area.
Cost breakdown:
1) Pipeline $1M; but is not cost effective for short-term benefit.
2) Replace temporary repair at 1200-1 PS discharge - $300K.
3) Connections for VFD Trailer Pump: Incidental, assuming it can be done together with temporary repair.
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
2020 2021 2022 2023 2024 2025 Total
$200 $75 $50 $0 $0 $0 $325
PRIOR YEARS:
TOTAL
$0
185
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 3/31/2020
$10
$50
PROJECT PHASE:
4/1/2020 12/31/2021 $265
PROJECT LOCATION:OWD Map Book:369,377,378
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2019Jolene Fielding
186
P2654Heritage Road Interconnection Improvements
Jeff Marchioro 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
2020 2021 2022 2023 2024 2025 Total
$65 $130 $5 $0 $0 $0 $200
PRIOR YEARS:
TOTAL
$0
187
P2654
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2019 6/30/2020
$0
$65
PROJECT PHASE:
7/1/2020 6/30/2022 $135
PROJECT LOCATION:OWD Map Book:022
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $1,500 $1,500 $1,500 $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:4/24/2019Jolene Fielding
188
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 and 6-inch AC pipelines 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:
FY 2020 - The initial pre-planning budget of $500K will be refined in FY 2021 once a preliminary design report is completed. An estimated forty-seven (47) gate valves (at $25K each) and approximately 1,000 linear feet (LF) of replacement and 150 LF of relocation of 8-inch PVC pipe (at $62/Inch/LF) is the basis for the $1.75M 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
2020 2021 2022 2023 2024 2025 Total
$15 $80 $150 $680 $550 $275 $1,750
PRIOR YEARS:
TOTAL
$0
189
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
$125
PROJECT PHASE:
1/1/2021 6/30/2025 $1,600
PROJECT LOCATION:OWD Map Book:302
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
190
P2656Regulatory Site Desilting Basin Improvements
Stephen Beppler 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 new weir gates and sluice gates 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 drawn off through the two step settling 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 2020 - Staff will look for opportunities to either perform the work with District forces or group this with another project(s) to obtain a competitive construction bid. The project, on its own, may be too small to construct cost effectively in the currentbidding climate.
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
2020 2021 2022 2023 2024 2025 Total
$40 $100 $10 $0 $0 $0 $150
PRIOR YEARS:
TOTAL
$0
191
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 3/31/2020
$5
$35
PROJECT PHASE:
4/1/2020 6/30/2022 $110
PROJECT LOCATION:OWD Map Book:343
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
192
P26571485-1 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
P2631
5
3
$805,000
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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $5 $25 $30
PRIOR YEARS:
TOTAL
$0
193
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 $725
PROJECT LOCATION:OWD Map Book:336
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
194
P2658832-1 Pump Station Modifications
Kevin Cameron
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:
Update the design report for the conversion of the 520 pressure zone (PZ) to 640 HGL and construct the 832-1 Pump Station (PS) modifications needed to convert this PZ.
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 Otay Water District has sufficient storage. Staff is recommending to cancel this $1.5M CIP and 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. The 832-1 PS modifications will allow this PS to take suction from the higher pressure, saving energy costs.
COMMENTS:
FY 2020 - The design report for these modification was prepared in 2004 and needs to be updated. This report suggested the 832-1 PS could be modified to take 640 HGL suction pressures by removing 1 of 4 stages in the vertical turbine pumps. There are two (2) full diameter impellers and two (2) trimmed impellers in each pump at this PS. One full diameter impeller would need to be taken out to operate under the 640 HGL suction pressure. It was estimated they would 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 3three (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. This project will only modify the 832-1 PS to operate at the higher HGL. This CIP budget will be modified if the District decides to install additional pumps to allow operation from either the 520 or 640 HGL.
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
2020 2021 2022 2023 2024 2025 Total
$15 $300 $250 $35 $0 $0 $600
PRIOR YEARS:
TOTAL
$0
195
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 6/30/2023 $540
PROJECT LOCATION:OWD Map Book:331
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
196
P2659District Boardroom Improvements
Michael Kerr 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 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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$180 $20 $0 $0 $0 $0 $200
PRIOR YEARS:
TOTAL
$0
197
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 3/31/2021 $200
PROJECT LOCATION:OWD Map Book:318
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
198
P2660Camino Elevado Drive OWD and SWA Interconnection Upgrade
Stephen Beppler
P2607
4
2
$250,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Upgrade existing emergency interconnection between Sweetwater Authority (SWA) and Otay Water District (District) to allow bi-directional flow to the District, if the existing pipeline HGL of 624 feet falls below SWA's HGL of the Starr Pressure Zone of 476 feet.
JUSTIFICATION OF PROJECT:
The District is requesting this upgrade in the emergency interconnection to change the current configuration of a one-way interconnection to allow bi-directional flow to the District, if the District's existing pipeline HGL of 624 feet falls below SWA's HGL of the Starr Pressure Zone of 476 feet.
COMMENTS:
FY 2020 - Energy billing was estimated to cost $35/month to operate the SCADA system. This pre-planning budget does not include the estimated cost of $25K for acquiring an easement for electrical equipment or antennas. An electric service from SDG&E will be required, but the pre-planning budget assumes it will be adjacent to the site selected for the SCADA equipment.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Betterment ID 22 0 %100 %0 %0 %100 %
TOTAL:0 %100 %0 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$3 $20 $200 $27 $0 $0 $250
PRIOR YEARS:
TOTAL
$0
199
P2660
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 9/30/2021
$3
$20
PROJECT PHASE:
10/1/2021 6/30/2023 $227
PROJECT LOCATION:OWD Map Book:142
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $420 $420 $420 $1,260
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
200
P2661Replacement of Backflow Prevention Devices on Pipeline
Interconnections on Otay Mesa
Stephen Beppler
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
2020 2021 2022 2023 2024 2025 Total
$10 $75 $75 $75 $75 $65 $375
PRIOR YEARS:
TOTAL
$0
201
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 6/30/2025 $350
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
202
P2662Potable Water Meter Change Out
Andrea Carey
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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $20 $30 $1,900 $1,950
PRIOR YEARS:
TOTAL
$0
203
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:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
204
P2663Potable Water Pressure Vessel Program
Jeff Marchioro 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 2020 - Pressure vessels will be replaced rather than be relined. Vessels with life expectancies possibly less than six (6) years include: Vista Diego hydro tank, Rancho Jamul hydro tank, 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
2020 2021 2022 2023 2024 2025 Total
$50 $300 $350 $50 $300 $450 $1,500
PRIOR YEARS:
TOTAL
$0
205
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:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
206
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
2020 2021 2022 2023 2024 2025 Total
$10 $50 $50 $50 $50 $140 $350
PRIOR YEARS:
TOTAL
$0
207
P2664
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 9/30/2020 $35
$0
PROJECT PHASE:
10/1/2020 6/30/2025 $315
PROJECT LOCATION:OWD Map Book:001 to 026
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
208
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 2018 - This is a developer driven project. A reimbursement agreement is expected to be considered by the Board in FY 2017. Developer budget is 2,000 Linear Feet at a cost of $150 per foot for a total of $300K. Inspection and staff budget is $65K. This CIP budget was reduced from $970K to $365K for the FY 2017 CIP budget.
FY 2019 - 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
2020 2021 2022 2023 2024 2025 Total
$1 $1 $1 $1 $1 $359 $365
PRIOR YEARS:
TOTAL
$1
209
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 6/30/2025 $315
PROJECT LOCATION:OWD Map Book:82
2020 2021 2022 2023 2024 2025 Total
$0 $1,900 $1,900 $1,900 $1,900 $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:4/26/2019Jolene Fielding
210
R2116RecPL - 14-Inch, 927 Zone, Force Main Improvements
Jeff Marchioro
6/3/2015
3
1
$2,250,000
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 repair of the existing 16,000 linear feet of 14-inch force main, built in 1978, and the replacement of fifteen (15) blow-offs.
JUSTIFICATION OF PROJECT:
Active leaks and significant localized corrosion have been spot repaired. Additional spot repairs and replacement of the existing blow-offs are needed to extend the remaining useful life of the facility.
COMMENTS:
FY 2020 - Project budget decreased from $2.5M to $2.25M to reduce quantity of planned spot repairs.
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
2020 2021 2022 2023 2024 2025 Total
$25 $11 $11 $6 $6 $5 $2,250
PRIOR YEARS:
TOTAL
$2,186
211
R2116
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2014 3/31/2017
1/1/2015 6/30/2017
$570
$220
PROJECT PHASE:
1/1/2015 6/30/2025 $1,460
PROJECT LOCATION:OWD Map Book:186, 200, 304, 318,
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
212
R2118Steele Canyon Sewer PS Large Solids Handling Improvements
Stephen Beppler
6/3/2015
S2051
3
1
$175,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for installation of measures in the Steele Bridge Sewer Pump Station (PS) wet well to protect the sewage pumps from assorted debris. The existing pumps have been requiring a high frequency of repairs and replacement of parts due to rags, construction materials, and other non-typical wastewater solids entering the PS. Assessment of installing either a new chopper pump or bar screen to handle these types of materials is needed.
JUSTIFICATION OF PROJECT:
The prevention of large debris from reaching the existing pumps will result in reduced maintenance repairs and extend the life of the sewage pumps. Based upon the current frequency and cost of maintenance of the sewage pumps, the proposed improvement should pay for itself within a few years. Improvements may trigger safety upgrades to also be included.
COMMENTS:
FY 2019 - Budget increased from $75K to $150K to reflect bid price received for project. A reassessment of the cost to benefit for the project was performed and still found to be acceptable, but the project will be delayed to rebid with other work (S2051) at the treatment plant to obtain a better economies of scale for construction. Design completed in FY 2017. CIP is based upon recommendations from RWCWRF Master Plan (Item 3.1).
FY 2020 - Budget increased from $150K to $175K at Nov 2019 Board meeting due to received bid amount. Project construction to be completed in Feb 2019, with warranty extending to Feb 2020. Project to be closed at end of 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
2020 2021 2022 2023 2024 2025 Total
$5 $0 $0 $0 $0 $0 $175
PRIOR YEARS:
TOTAL
$170
213
R2118
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2015 7/31/2015
8/3/2015 9/30/2015
$4
$36
PROJECT PHASE:
10/1/2015 6/30/2020 $135
PROJECT LOCATION:OWD Map Book:331
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Bob Kennedy
214
R2120RWCWRF Filtered Water Storage Tank Improvements
Kevin Cameron
6/3/2015
R2096
3
1
$575,000
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. T he 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
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
2020 2021 2022 2023 2024 2025 Total
$390 $75 $60 $0 $0 $0 $575
PRIOR YEARS:
TOTAL
$50
215
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
$40
PROJECT PHASE:
10/2/2019 6/30/2022 $525
PROJECT LOCATION:OWD Map Book:319
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Bob Kennedy
216
R2121Res - 944-1 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
5
2
$1,800,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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 2020 - Project budget increased from $1.4M to $1.8M 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
2020 2021 2022 2023 2024 2025 Total
$60 $1,700 $21 $0 $0 $0 $1,800
PRIOR YEARS:
TOTAL
$19
217
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 9/30/2020
$10
$50
PROJECT PHASE:
10/1/2020 6/30/2022 $1,740
PROJECT LOCATION:OWD Map Book:172
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
218
R2125RecPRS - 927/680 PRS Improvements, Otay Lakes Road
Jeff Marchioro
5/24/2017
1
2
$225,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Improve existing solar panel and batteries and add small generator. Develop SCADA to enable remote operation of the existing hydraulic valves, monitor valve position, and automatically close valves during 944-1R Pump Station (PS) operation. Add vault flood alarm and sump pump.
JUSTIFICATION OF PROJECT:
The facility has been normally used during interruption of City recycled water supplies or when Ralph W. Chapman Water Reclamation Facility production has exceeded 944/927 Pressure Zone demands. PRS hydraulic valve solenoids have failed to function when the existing power supply from solar panels/batteries has been insufficient on cloudy days. Remote control will save staff time since the facility has been operated by manually toggling switches at the site and batteries occasionally require charging with a portable generator. Automatic lock out of the PRS will prevent inefficient short circuiting of the 944-1R PS. The interior of the existing SCADA cabinet (electronic devices, wiring, and plywood backboard) should be updated.
COMMENTS:
FY 2020 - Scope changed since SDG&E power cost prohibitive. Project budget increased from $200K to $225K to reflect current pricing.
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
2020 2021 2022 2023 2024 2025 Total
$45 $160 $0 $0 $0 $0 $225
PRIOR YEARS:
TOTAL
$20
219
R2125
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2017 12/31/2019
1/1/2019 6/30/2020
$15
$50
PROJECT PHASE:
1/1/2019 6/30/2021 $160
PROJECT LOCATION:OWD Map Book:130
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
220
R2139RWCWRF - Filter Troughs Replacement
Stephen Beppler
5/24/2017
3
2
$40,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Replace existing fiberglass reinforced plastic (FRP) weir troughs that supply flow to the filters as well as bypass the filters during plant operations that do not meet discharge requirements.
JUSTIFICATION OF PROJECT:
Existing FRP weir troughs are from original 1992 construction and are at the end of their useful lives. Fibers are exposed and can become waterlogged with trough breakage a risk. Weight is causing trough to sag, resulting in leakage and disproportional feed through the filters.
COMMENTS:
FY 2018 - CIP is based upon recommendations from Ralph W. Chapman Water Reclamation Facility Master Plan (Item 7.5).
FY 2020 - Construction completed in FY 2019 Q2, warranty coverage for an additional year. Project to be closed at end of 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
2020 2021 2022 2023 2024 2025 Total
$1 $0 $0 $0 $0 $0 $40
PRIOR YEARS:
TOTAL
$39
221
R2139
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
$1
$4
PROJECT PHASE:
7/1/2017 6/30/2020 $35
PROJECT LOCATION:OWD Map Book:319
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
222
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 2020. This shrinks the Change-Out Program from a 7-year to a 4-year time frame at $525K.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$130 $130 $35 $0 $0 $0 $525
PRIOR YEARS:
TOTAL
$230
223
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 6/30/2022 $525
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
224
R2145RWCWRF - Filter Media and Nozzles Replacement
Stephen Beppler
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:
Replace tertiary filter media and filter underdrain media-retaining nozzles for both filters at the Ralph W. Chapman Water Reclamation Facility.
JUSTIFICATION OF PROJECT:
The existing filter media is at the end of its service life, as are the filter underdrain media-retaining nozzles. Typical life for the media is about five (5) years and the current media has been in service since 2011. Filter media consists of sand and anthracite layers and each has specified parameters ranges for uniform conformity and effective size for proper filter operation. After three (3) years of service, the media is sampled and tested annually to confirm the media has not degraded outside of the allowed ranges. The past testing showed the media had reached the limit of the range and is expected to fall outside of the accepted range by the next inspection. The media replacement portion of the CIP is estimated at $60K.
There are about 1,300 media retaining nozzles in the filters, fabricated of PVC. They also function for distributing backwash air and water to the filter media to clean it. In addition to the (two) 2 to three (3) daily backwash cycles, several times a week the filters are backwashed at very high chlorine levels (about 50 mg/l) to disinfect the filters to limit algal growth. The existing PVC nozzles are from the original filter construction in 1992 and the high chlorine concentrations can make them more brittle and susceptible to breakage during the turbulent backwash process. A single nozzle costs approximately $50 to replace while the media is changed out as opposed to about $4K to replace a single nozzle if it breaks during plant operation, which would shut down the recycled water production for at least a day. The replacement of the 1,300 nozzles portion of the CIP is $70K.
COMMENTS:
FY 2020 - Construction to be completed in February 2019 with one (1) year warranty period. Project to be closed at end of 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
2020 2021 2022 2023 2024 2025 Total
$1 $0 $0 $0 $0 $0 $130
PRIOR YEARS:
TOTAL
$129
225
R2145
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 6/30/2020 $130
PROJECT LOCATION:OWD Map Book:319
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
226
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
2020 2021 2022 2023 2024 2025 Total
$40 $185 $475 $0 $0 $0 $700
PRIOR YEARS:
TOTAL
$0
227
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 6/30/2021
$60
$150
PROJECT PHASE:
7/1/2021 6/30/2022 $490
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
228
R2147RWCWRF Fuel Lines Replacement
Jeff Marchioro
5/21/2018
3
1
$225,000
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$10 $0 $0 $0 $0 $0 $225
PRIOR YEARS:
TOTAL
$215
229
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 12/31/2020 $185
PROJECT LOCATION:OWD Map Book:319
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
230
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
2020 2021 2022 2023 2024 2025 Total
$12 $12 $12 $14 $8 $0 $58
PRIOR YEARS:
TOTAL
$0
231
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 6/30/2024 $58
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
232
R2150RWCWRF - Secondary Chlorine Analyzer and Feed System
Stephen Beppler
5/21/2018
3
1
$55,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
The project will add a second monitoring location of the RWCWRF effluent and automate the existing effluent wet well chlorine dosing system. Scope of work includes replacement of the manual chlorine injection equipment within the chlorine control room with automated equipment that can begin dosing when the level of free chlorine measured in the system falls below a set point.
JUSTIFICATION OF PROJECT:
Measuring the level of free chlorine entering the effluent force main from the plant is currently not possible. The current chlorine feed and monitoring equipment at the chlorine contact tank provides the dosing information at the immediate injection and end of the chlorine contact tank, but the duration at this point is under ten (10) minutes. The proposed location for the secondary monitoring equipment increases the time of reaction for the free chlorine. This additional stage of monitoring will potentially enable the initial and overall chlorine dosage to be reduced, decreasing chemical usage and prolonging the life of the pumps and force main appurtenances. The proposed equipment would be usable in any future modification of the disinfection system.
Price quotes for the equipment (analyzer, chlorinator, and controller) total $25.5K. Additional funds are for enclosures at the monitoring station, project administration, inspection, and warranty.
COMMENTS:
FY 2020 - Construction to be completed in FY 2019 Q4, with one (1) year warranty. Project to be closed at the end of FY 2020.
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
2020 2021 2022 2023 2024 2025 Total
$1 $0 $0 $0 $0 $0 $55
PRIOR YEARS:
TOTAL
$54
233
R2150
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 6/30/2019
7/1/2018 6/30/2019
$1
$4
PROJECT PHASE:
7/1/2018 6/30/2020 $50
PROJECT LOCATION:OWD Map Book:319
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
234
R2151RWCWRF - Bulk Chlorine Vapor Scrubber System Refurbishment
Jerry Lintner
5/21/2018
3
1
$40,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
An inspection of the bulk chlorine scrubber system at the RWCWRF recommended replacement of the two (2) chlorine scrubber recirculation pumps to ensure the longevity and continued reliability of the system.
JUSTIFICATION OF PROJECT:
During the last inspection of the bulk chlorine scrubber system, deterioration was found in the main header at a threaded connection, the top cover, and the bottom of the tank. In addition, the pump discharge flanges have warped creating a gap at the connection. The cost to repair the flanges would be comparable to the cost of a replacement pump and are expected to improve performance and have a longer useful life.
COMMENTS:
FY 2019 - A preliminary quote was received as the basis for the budget, which includes the reinstallation of the existing motors and a crane rental for pump removal and installation of the new pumps. Not included is the periodic cleaning and maintenance required every five (5) years.
FY 2020 - Project budget increased to $40K under General Manager authority. Sales tax had not been included in the project quote. Construction to be completed in February 2019 with warranty period until Feb 2020. Project to be closed at the end of 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
2020 2021 2022 2023 2024 2025 Total
$1 $0 $0 $0 $0 $0 $40
PRIOR YEARS:
TOTAL
$39
235
R2151
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 6/30/2020 $40
PROJECT LOCATION:OWD Map Book:319
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
236
R2152Recycled Water Meter Change-Out
Andrea Carey
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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $10 $10 $50 $70
PRIOR YEARS:
TOTAL
$0
237
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:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
238
R2153Recycled Water Pressure Vessel Program
Jeff Marchioro 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
2020 2021 2022 2023 2024 2025 Total
$1 $1 $1 $1 $1 $45 $50
PRIOR YEARS:
TOTAL
$0
239
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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
240
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
2020 2021 2022 2023 2024 2025 Total
$50 $50 $125 $125 $125 $125 $1,800
PRIOR YEARS:
TOTAL
$1,200
241
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:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
242
S2024Campo Road Sewer Main Replacement
Stephen Beppler
5/17/2010
3
1
$10,530,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is 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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Betterment ID 18 0 %50 %0 %0 %50 %
Replacement 0 %0 %50 %0 %50 %
TOTAL:0 %50 %50 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$1,500 $30 $0 $0 $0 $0 $10,530
PRIOR YEARS:
TOTAL
$9,000
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
243
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 6/30/2021 $9,030
PROJECT LOCATION:OWD Map Book:330
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/7/2019Bob Kennedy
244
S2027Rancho San Diego Pump Station Rehabilitation
Stephen Beppler
5/16/2011
3
1
$3,060,000
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 rehabilitation of the Rancho San Diego Pump Station (PS) located near Singer Lane. The project is being designed and constructed by the County of San Diego, with the Otay Water District (District) sharing the costs. The County invoices the District once a year.
JUSTIFICATION OF PROJECT:
The existing sewer PS is over twenty (20) years old and the pumps have reached the end of their useful lives. The PS also needs improvements to bring the PS up to current OSHA requirements.
COMMENTS:
FY 2019 - Project design is complete and construction is in progress.
FY 2020 - Project construction completed July 2018. Warranty period will extend to July 2019. Project can be closed at the end of FY 2020, if County invoicing is completed by then.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$5 $5 $0 $0 $0 $0 $3,060
PRIOR YEARS:
TOTAL
$3,050
245
S2027
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2011 7/1/2013
7/1/2013 9/30/2016
$60
$25
PROJECT PHASE:
10/1/2016 6/30/2021 $2,975
PROJECT LOCATION:OWD Map Book:331
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
246
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.
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
2020 2021 2022 2023 2024 2025 Total
$100 $5 $5 $50 $50 $100 $390
PRIOR YEARS:
TOTAL
$80
247
S2043
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2013 6/30/2023
7/1/2023 6/30/2025
$200
$200
PROJECT PHASE:
7/1/2026 6/30/2028 $1,100
PROJECT LOCATION:OWD Map Book:319
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
248
S2045Fuerte Drive Sewer Relocation
Stephen Beppler
5/23/2016
5
1
$370,000
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 relocation of the Fuerte Drive Sewer Main. The County of San Diego is realigning a portion of Fuerte Drive in an area where the Otay Water District (District) has identified sewer Site 34 for rehabilitation. This design will be accelerated to enable the work to be completed in coordination with the County road work.
JUSTIFICATION OF PROJECT:
To coordinate the location of all utilities within the new alignment of Fuerte Drive, the County has required the relocation of the District's sewer line within the project limits. The closed circuit television sewer assessment program process has assisted in the identification of sewer mains containing sags, which has allowed debris to settle, and/or are damaged and need to be repaired.
COMMENTS:
FY 2017 - Planning work has started under the S2033 project, from which this project is being taken from.
FY 2018 - Planning work started under the S2033 project. County has delayed construction until FY 2018.
FY 2019 - Delays from other utilities relocating their lines have moved this project from Nov 2017 to Jan 2018 to April 2018. These delays have resulted in our contractor withdrawing from performing the project. On March 7, 2018, the Board approved a $60K budget increase to $370K.
FY 2020 - Construction completed in July 2018; warranty period extends to July 2019. Adjusting of sewer manholes by Operations during County road work still required to be performed. Project can be closed at end of 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
2020 2021 2022 2023 2024 2025 Total
$20 $0 $0 $0 $0 $0 $370
PRIOR YEARS:
TOTAL
$350
249
S2045
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 7/29/2016
8/1/2016 7/31/2017
$5
$65
PROJECT PHASE:
8/3/2017 6/30/2020 $300
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
250
S2046RWCWRF - Aeration Panels Replacement
Stephen Beppler
5/24/2017
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 replacement of thirty-nine (39) aeration panels. The existing aeration diffuser panels installed in the aeration basins are no longer being produced by the manufacturer and have failed in less than half the expected life indicated from the manufacturer's literature. Options included manufacturer's retrofit with their currently offered panels or explore other alternative manufacturers. A replacement aeration system was found to be significantly more expensive. CIP is based upon recommendations from Ralph W. Chapman Water Reclamation Facility Master Plan (Items 5.1 and 5.3).
JUSTIFICATION OF PROJECT:
Failures of existing aeration diffuser panels required replacement immediately. Ultimate replacement of the system is required within the expected life of the replacement diffusers - within four (4) years.
COMMENTS:
FY 2019 - A study of aeration systems and their costs will be performed during FY 2018 and a decision made on the replacement system. If possible, recommend panel replacement be performed in a two-step process to enable assessment of the new system. Retrofit of one basin at first, as this will allow for assessment of the operation of the new panels prior to implementing in all basins. If the replacement system and existing system are not compatible, than all three (3) basins will need to be replaced all at once.
FY 2020 - A study of aeration systems and their costs was performed during FY 2018 and a decision was made to replace with Parkson Messner panels. Installation to be performed in FY 2019 Q3 with warranty period extending into FY 2020. Project can be closed at the end of 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
2020 2021 2022 2023 2024 2025 Total
$5 $0 $0 $0 $0 $0 $250
PRIOR YEARS:
TOTAL
$245
251
S2046
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 12/31/2017
11/1/2016 6/30/2018
$45
$10
PROJECT PHASE:
10/1/2016 6/30/2020 $195
PROJECT LOCATION:OWD Map Book:319
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
252
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
2020 2021 2022 2023 2024 2025 Total
$5 $5 $5 $5 $0 $0 $58
PRIOR YEARS:
TOTAL
$38
253
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:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
254
S2048Hillsdale Road Sewer Repairs
Stephen Beppler
5/23/2016
5
1
$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 repair two (2) areas of sewer mains. Sites 790 and 878 will be designed and constructed in coordination with the proposed waterline improvements in Hillsdale Road. This work was originally included in S2033.
JUSTIFICATION OF PROJECT:
The closed circuit television sewer assessment program process has identified sags and roots in this section of pipe, which has allowed debris to form, and/or are damaged and need to be repaired. The timing of the project will align with the Hillsdale water main repairs.
COMMENTS:
FY 2017 - Coordination with the waterline project is necessary.
FY 2018 - Budget increased for FY 2018 from $500K to $720K to reflect updated project cost estimate, additional MH repair, and jump in recent bids in early 2017.
FY 2019 - Construction is scheduled to be completed by late FY 2018, with potential for work to extend into FY 2019. Warranty period extended into FY 2020.
FY 2020 - Construction completed in July 2019, with warranty period extending to FY 2020. Project can be closed at the end of 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
2020 2021 2022 2023 2024 2025 Total
$5 $0 $0 $0 $0 $0 $720
PRIOR YEARS:
TOTAL
$715
255
S2048
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 6/30/2017
$0
$50
PROJECT PHASE:
7/1/2017 6/30/2020 $670
PROJECT LOCATION:OWD Map Book:356
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
256
S2049Calavo Basin Sewer Rehabilitation - Phase 2
Stephen Beppler
5/23/2016
S2050
5
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 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. Phase I was completed in 2017. 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 areas after the Rancho San Diego Phase 1 project for
open cut repairs.
FY 2018 - Construction to be after completion of Campo Road Sewer project.
FY 2019 - Additional planning time has been included to resolve easement infringement cases that are apparent.
FY 2019 - This project may be partially funded by sewer debt proceeds.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$40 $200 $740 $5 $0 $0 $1,000
PRIOR YEARS:
TOTAL
$15
257
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 1/31/2021
$30
$120
PROJECT PHASE:
2/1/2021 6/30/2023 $850
PROJECT LOCATION:OWD Map Book:353, 354, 365 &
366
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/7/2019Bob Kennedy
258
S2050Rancho San Diego Basin Sewer Rehabilitation - Phase 2
Stephen Beppler
5/23/2016
S2049
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 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 are within or adjacent to Jamacha Road and will require Caltrans permitting. Potholing required during design.
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. Phase I was completed in 2017. 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
2020 2021 2022 2023 2024 2025 Total
$5 $5 $5 $30 $175 $600 $820
PRIOR YEARS:
TOTAL
$0
259
S2050
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 6/30/2023
7/1/2023 8/31/2024
$30
$200
PROJECT PHASE:
9/1/2024 6/30/2027 $820
PROJECT LOCATION:OWD Map Book:355, 356, 357, 368,
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
260
S2051RWCWRF - Headworks Improvements
Stephen Beppler
5/23/2016
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 refurbishment of the treatment plant headworks, notably the rotary screen concrete channel. Repairs include channel wall replacement, removal and reinstallation of electrical panels and rotary screen, and new coatings. Added to the scope for FY 2019 is the repair of channel grate supports at the flow meter to remove a tripping hazard and replacement of the headworks area drain pipe that is deteriorated.
JUSTIFICATION OF PROJECT:
Existing channel wall is greatly deteriorated by H2S and supports the rotary screen. Repair will fix channel wall and extend coating over the top of the wall, which contributed to the wall deterioration. CIP is based upon recommendations from Ralph W. Chapman Water Reclamation Facility Master Plan (Item 4.1) and additional plant staff input.
COMMENTS:
FY 2018 - Alternative channel wall and support structure for the rotary screen is required. Design to performed in FY 2018.
FY 2019 - Design performed in FY 2018. Budget increased for FY 2019 from $150K to $250K to reflect additional scope of work and high contractor administration costs relative to the amount of work performed. Bidding will be combined with R2118 for a better combined bid amount to reflect economies of scale.
FY 2020 - Project construction to be completed in March 2019, with one (1) year warranty period. Project to be closed at the end of 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
2020 2021 2022 2023 2024 2025 Total
$5 $0 $0 $0 $0 $0 $250
PRIOR YEARS:
TOTAL
$245
261
S2051
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
$20
$80
PROJECT PHASE:
7/1/2018 6/30/2020 $150
PROJECT LOCATION:OWD Map Book:319
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2019Jolene Fielding
262
S2053RWCWRF - Sedimentation Basins Weirs Replacement
Stephen Beppler
5/23/2016
3
1
$60,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is to replace on each of the three (3) sedimentation basins effluent weirs. Additional items identified in the Ralph W. Chapman Water Reclamation Facility (RWCWRF) Master Plan for scum weir actuators, and sludge collector drives will be evaluated at a later date and added as necessary including installing new motor actuated valves on the solids collection piping to complete the automation of this system.
JUSTIFICATION OF PROJECT:
The fiberglass reinforced plastic (FRP) effluent weirs, installed in 1992, are at the end of their useful lives and need replacement, with the weirs having exposed fibers that increases their chance of failure. CIP is based upon recommendations from RWCWRF Master Plan (Item 6.1).
COMMENTS:
FY 2020 - Project constructed in FY 2019 Q2, with one (1) year warranty period. Project to be closed at end of 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
2020 2021 2022 2023 2024 2025 Total
$1 $0 $0 $0 $0 $0 $60
PRIOR YEARS:
TOTAL
$59
263
S2053
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 6/30/2019
$2
$3
PROJECT PHASE:
7/1/2017 6/30/2020 $55
PROJECT LOCATION:OWD Map Book:319
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
264
S2054Calavo Basin Sewer Rehabilitation - Phase 3
Stephen Beppler
5/23/2016
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 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; Phase 1 was completed in 2017 and 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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $10 $10
PRIOR YEARS:
TOTAL
$0
265
S2054
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2023 6/30/2026
7/1/2026 6/30/2027
$20
$180
PROJECT PHASE:
7/1/2027 6/30/2030 $900
PROJECT LOCATION:OWD Map Book:353, 354, 365, 366
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
266
S2060Steele Canyon Pump Station Replacement
Stephen Beppler
5/21/2018
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:
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %75 %0 %75 %
Betterment ID 18 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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $10 $40 $150 $200
PRIOR YEARS:
TOTAL
$0
267
S2060
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2022 6/30/2024
7/1/2024 6/30/2025
$50
$150
PROJECT PHASE:
7/1/2025 6/30/2027 $800
PROJECT LOCATION:OWD Map Book:331
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
268
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 ($157,800) [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
2020 2021 2022 2023 2024 2025 Total
$30 $150 $40 $0 $0 $0 $220
PRIOR YEARS:
TOTAL
$0
269
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 6/30/2022 $160
PROJECT LOCATION:OWD Map Book:319
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
270
S2066Rancho San Diego Basin Sewer Rehabilitation - Phase 3
Stephen Beppler
5/21/2018
5
3
$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 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
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $10 $10
PRIOR YEARS:
TOTAL
$0
271
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 $700
PROJECT LOCATION:OWD Map Book:355,356,357,368
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
272
S2067RWCWRF Roofing Replacement and Natural Light Enhancement
Kent Payne
5/21/2018
3
1
$165,000
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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2020 2021 2022 2023 2024 2025 Total
$145 $0 $0 $0 $0 $0 $165
PRIOR YEARS:
TOTAL
$20
273
S2067
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 12/30/2018
1/1/2019 6/30/2019
$5
$15
PROJECT PHASE:
7/1/2019 6/30/2020 $145
PROJECT LOCATION:OWD Map Book:319
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
274
S2069Cottonwood Sewer Pump Station Renovation
Stephen Beppler 5
2
$1,800,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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 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.
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
2020 2021 2022 2023 2024 2025 Total
$10 $140 $300 $500 $840 $10 $1,800
PRIOR YEARS:
TOTAL
$0
275
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 6/30/2022
$30
$420
PROJECT PHASE:
7/1/2022 6/30/2025 $1,350
PROJECT LOCATION:OWD Map Book:332
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
276
S2070Hidden Mountain Sewer Pump Station Wet Well Renovation
Stephen Beppler 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 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 2020 - Staff will look for opportunities to either perform the work with Otay Water District forces or group this with another project(s) to obtain a competitive construction bid. The project, on its own, may be too small to construct cost effectively in the current bidding climate.
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
2020 2021 2022 2023 2024 2025 Total
$130 $20 $0 $0 $0 $0 $150
PRIOR YEARS:
TOTAL
$0
277
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
$25
PROJECT PHASE:
1/1/2020 6/30/2021 $120
PROJECT LOCATION:OWD Map Book:377
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
278
S2071San Diego Metro Wastewater Capital Improvements
Bob Kennedy
S2012
5
1
$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 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:
Pure Water Phase 1 is projected to cost the District’s sewer customers $2.57M. 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.
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
2020 2021 2022 2023 2024 2025 Total
$132 $182 $232 $283 $334 $383 $1,546
PRIOR YEARS:
TOTAL
$0
279
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 $2,600
PROJECT LOCATION:OWD Map Book:
2020 2021 2022 2023 2024 2025 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/29/2019Jolene Fielding
280
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,
281
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.
282
Capacity
Name Fee (1)
Capacity Fee Section 28.01 $7,714.67
Triad Capacity Fee $5,787.55
New Water Supply Fee $837.43
(1) This is based on a 3/4 inch water meter effective 7/1/18.
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
283
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.
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.
284
Glossary
Capital Improvement Program: A long-range plan of the District for the construction, rehabilitation and
modernization of the District-owned and operated infrastructure.
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.
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.
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.
285
AF Acre-Foot/Feet
AMR Automated Meter Reader/Reading
CIP Capital Improvement Program
FY Fiscal Year
GAAP Generally Accepted Accounting Principles
GIS Geographic Information System
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
SCADA Supervisory Control and Data Acquisition
SDCWA San Diego County Water Authority
SVSD Spring Valley Sanitation District
WFMP Water Facilities Master Plan
List of Acronyms
286
Index
Annual CIP Development Policy No. 6 281-282
Awards xii-xv
Capital Budget Narrative 35-36
CIP Budget Basis 7
CIP Budget Calendar 8
CIP Budget Guide 1
CIP Budget Process 5-7
CIP Justification and Impact on Operating Budget 36
CIP Project Index 51-54
CIP Project Sheet Description 49-50
CIP Projects 55-280
CIP Reserve Funds 37
Current Economic Conditions 13-14
Demographics 9
District Formation 3
Economic Outlook 14
Fund Structure 7
Glossary 284-285
Key Performance Indicators:
Administrative Services 20-21
Finance 22-25
Water Operations 26-31
Engineering 32-34
Letter of Transmittal iii-xi
List of Acronyms 286
Major CIP Projects 43
Mission Statement, Vision, Statement of Values 2
Organizational Structure 4
Resolution No. 4367 xvi-xvii
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) 38
Six-Year CIP Projects Summary by Fund ($1,000s) 38
Six-Year CIP Projects by Source and Fund ($1,000s) 39-42
Six-Year CIP Projects Schedule 44-47
Strategic Planning Process 19
Table of Contents i
Ten Principal Taxpayers 10
287
Index
Ten Largest Customers 10
The Future 17-18
Water Meter Capacity Fees 283
Water Comparison – Member Agency Water Rates 11
288