HomeMy WebLinkAboutCapital Improvement Program Budget FY 2019-2024
Otay Water District
Capital Improvement Program Budget
Fiscal Years 2019-2024
BOARD OF DIRECTORS
Tim Smith, Division 1 President
Mitch Thompson, Division 2 Vice President
Mark Robak, Division 5 Treasurer
Gary Croucher, Division 3
Hector Gastelum, Division 4
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
Table of Contents
Page
Letter of Transmittal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii
Awards. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xi
Resolution No. 4345 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xv
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 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
CIP Budget Calendar . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Demographics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Service Area Assessed Valuation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Ten Principal Taxpayers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Ten Largest Customers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Water Rate Comparison – Member Agency Water Rates. . . . . . . . . . . . . . . . . . . . . . . . . . 12
Sewer Rate Comparison. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
San Diego Rainfall. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Current Economic Conditions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Economic Outlook. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
The Future . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Strategic Planning Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
Key Performance Indicators:
Administrative Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
Finance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
Water Operations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
Engineering . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
CAPITAL BUDGET
Capital Budget Narrative. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37
CIP Reserve Funds ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
Six-Year CIP Projects Summary by Source ($1,000s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
Six-Year CIP Projects Summary by Fund ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
Six-Year CIP Projects by Source and Fund ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Major CIP Projects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45
Six-Year CIP Projects Schedule. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46
CIP Justification and Impact on Operating Budget. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50
i
Table of Contents
CIP PROJECTS
CIP Project Sheet Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
CIP Project Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51
CIP Projects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55
APPENDIX
Annual CIP Development Policy No. 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 261
Water Meter Capacity Fees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 262
Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 263
List of Acronyms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 266
Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 275
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September 28, 2018
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 2019. The budget supports the District’s updated FY 2019-2022 Strategic Plan
titled, “Growth and Sustainability,” as well as the financing of all of the District’s services,
programs, and capital needs during FY 2019. The success as an organization 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 the
District’s operations, supported by the Strategic Plan and a dedicated and talented staff, the
District will achieve continued success as an organization and thus, ensure the well-being
and quality of life of its more than 225,000 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 assuming three additional dry years. With the
certification of the Claude “Bud” Lewis Carlsbad Desalination Plant, additional water storage
capacity, and 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 during three additional dry years.
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Building on efforts to make water conservation a way of life and to prepare the state better
for droughts and climate change, on May 31, 2018, Governor Brown signed two bills into
law – Senate Bill 606 and Assembly Bill 1668 – that establish 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. Through the District
and its customers’ successful water-use efficiency efforts, an average of 7 percent was
saved over 2013 levels since June 2017. The District will continue to work with the San
Diego County Water Authority (CWA), other water agencies, and state officials over the next
several years to define how the new laws will be implemented, ensuring the regulations are
both equitable and reflect local conditions.
In addition to meeting customer demands during a drought, the District consistently
advocates for state policies and legislation that include supply development and water-use
efficiency. Subsequent to the passing of the Governor’s new legislation, the District worked
diligently with the CWA, the Association of California Water Agencies, and other water
agencies in the region to ensure that the Governor’s new legislation supported a balanced
approach and reflected local water supply investments and conditions.
Legislative Items
An important topic, not to be disregarded, is access to safe and affordable drinking
water. Although it has not passed, the legislature is working towards a public goods
charge or water tax. CWA, other water agencies, and the business community
oppose the water tax that would place an additional charge on the District’s
customers. The District supports the intent of the bill; however, the current proposals
would require significant administrative costs and be counterproductive to the
effort. In addition, there are other funding options available for this important social
issue and not a new tax on residential water users.
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 limitations on water agency shutoff policies and procedures. The measure
increases the District’s service shut-off days for delinquent accounts from 45 days
to no less than 60 days, creates a cap on reconnection fees, and grants authority to
both the State Water Resources Control Board and the Attorney General to enforce
provisions of the bill.
iv
The District has been part of a coalition of interests to advance amendments
addressing retail water service agency concerns. The District is in the business of
delivering safe and reliable water and does not disconnect delinquent customers
without prior substantial engagement.
FY 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 the District 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.
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. Through the use of 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.
This change is based on the recognition that as an organization evolves, fewer resources
may be needed to support growth, but greater effort is required to maintain and upgrade
infrastructure and assets. This is important because in this phase of the lifecycle, an
organization derives income more from customer rates and less from developer fees.
Therefore, the increased maintenance and replacement costs place increased pressure on
customer rates. To balance the customer’s interest in minimizing rate increases, while also
maintaining an organization’s infrastructure, investments, and a strong financial position,
the management team must place greater emphasis on efficiencies within the agency,
including innovation and technology development.
v
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 can be passed to our
ratepayers. For example, from 2017 to 2023 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 the meter register instead of the
entire meter and, when applicable, taking advantage of existing warranties, saving the
District and its ratepayers approximately $3.3 million in meter replacement costs. Because
of the life expectancy and warranty of the meters, the District is able to delay the
replacement of the meters approximately 10 more years. There are many benefits to
utilizing AMR meters, including the reduction of full-time meter reader staff members,
increased safety of staff members, and allowing staff to store historical water use data.
These advanced meters can assist customers and the District identify unexplained usage
by providing leak, tamper, and backflow detection alarms. The efforts related to meter
technology is only one example of cost savings and the District’s ongoing commitment to
pursue cost efficiencies.
The success of this approach is proven by the District’s gains in productivity and reduction
in staffing. The following charts show that since 2007 through 2019, the District has reduced
staffing by 37.75 full-time equivalent positions, or 22 percent, while the number of customer
accounts increased by 3,453.
vi
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 plan (OPEB) is similarly well funded at 83% and is expected to be fully funded in
fiscal year 2021.
Other cost savings include reducing the number of vehicles and equipment, reducing fuel
consumption, reducing 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, Otay continues to
be one of the lower cost providers in San Diego County. The District has the fourth lowest
water rate out of the 22 member agencies in San Diego County (based on the District’s
average water user who uses 13 units of water and has a ¾” residential meter size) and the
sixth lowest sewer rate out of the 28 sewer service providers in the County (based on 12.6
17
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.
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13
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52,615
56,068
51,500
52,000
52,500
53,000
53,500
54,000
54,500
55,000
55,500
56,000
56,500
0
20
40
60
80
100
120
140
160
180
200
2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019
Em
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Fiscal Year
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vii
units of water and a ¾” residential meter size). The results of the water and sewer surveys
are shown on pages 12 and 13, respectively.
The following chart shows that since 2007, the wholesale water supply costs have
increased 103.2 percent while the District’s retail water rates have increased a lesser 96.4
percent.
Wholesale Water Supply Costs vs. District Retail Rate Increases
The District currently delivers water service to 50,625 potable and 729 recycled water
customer accounts. The District purchases all of the potable water sold to customers from
the CWA. Forty-seven 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.
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.
0%
20%
40%
60%
80%
100%
120%
2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018
103.2%
96.4%
CWA Water Cost Increase
Otay Water Rate Increase
viii
The District also collects and recycles wastewater from approximately 4,712 homes and
businesses. The District collects wastewater and delivers it to its Ralph W. Chapman Water
Recycling Facility, 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 purchasing up to 6 million
gallons per day of recycled water from the City of San Diego’s South Bay Water Reclamation
Plant. The use of recycled water for landscape irrigation and industrial processes reduces
dependence on imported potable supplies, provides a local supply that is drought proof,
and diversifies District sources.
Sewer Cost of Service Study
In January 2018, the District performed a Sewer Cost of Service study, which reviewed
sewer rates, fees, charges, costs, and the sewer usage structure and determined that
changes in rates, fees, and charges are necessary in order to recover revenues based on
the cost of servicing each class of customer. On October 3, 2018, the District will hold a
public hearing (Proposition 218) and the Cost of Service study’s changes to be considered
by the District’s Board of Directors. The District will also consider authorizing, for a period
of five years, passing through to customers’ increases or decreases in costs imposed by the
District’s sewer service providers and increasing rates by up to 10 percent for internal cost
increases. As a result of the adoption, the customer’s sewer rates, fees, and charges will be
adjusted annually for costs and charges from the District’s sewer service providers and
other cost increases. The pass-through costs include rates, fees, and charges for power
and from the District’s treatment and disposal providers. The providers include but are not
limited to San Diego Gas and Electric, the County of San Diego, and the City of San Diego.
The rates, fees, and charges will provide revenue that recovers all costs reasonably borne
in providing sewer service; are equitable to all customer classes; and are proportionate to
the cost of providing the service to each customer class.
Fiscal Year 2019 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 $107,991,100 for FY 2019. Revenues from
potable and recycled water are projected to be $96,359,500, approximately $9,460,100 more
than the FY 2018 budget. District staff expects potable water sales volumes to increase by
14.8% compared to FY 2018 budgeted potable sales. The District projects sewer revenues
to be $2,922,600, approximately $53,200 more than FY 2018. The remaining budgeted
revenues of $8.7 million come from various special fees, assessments, and miscellaneous
income.
ix
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 3.9% from MWD and CWA due to the high
cost of supply programs, higher energy costs, and increasing operating costs.
3.2% water rate increase budgeted for January 1, 2019 and a 7.0% rate decrease for
sewer, effective January 1, 2019.
Metro sewer costs includes the minimal impact of the City of San Diego’s Pure Water
Program costs.
District maintains lowest water rates, below the countywide average of the County’s
22 water agencies.
Six-Year Capital Improvement Program (CIP)
The CIP budget emphasizes long-term planning for ongoing programs to meet population
growth, while functioning within fiscal constraints. The FY 2019-2024 CIP Budget contains
103 projects and totals $92.8 million. During the FY 2018 budget preparation, the District
anticipated borrowing $5.5 million from the Clean Water State Revolving Fund for the
Campo Road Sewer Replacement Project (S2024). With the limited availability of these
funds, the District has reconsidered the borrowing and plans to issue debt in FY 2020 to
fund the project.
The FY 2019 budget contains 105 projects and totals $24.2 million. The District categorizes
projects into three business segments (Potable Water, Recycled Water, and Sewer).
Funding for the FY 2019 Potable, Recycled, and Sewer projects are $18.9 million, $.8 million
and $4.5 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 $ 78 thousand
Betterment projects $ 2,852 thousand
Replacement projects $ 21,306 thousand
New Supply projects $ 3 thousand
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
x
annual budget for the fiscal year beginning July 1, 2017. 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 2017-
2018.
The California Society of Municipal Finance Officers presented Otay Water District
the Certificate of Award for Excellence in Capital Budgeting for Fiscal Year 2017-2018.
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, 2017.
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 all be maintained above target levels as will the District’s Debt coverage level.
The Board of Directors, management team, and the employees are all committed to
efficiency in both the operations of the District 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, its management, and its employees.
The District will continue to strive to make improvements in the 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 (GFOA) presented a Distinguished
Budget Presentation Award to the District for its annual budget for the fiscal year 2017-
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.
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 2017-2018.
The California Society
of Municipal Finance
Officers presented
Otay Water District the
Capital Budgeting
Excellence Award for
Fiscal Year 2017-2018.
xiii
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, 2017.
xiv
Award
The Municipal Information Systems Association of
California presented the Otay Water District with the
Quality Information Technology Practices Award for
2017.
xv
RESOLUTION NO. 4345
A RESOLUTION OF THE BOARD OF DIRECTORS OF
OTAY WATER DISTRICT ADOPTING THE
FISCAL YEAR 2018-2019
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 2018-2019; and
WHEREAS, the Fiscal Year 2018-2019 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 2018-2019.
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
xvi
xvii
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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. This 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 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 overall 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
continuously 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 2,661 acre-feet per year of recycled water for fiscal year 2018, and ultimately up
to 6,720 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 4,677 customer accounts within the Jamacha drainage basin. The sewer service
area covers approximately 8,797 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 125.5 square miles or 80,140 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 percent of its treated
water. Of that, about 85 percent is imported, which is a
blend from the Colorado River and the California State
Water Project. Fifteen percent of the District’s treated water
comes from local supplies, including local water storage
within the county and from the Pacific Ocean via seawater
desalination. The District purchases its 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 Strategic
Planning
Finance
(31)
Geographic
Information
System
Public Services
and
Field Services
Engineering
(26)
Water
Operations
(52)
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 1.2%.
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
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.
5
Overview
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 May. 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.
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
6
Overview
During the year, each department receives monthly budget and cost reports that are essential to
monitor and control costs. As events occur or conditions change, modifications to or deviations from
the original budget may be necessary. In the event the General Manager determines that an
emergency exists which requires immediate action; he may transfer appropriations within the budget
allocations or request that the Board of Directors increase the current budgeted funds.
Due to the size of the District’s CIP, a separate budget book has been prepared outlining in detail the
projects and expenditures required to ultimate build-out. A synopsis of the CIP may be found under
the Capital Budget section of this report. As part of the integrated budget, capital purchases have
been included within the CIP Budget.
The budget report is intended as a financial guide and may be modified by the Board of Directors
during the fiscal year. All approved modifications to the budget will be documented in the form of a
staff report and noted in the board meeting minutes.
Budget Basis
The District utilizes the accrual basis for budgeting which is the same as the basis of accounting
used in the audited financial statements, recognizing revenues and expenses in the period in which
they are earned and incurred, regardless of the timing of cash receipts and disbursements. The
District reports its activities on an enterprise fund basis, which is used to account for operations that
are financed and operated in a manner similar to a private business enterprise and conforms to the
guidelines of Generally Accepted Accounting Principles (GAAP). The intent of the District is that the
costs (including replacement cost of existing assets) of providing goods or services to the general
public on a continuing basis, be financed or recovered primarily through user charges.
7
Overview
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 2018-2019, 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
8
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
12/12/17
Budget instructions for the
Operating and Capital
Budget are distributed to
departments
12/4/17 - 1/19/18
Departments begin CIP
Budget Process which
includes:
Review existing FY 2018
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
6/30/18 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.
2/5/18
Finance initial review
of CIP Budget with
Chief of Engineering
including year over
year explanations
2/12/18
Engineering reviews all
CIP budget requests
with General Manager
2/16/18
Engineering reviews
CIP budget requests
with Finance
2/20/18
Engineering have
second review and
finalized the FY 2019
CIP Budget including
year or year
explanations
3/5/18
Engineering to finalize
CIP projects with
Finance and General
Manager
4/12/18
CIP Sheets
finalized and sent
to Finance to
incorporate into
rate model to
determine
proposed rates
5/7/18
Review assumptions
and rates with
Assistant Chiefs,
Chiefs, and General
Manager
5/10/18
Hard copy of
preliminary Budget to
Assistant Chiefs,
Chiefs, and General
Manager for review
5/14/18
FY 2019 Budget:
Practice Run-through
05/21/18
Board
Meeting/Budget
Workshop –
approval of the
FY 2019-2024 Capital
Improvement
Program Budget and
the FY 2018-2019
Operating and Capital
Budget
9
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 225,000
Persons/Household 3.3
Ethnic/Racial makeup (City of Chula Vista)
Hispanic 56%
Non-Hispanic White 22%
Asian 13%
Other 9%
Median Age 34.2
Percentage with 4 year degree or higher 29.8%
Source: San Diego Association of Governments, Current Estimates and
United States Census Bureau
Service Area Assessed Valuation
The District’s service area encompasses property with over $29.4 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.
23 23 25 26 28 29
$0
$5
$10
$15
$20
$25
$30
$35
FY 2013 FY 2014 FY 2015 FY 2016 FY 2017 FY 2018
Bi
l
l
i
o
n
s
10
Overview
Ten Principal taxpayers as of June 30, 2018
Organization Assessed Percent
Value to Total
1. Villa Marina Del LLC/Heatherwood Del LLC/Rancho Investors LP $ 60,344,000 0.55%
2. John Hancock Life Insurance Co USA 146,864,856 0.50%
3. GGP-Otay Ranch LP 125,287,700 0.43%
4. Corrections Corporation of America 123,162,238 0.402%
5. Regulo Place Apartments Investors LLC 113,174,995 0.39%
6. Homefed Otay Land II LLC 106,210,960 0.36%
7. Brisa Acquisitions LLC 102,06,221 0.35%
8. N M Pulse LLC 95,114,480 0.32%
9. Vista Pacific Villas LP/Sunbow Partners LP 94,910,091 0.32%
10. BRE-FM CA LLC 78,926,030 0.27%
Total Top 10 Principal Taxpayers $1,145,201,571 3.9%
Total Service Area Assessed Valuation $29,387,363,297
Ten Largest Customers – Fiscal Year 2018
Customer Customer Annual % of Water
Name Type Revenues Sales
1. City of Chula Vista Publicly Owned 4,220,009 4.6%
2. Eastlake III Community Commercial 1,230,790 1.3%
3. State of California Publicly Owned 1,127,462 1.2%
4. County of San Diego Publicly Owned 981,647 1.1%
5. Sweetwater Union High School District Publicly Owned 853,335 0.9%
6. Chula Vista Elementary School District Publicly Owned 817,826 0.9%
7. Homefed Otay Land II, LLC Construction 684,441 0.7%
8. Eastlake Country Club Commercial 569,602 0.6%
9. Windingwalk Master Association Commercial 438,215 0.5%
10. Eastlake I HOA Commercial 426,266 0.5%
Total 10 Largest Customers $ 11,352,593 12.3%
Total District Customers $ 92,595,195
Source: County of San Diego, Property Tax Services
11
Overview
Water Rate Comparison, Member Agency Water Rates
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 2018, 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 4th lowest water rate in the region.
Projected Water Bill for FY 2019
Based on 12 Units of water used and ¾" meter size
* At the time of the survey September 2018, the member agency's FY 2019 rate was unavailable. The
estimated increase is equal to the District's FY 2019 average rate increase.
131.32
119.56
117.00
115.24
113.06
111.85
111.16
108.08
98.60
97.87
96.79
92.92
92.30
89.88
89.88
88.88
86.83
85.54
84.25
78.83
76.30
67.41
$0 $20 $40 $60 $80 $100 $120 $140
*Padre Dam
Ramona
Fallbrook
*Rainbow
Yuima
Valley Center
Rincon
Escondido
Vista
Del Mar
San Diego
Olivenhain
Helix
Vallecitos
Sweetwater
*Poway
Carlsbad
Oceanside
Otay Water District
*Santa Fe
*San Dieguito
Lakeside*
12
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 6th lowest sewer
rates in the County of San Diego.
120.35
91.09
90.55
82.84
81.75
79.17
78.55
68.53
66.56
65.81
65.47
64.53
63.54
62.91
62.82
61.95
56.45
56.17
54.12
53.90
50.15
48.75
43.51
38.99
35.23
34.21
28.84
28.64
$- $20 $40 $60 $80 $100 $120 $140
Del Mar
Fallbrook
Encinitas
Oceanside
Padre Dam
Rancho Santa Fe
Olivenhain
*Rainbow
Escondido
Ramona
Imperial Beach
*El Cajon
Chula Vista
*San Diego, City
La Mesa
Buena
Valley Center - MG
Vista
Solana Beach
*Poway
Lemon Grove
Coronado, City
Otay Water District
Vallecitos
National City
San Diego, County
*Carlsbad
Leucadia
Projected Sewer Bill for FY 2019
Based on 12.6 Units of water used and ¾" residential meter size
* At the time of the survey September 2018, the member agency's FY 2019 rate was unavailable. The
estimated increase is equal to the District's FY 2019 average rate increase.
13
Overview
San Diego Rainfall
San Diego received below average rainfall in FY 2018. The 10-year average of 8.72 inches for San
Diego rainfall reflects the long-term drought conditions for our area. San Diego's rainfall average
over 20 years is 8.32 inches; the 30-year average is 9.33 inches; and the 40-year average is 10.03
inches.
San Diego rainfall, while a contributing factor, is not the controlling factor for our potable water supply
shortage. The San Diego region imports 84.0% 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 $220 billion economy
and quality of life for 3.3 million residents, including the Otay Water District’s more than 225,000
customers it serves. San Diego County imports approximately 80 percent 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.
9.17 11.01 12.66
8.03 6.48 5.74 7.68 10.38
12.97
3.08
0
5
10
15
20
25
30
2009 2010 2011 2012 2013 2014 2015 2016 2017 2018
In
c
h
e
s
San Diego Rainfall
Fiscal Years 2009 - 2018
Annual Rainfall 10 year average
Source: Western Regional Climate Center
14
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 to 10 percent 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 March 2018, was 4.0 percent nationally and is projected
to remain in the 4.0-4.5 percent range.
Since 2012, the residential recovery has experienced higher demand for both single-family
and multi-family production. It is projected that the calendar year 2018 will outpace calendar
year 2017.
The average single-family home price in California was $549,800, an increase of 25.3 percent
since 2013.
San Diego’s population is projected to reach 3.8 million by the year 2035.
The median age in San Diego County is 38.5.
San Diego County has averaged 33,720 new civilian jobs annually. As a result, the civilian
unemployment rate is below 4.0 percent. If the statistics include the military, the
unemployment rate would be lower.
San Diego County’s housing market will have a substantial increase in single-family and
multi-family production.
The median price of a detached home in San Diego County is $612,750
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 2010-2017 period, the annual population increase was 3,619.
In eastern Chula Vista, the single-family homes range in price from $549,373-$628,899 and
the multi-family homes range in price from $389,810-$453,591.
Future Development
Using the economist’s report, the District’s engineering staff projects that over the next six years the
District will sell another 3,630 meters which translates to 4,544 equivalent dwelling units (EDUs).
15
Overview
Residential Construction
The following table summarizes the projected units for sale and units for rent from fiscal year 2019
through fiscal year 2024. 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 2019 through FY 2024
Project 2019 2020 2021 2022 2023 2024 Total
Total Single-Family Units 700 600 600 600 500 500 3,500
Total Multi-Family Units 1,300 1,200 1,000 800 600 600 5,500
For Sale 520 480 400 320 240 240 2,200
Rental 780 720 600 480 360 360 3,300
% Sale 40% 40% 40% 40% 40% 40% 40%
% Rental 60% 60% 60% 60% 60% 60% 60%
Total Units 2,000 1,800 1,600 1,400 1,300 1,300 9,400
% Multi-Family 65% 67% 63% 57% 46% 46% 59%
Source: The Expera Group, March 2018
Commercial Construction
Commercial construction in the District is projected to be modest during the next six years with
1,796,000 square feet of commercial development in the planning stages and under construction.
Industrial space has the most leasable space with an estimated 1,200,000 square feet, of which
200,000 square feet is currently under construction. There are also 600 total hotel rooms in five
planned hotel projects with 100 rooms that are currently under construction.
Projected Meter Sales in Equivalent Dwelling Unit (EDUs)
92
5
93
2
78
2
75
2
57
8
57
8
0
200
400
600
800
1,000
FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024
16
Overview
Under Construction and Planned Commercial Development
Expected
Delivery Year
Industrial
(S.F.)
Office
(S.F.)
Retail
(S.F.)
Total
(S.F.)
Hotels
(Rooms)
2019 200,000 10,000 131,000 341,000 100
2020 200,000 10,000 25,000 235,000 100
2021 200,000 10,000 25,000 235,000 100
2022 200,000 10,000 25,000 235,000 100
2023 200,000 150,000 25,000 375,000 100
2024 200,000 150,000 25,000 375,000 100
TOTAL 1,200,00 340,000 256,000 1,796,000 600
Source: The Expera Group March 2018
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 850,000 square feet of
commercial space. University Village is 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 3100
housing units, 850 sf
commercial space
253 N/A
University Village N/A University, 1,597 Residential
Units
1,281 N/A
Source: The Expera Group March 2018
17
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 percent
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 a number of 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 2018-2022 Strategic Plan.
The major projects planned for delivery over the next six fiscal years include:
• 870-2 Pump Station Replacement
• Campo Road Sewer Replacement
• 711-2 Pump Station Replacement
• Reservoir Improvements (including interior and exterior coatings to maximize the life of
facilities)
• Automated Meter Reading Infrastructure Replacement
• Sewer Basin Improvements
• Waterline Replacements
Rosarito Desalination and the Otay Mesa Conveyance and Disinfection System Projects
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 nearly four-mile long
potable water pipeline that begins at 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,
18
Overview
the project for the District has been halted or potentially postponed. 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.
The District has permitted a cross-border pipeline and has applied for water quality permits from
California regulators so that its customers will have the option of securing safe and cost-effective
water from a future Rosarito desalination plant after the plant has met the water needs of its Mexican
customers.
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.
19
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 2015-2018 plan, and this plan is
the 5th 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 proposed 2019-2022
Strategic Plan and set in motion via the General Manager, the direction to prepare, finalize,
and kick-off 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:
20
Key Performance Indicators: Administrative Services
Performance
Indicator Target
Enterprise
System
Availability
No less than 99.5%
availability per quarter
annually
FY 2017 FY 2018 FY 2019 (1)
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 2017 FY 2018 FY 2019 (1)
Target 5.0% 5.0% 5.0%
Actual 0.7% 0.0% 0% (2)
Performance
Indicator Target
Training Hours
per Employee
12 hours or more per
employee annually
FY 2017 FY 2018 FY 2019 (1)
Target 12.0 12.0 12.0
Actual 22.9 12.0 12.0 (2)
(1) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(2) FY 2019 projected performance indicator
Le
a
r
n
i
n
g
a
n
d
G
r
o
w
t
h
Goal Measurement
Method
Provide hands-on leadership, support,
and empowerment of staff, in order to
maintain an accountable high-performing
workforce.
Number of voluntary
resignations (not
including retirements)
/Average number of
employees
Le
a
r
n
i
n
g
a
n
d
G
r
o
w
t
h
Goal Measurement
Method
Provide hands-on leadership, support,
and empowerment of staff, in order to
maintain an accountable high-performing
workforce.
Total qualified training
hours for all
employees/ Average
number of full time
employees (FTE)
Overview
In
t
e
r
n
a
l
Bu
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
99.5% = 3.60 hours of
downtime per
month/1.83 days of
downtime in a year
21
Key Performance Indicators: Administrative Services (continued)
Performance
Indicator Target
Safety
Training
Program
24 hours or more per
field employee
annually
FY 2017 FY 2018 FY 2019 (1)
Target 24.0 24.0 24.0
Actual 30.8 24.0 24.0 (2)
Performance
Indicator Target
Injury Incident
Rate
No more than 6.8
incidents per 200,000
hours worked
annually
FY 2017 FY 2018 FY 2019 (1)
Target 6.6 6.6 6.8
Actual 4.9 6.6 6.8 (2)
(1) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(2) FY 2019 projected performance indicator
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
[200,000 (Number of
injuries and
illnesses)]/Employee
hours workedOverview
Overview
Le
a
r
n
i
n
g
a
n
d
G
r
o
w
t
h
Goal Measurement
Method
Provide hands-on leadership, support,
and empowerment of staff, in order to
maintain an accountable high-performing
workforce.
Number of safety
training hours/
Number of field
employees (includes
mandated training)
22
Key Performance Indicators: Finance
Performance
Indicator Target
Answer Rate No less than 97% per
quarter annually
FY 2017 FY 2018 FY 2019 (1)
Target 97.0% 97.0% 97.0%
Actual 98.1% 97.0% 97.0% (2)
Performance
Indicator Target
Billing
Accuracy
No less than 99.8%
per quarter annually
FY 2017 FY 2018 FY 2019 (1)
Target 99.8% 99.8% 99.8%
Actual 99.9% 99.8% 99.8% (2)
Performance
Indicator Target
Percentage of
Customers
Paying Bills
Electronically
No less than 75% per
quarter annually
FY 2017 FY 2018 FY 2019 (1)
Target 0.0% 75.6% 75.0%
Actual 75.6% 75.6% 75.0% (2)
(1) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(2) FY 2019 projected performance indicator
Goal
Execute and deliver services that meet or
exceed customer expectatins, and
increase customer engagement in order
to improve District services.
Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Number of
customers paying
bills electronically/
Total number of
customers
Overview
Measurement
Method
Number of all calls
answered/Number
of all calls received
Goal Measurement
Method
Cu
s
t
o
m
e
r
Fi
n
a
n
c
i
a
l
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Number of correct
bills/Number of total
bills
Fi
n
a
n
c
i
a
l
Goal
23
Key Performance Indicators: Finance (continued)
Performance
Indicator Target
Overtime
Percentage
Less than 100% of the
budgeted overtime
per quarter annually
FY 2017 FY 2018 FY 2019 (1)
Target 100.0% 100.0% 100.0%
Actual 118.0% 100.0% 100.0% (2)
Performance
Indicator Target
Sewer Rate
Ranking
Bottom 50th
percentile for the 28
sewer service
providers
in San Diego annually
FY 2017 FY 2018 FY 2019 (1)
Target 14 14 14
Actual 5 6 6 (2)
Performance
Indicator Target
Water Rate
Ranking
Bottom 50th
percentile for the 22
member agencies in
San Diego annually
FY 2017 FY 2018 FY 2019 (1)
Target 11 11 11
Actual 11 3 4 (2)
(1) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(2) FY 2019 projected performance indicator
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Otay percentage
ranking among
regional agencies
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Otay percentage
ranking or the
average bill for
sewer among
regional agencies
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Fi
n
a
n
c
i
a
l
Fi
n
a
n
c
i
a
l
Fi
n
a
n
c
i
a
l
Actual overtime
costs (including
comp time)
Overview
24
Key Performance Indicators: Finance (continued)
Performance
Indicator Target
Reserve Level No less than 85%
annually
FY 2017 FY 2018 FY 2019 (1)
Target 85.0% 85.0% 85.0%
Actual 85.0% 100.0% 85.0% (2)
Performance
Indicator Target
Distribution
System Loss
Less than 5% per
quarter annually
FY 2017 FY 2018 FY 2019 (1)
Target 5.0% 5.0% 5.0%
Actual 4.1% 5.0% 5.0% (2)
Performance
Indicator Target
Accounts per
Full-Time
Employee
(FTE)
409 accounts per
FTE annually
FY 2017 FY 2018 FY 2019 (1)
Target 406.0 412.0 409.0
Actual 406.0 415.0 409.0% (2)
(1) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(2) FY 2019 projected performance indicator
Fi
n
a
n
c
i
a
l
Goal
Overview
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
100 [Volume
purchased–(volume
sold + volume
used)/Volume
purchased]
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Potable + Recycled
+ Sewer Accounts/
Number of full-time
employees
Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Number of reserve
funds that meet or
exceed fund target
levels/Total number
of reserve funds
25
Key Performance Indicators: Finance (continued)
Performance
Indicator Target
O&M Cost per
Account
No more than $571
per account annually
FY 2017 FY 2018 FY 2019 (1)
Target $544 $561 $571
Actual $517 $561 $571 (2)
Performance
Indicator Target
Water Debt
Coverage
Ratio
150% excluding
growth revenue
annually
FY 2017 FY 2018 FY 2019 (1)
Target 150% 168% 150%
Actual 200% 200% 150% (2)
Performance
Indicator Target
Sewer Debt
Coverage
Ratio (3)
150% excluding
growth revenue
annually
FY 2017 FY 2018 FY 2019 (1)
Target 125.0%
Actual 125.0% (2)
(1) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(2) FY 2019 projected performance indicator
(3) FY 2019 is the first year for this key performance indicator
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Qualified net
operating
revenue/Debt
Service
requirements
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Qualified net
operating
revenues/Debt
service
requirements
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Total O&M costs/
Number of
Accounts
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Overview
26
Key Performance Indicators: Water Operations
Performance
Indicator Target
Technicial
Quality
Complaint
No more than 7.1
complaints per 1,000
customer accounts
annually/7.1(1)
FY 2017 FY 2018 FY 2019 (2)
Target 9.00 9.00 7.10
Actual 3.94 4.25 4.2 (3)
Performance
Indicator Target
Planned
Potable Water
Maintenance
Ratio in $
66% of labor dollars
spent on preventative
maintenance per
quarter annually
FY 2017 FY 2018 FY 2019 (2)
Target 66.0% 66.0% 66.0%
Actual 70.0% 66.0% 66.0% (3)
Performance
Indicator Target
Planned
Recycled
Maintenance
Ration in $
70% of labor dollars
spent on preventative
maintenance per
quarter annually
FY 2017 FY 2018 FY 2019 (2)
Target 70.0% 70.0% 70.0%
Actual 91.0% 70.0% 70.0% (3)
(1) Key performance indicator utilizes AWWA benchmark
(2) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(3) FY 2019 projected performance indicator
Overview
Cu
s
t
o
m
e
r
Goal Measurement
Method
Execute and deliver services that meet or
exceed customer expectatins, and
increase customer engagement in order
to improve District services.
1,000 (Number of
technical quality
complaints)]/
Number of active
customer accounts
per reporting period
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Total planned
maintenance
cost/Total
maintenance cost
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Total planned
maintenance
cost/Total
maintenance cost
27
Key Performance Indicators: Water Operations (continued)
Performance
Indicator Target
Planned
Wastewater
Maintenance
Ratiio in $
77% of labor dollars
spent on preventative
maintenance per
quarter annually
FY 2017 FY 2018 FY 2019 (1)
Target 77.0% 77.0% 77.0%
Actual 90.6% 77.0% 77.0% (2)
Performance
Indicator Target
Leak
Detection
Program
At least 20% of system
surveyed for leaks
annually
FY 2017 FY 2018 FY 2019 (1)
Target 20.0% 20.0% 20.0%
Actual 33.0% 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 2017 FY 2018 FY 2019 (1)
Target $1,050 $1,050 $1,050
Actual $1,096 $1,050 $1,050 (2)
(1) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(2) FY 2019 projected performance indicator
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Percentage
distribution system
surveyed for leaks
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Total O&M costs
directly attributable to
sewer treatment/
Total volume
(in MGD)
Overview
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running and
sustaining District operations, with the
lowest possible impact to customers.
Total planned
maintenance
cost/Total
maintenance cost
28
Key Performance Indicators: Water Operations (continued)
Performance
Indicator Target
Percent of
Preventative
Maintenance
Completed -
Reclamation
Plant
No less than 90% per
quarter annually
FY 2017 FY 2018 FY 2019 (1)
Target 90.0% 90.0% 90.0%
Actual 99.0% 90.0% 90.0% (2)
Performance
Indicator Target
Percent of
Preventative
Maintenance
Completed -
Fleet
Maintenance
No less than 90% per
quarter annually
FY 2017 FY 2018 FY 2019 (1)
Target 90.0% 90.0% 90.0%
Actual 100.0% 90.0% 90.0% (2)
Performance
Indicator Target
Percent of
Preventative
Maintenance
Completed -
Pump/Electric
No less than 90% per
quarter annually
FY 2017 FY 2018 FY 2019 (1)
Target 90.0% 90.0% 90.0%
Actual 100.0% 90.0% 90.0% (2)
(1) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(2) FY 2019 projected performance indicator
In
t
e
r
n
a
l
Bu
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
Bu
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
Number of PM's
completed/Number
of PM's scheduled to
be completed
Overview
In
t
e
r
n
a
l
Bu
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
29
Key Performance Indicators: Water Operations (continued)
Performance
Indicator Target
System Valve
Exercising
Program
3,080 valves exercised
annually
FY 2017 FY 2018 FY 2019 (1)
Target 3,080 3,080 3,080
Actual 3,228 3,080 3,080 (2)
Performance
Indicator Target
Potable Water
Distribution
System
Integrity
No more than 16 leaks
or breaks per 100
miles of distribution
piping
annually/16.1(3)
FY 2017 FY 2018 FY 2019 (1)
Target 16.0 16.0 16.0
Actual 10.3 16.0 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 2017 FY 2018 FY 2019 (1)
Target 6.6 6.6 6.6
Actual 0.9 0.0 0.0 (2)
(1) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(2) FY 2019 projected performance indicator
(3) Key performance indicator utilizes AWWA benchmark
In
t
e
r
n
a
l
Bu
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
[100 (Collection
system failure)]/
Total miles of
collection system
piping
Overview
In
t
e
r
n
a
l
Bu
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
Bu
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
Actual number of
valves exercised
30
Key Performance Indicators: Water Operations (continued)
Performance
Indicator Target
Potable Water
Compliance
Rate
No less than 100% per
quarter
annually/100%(1)
FY 2017 FY 2018 FY 2019 (2)
Target 100.0% 100.0% 100.0%
Actual 100.0% 100.0% 100.0% (3)
Performance
Indicator Target
Sewer
Overflow
Rate
0 Overflows per
quarter annually/0 (3)
FY 2017 FY 2018 FY 2019 (1)
Target 0 0 0
Actual 1 0 0 (2)
Performance
Indicator Target
Emergency
Facility Power
Testing
Test 100% of all
facilities scheduled
per quarter to have all
emergency facilities
tested annually
FY 2017 FY 2018 FY 2019 (1)
Target 34 34 34
Actual 36 34 34 (2)
(1) Key performance indicator utilizess AWWA benchmark
(2) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(3) FY 2019 projected performance indicator
Overview
In
t
e
r
n
a
l
Bu
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 (Total number of
sewer
overflows)]/Total
miles of pipe in the
sewage collection
system
In
t
e
r
n
a
l
Bu
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
Bu
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
All primary health
regulations are met
31
Key Performance Indicators: Water Operations (continued)
Performance
Indicator Target
Main Flushing
and Hydrant
Maintenance
215 or more mains
flushed and fire
hydrants maintained
annually
FY 2017 FY 2018 FY 2019 (1)
Target 215 215 215
Actual 355 215 215 (2)
Performance
Indicator Target
Critical Valve
Exercising
631 critical valves
exercised annually
FY 2017 FY 2018 FY 2019 (1)
Target 631 631 631
Actual 631 631 631 (2)
Performance
Indicator Target
Tank
Inspection and
Cleaning
No less than 8 potable
water storage tanks
and/or reservoirs
cleaned annually
FY 2017 FY 2018 FY 2019 (1)
Target 7 8 8
Actual 8 8 8 (2)
(1) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(2) FY 2019 projected performance indicator
In
t
e
r
n
a
l
Bu
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
Bu
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
Bu
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by continually
improving essential processes, invest in
strategic technology, and achieve new
efficiencies.
Cumulative number
of mains flushed plus
hydrants maintained
32
Key Performance Indicators: Engineering
Performance
Indicator Target
CIP Project
Expenditures
vs. Budget
95%-100% of
budget, but not to
exceed 100%
annually
FY 2017 FY 2018 FY 2019 (1)
Target 95.0% 95.0% 95.0%
Actual 109.1% 95.0%
95.0% (2)
Performance
Indicator Target
Construction
Change Order
Incidence
No more than
5% annually
FY 2017 FY 2018 FY 2019 (1)
Target 5.0% 5.0% 5.0%
Actual 1.5% 5.0%
5.0% (2)
Performance
Indicator Target
Mark-out
Accuracy
No less than 100%
per quarter annually
FY 2017 FY 2018 FY 2019 (1)
Target 100.0% 100.0% 100.0%
Actual 100.0% 100.0%
100.0% (2)
(1) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(2) FY 2019 projected performance indicator
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running
and sustaining District operations, with
the lowest possible impact to
customers.
Total cost of change
orders (not including
allowances)/Total original
construction contract
amount (not including
allowances)'
In
t
e
r
n
a
l
Bu
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
efficiences
Number of mark-outs
performed without an at-
fault hit/Total number of
mark-outs performed
Overview
Fi
n
a
n
c
i
a
l
Goal Measurement
Method
Plan and execute sound financial
activities that are essential to running
and sustaining District operations, with
the lowest possible impact to
customers.
Actual quarterly
expenditures/
Annual budget
33
Key Performance Indicators: Engineering (continued)
Performance
Indicator Target
Project
Closeout Time
No more than a
45 day average per
quarter annually
FY 2017 FY 2018 FY 2019 (1)
Target 45.0 45.0 45.0
Actual 71.2 45.0 45.0 (2)
Performance
Indicator Target
Annual
Recycled
Water Site
Inspections
100% of recycled
water sites
inspected annually
FY 2017 FY 2018 FY 2019 (1)
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 2017 FY 2018 FY 2019 (1)
Target 90.0% 90.0% 90.0%
Actual 90.0% 90.0% 90.0% (2)
(1) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(2) FY 2019 projected performance indicator
In
t
e
r
n
a
l
Bu
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
efficiences
Percentage of recycled
sites inspected per year
of those required by the
Department of
Environmental Health
In
t
e
r
n
a
l
Bu
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
efficiences
Percentage of recycled
water use sites per year
compared to those
scheduled
Overview
In
t
e
r
n
a
l
B
u
s
i
n
e
s
s
P
r
o
c
e
s
s
e
s
Goal Measurement
Method
Improve business services by
continually improving essential
processes, invest in strategic
technology, and achieve new
efficiences
Number of days between
Notice of Substantial
Completion and Notice of
Completion for all
construction projects
within the
quarter/Number of
construction projects
34
Key Performance Indicators: Engineering (continued)
Performance
Indicator Target
Easement
Desktop
Evaluation
and Field
Inspection (1)
100% of easements
evaluated and
inspected annually
FY 2017 FY 2018 FY 2019 (2)
Target 100.0%
Actual 100.0% (3)
(1) FY 2019 is the first year for this key performance measure
(2) FY 2019 is the first year of the FY 2019-2022 Strategic Plan
(3) FY 2019 projected performance indicator
In
t
e
r
n
a
l
Bu
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Goal Measurement
Method
Overview
Improve business services by
continually improving essential
processes, invest in strategic
technology, and achieve new
efficiences
Number of Actual
Easements Evaluated
and Inspected/Total
Number of Easements
35
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36
Capital Budget
The District’s population is expected to 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 $283 million in capital assets through
ultimate build-out. The Fiscal Year 2019 Capital Budget is $24.2 million and the six-year Capital
Improvement Program (CIP) totals $92.8 million. Over the next six-year CIP budget, the District plans
to issue $30 million and $5 million in new debt to fund water and sewer related CIP projects
respectively. 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.
37
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 $20,000 for infrastructure related items (as defined under capital
equipment on page 304 of the Glossary) and have a useful life of at least two years.
The CIP projects are identified and are prioritized based on the following criteria:
Safety, restoration of service, immediate obligation, Board directed, or critical system need.
System upgrades or requirements to maintain system reliability in the next few fiscal years.
Need to meet the future growth of the system.
Project requirement may be reduced in capacity or may have low probability of need in the future.
38
FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Total
Beginning Balance 52,887$ 40,739$ 45,396$ 47,000$ 51,076$ 51,338$ 52,887$
Sources
Capacity Fees 7,791 7,972 6,773 6,886 5,439 5,642 40,503
Debt financing 30,000 5,000 - - - - 35,000
Grants - 260 260 260 - - 780
Interest 510 553 686 825 962 1,016 4,552
Temporary Meters 1,082 1,093 1,104 1,117 1,133 1,150 6,679
Availability (Betterment Portion)461 479 498 518 539 560 3,055
New Supply Fee 763 792 684 678 536 552 4,005
COPS 2010B Reimbursement 712 712 712 712 712 712 4,272
Transfer from General Fund (19,383) 16,524 15,533 15,048 14,639 15,358 57,719
Interfund Transfers 44 52 60 68 76 80 380
Total Sources 21,980 33,437 26,310 26,112 24,036 25,070 156,945
Uses
CIP Projects 24,239 18,361 13,566 10,707 12,446 13,482 92,801
Debt Service 8,235 8,757 9,461 9,634 9,616 9,689 55,392
Developer Services 1,654 1,662 1,679 1,695 1,712 1,730 10,132
Total Uses 34,128 28,780 24,706 22,036 23,774 24,901 158,325
Net Sources (Uses)(12,148) 4,657 1,604 4,076 262 169 (1,380)
Ending Balance 40,739$ 45,396$ 47,000$ 51,076$ 51,338$ 51,507$ 51,507$
CIP Reserve Funds ($1,000)
The CIP Reserve Funds presentation, shown on the following pages, is designed to provide an understanding of
how the funding of CIPs is expected to financially influence the District over the next six years. The financial
impacts are based on CIPs and their funding sources, including fund transfers in accordance with the District’s
Reserve Policy, and planned debt issuances. This data is captured in the District’s Rate Model on an annual basis
in order to make these projections.
$0
$10
$20
$30
$40
$50
$60
FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024
CIP Reserve Fund Balances ($1,000)
Betterment Replacement Expansion New Supply
39
FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Total
Source
Expansion 78$ 399$ 192$ 1,263$ 2,448$ 1,653$ 6,033$
Betterment 2,852 2,801 554 1,218 1,740 2,121 11,286
Replacement 21,306 15,158 12,817 8,223 8,255 9,676 75,435
New Supply 3 3 3 3 3 32 47
Total 24,239$ 18,361$ 13,566$ 10,707$ 12,446$ 13,482$ 92,801$
FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Total
Fund
Potable 18,929$ 15,612$ 10,398$ 9,059$ 11,476$ 11,671$ 77,145$
Recycled 827 1,334 1,608 648 60 1 4,478
Sewer 4,483 1,415 1,560 1,000 910 1,810 11,178
Total 24,239$ 18,361$ 13,566$ 10,707$ 12,446$ 13,482$ 92,801$
CIP Funding Source
CIP by Fund
Six-Year CIP Projects Summary by Source ($1,000s)
Six-Year CIP Projects Summary by Fund ($1,000s)
$-
$5
$10
$15
$20
$25
FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024
Six-Year CIP Projects by Funding Source, in Thousands ($)
Expansion Betterment Replacement New Supply
$-
$5
$10
$15
$20
$25
FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024
Six-Year CIP Projects by Fund, in Thousands ($)
Potable Recycled Sewer
40
Expansion
CIP No CIP Project Title FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Total
P2040 (1)Res - 1655-1 Reservoir 0.5 MG 5$ 10$ 150$ 880$ 1,250$ 585$ 2,880$
P2494 Multiple Species Conservation Plan 50 30 - - - - 80
P2500 (1)Padre Dam - Otay Interconnection Dehesa Valley 2 2 19 2 2 18 43
P2547 District Administration Vehicle Charging Stations 2 2 12 - - - 16
P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way 1 1 1 1 146 - 150
P2642 Rancho Jamul Pump Station Replacement 5 5 10 380 1,050 1,050 2,500
R2084 (1)RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media 14 350 - - - - 364
Total Expansion 78$ 399$ 192$ 1,263$ 2,448$ 1,653$ 6,033$
Potable 64$ 49$ 192$ 1,263$ 2,448$ 1,653$ 5,669$
Recycled 14 350 - - - - 364
Total Expansion 78$ 399$ 192$ 1,263$ 2,448$ 1,653$ 6,033$
Betterment
Funding Source FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Total
P2382 Safety and Security Improvements 224 - - - - - 224
P2400 PL - 20-Inch Pipeline Replacement, 711 Zone, Otay Lakes Road -
at Santa Paula
- - 47 109 279 273 707
P2405 (1)PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road 5 5 50 500 85 5 650
P2451 Otay Mesa Desalination Conveyance and Disinfection System 7 7 7 7 7 69 104
P2500 (1)Padre Dam - Otay Interconnection Dehesa Valley 4 4 41 4 4 41 97
P2504 Regulatory Site Access Road and Pipeline Relocation 3 3 1 1 1 5 12
P2521 Large Meter Vault Upgrade Program 25 100 100 50 - - 275
P2547 District Administration Vehicle Charging Stations 4 3 28 - - - 34
P2578 (1)PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm - - 16 93 1,302 1,690 3,100
P2608 (1)PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple 20 175 30 - - - 225
P2619 (1)PS - Temporary Lower Otay Pump Station Redundancy 200 1,490 10 - - - 1,700
P2630 624-3 Reservoir Automation of Chemical Feed System 5 20 50 300 10 - 385
R2110 RecPS - 944-1 Optimization and Pressure Zone Modifications 25 20 5 5 - - 55
R2116 (1)RecPL - 14-Inch, 927 Zone, Force Main Improvements 24 20 1 1 1 1 48
R2118 Steele Canyon Sewer PS Large Solids Handling Improvements 105 10 - - - - 115
R2120 (1)RWCWRF Filtered Water Storage Tank Improvements 50 390 10 - - - 450
R2123 Repurpose Otay Mesa Recycled Water Lines 5 10 150 150 35 - 350
R2125 RecPRS - 927/680 PRS Improvements, Otay Lakes Road 45 140 10 - - - 195
R2150 RWCWRF - Secondary Chlorine Analyzer and Feed System 40 5 - - - - 45
S2024 (2)Campo Road Sewer Main Replacement 2,000 400 - - - - 2,400
S2043 RWCWRF Sludge Handling System 5 - - - 5 - 10
S2047 Asset Management - Info Master Sewer Implementation 28 - - - - - 28
S2060 Steele Canyon Pump Station Replacement - - - - 13 38 50
S2065 RWCWRF - TOC Monitor 30 - - - - - 30
Total Betterment 2,852$ 2,801$ 554$ 1,218$ 1,740$ 2,121$ 11,288$
Potable 495$ 1,806$ 378$ 1,062$ 1,687$ 2,083$ 7,512$
Recycled 294 595 176 156 36 1 1,258
Sewer 2,063 400 - - 18 38 2,518
Total Betterment 2,852$ 2,801$ 554$ 1,218$ 1,740$ 2,121$ 11,288$
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Partially funded by 2018A Water Revenue Bonds.
(2) Project to be funded with FY 2020 Sewer Debt proceeds.
41
Replacement
CIP No CIP Project Title FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Total
P2083 (1)PS - 870-2 Pump Station Replacement 7,900 4,700 46 2 2 - 12,650$
P2174 (1)PS - 1090-1 Pump Station Replacement (400 gpm)150 200 1,100 1,000 45 - 2,495
P2282 Vehicle Capital Purchases 520 254 300 296 250 250 1,870
P2286 Field Equipment Capital Purchases 363 155 60 60 63 60 761
P2400 PL - 20-Inch Pipeline Replacement, 711 Zone, Otay Lakes Road -
at Santa Paula
- - 104 242 621 607 1,573
P2453 (1)SR-11 Utility Relocations 25 50 375 800 800 100 2,150
P2460 I.D. 7 Trestle and Pipeline Demolition 20 80 485 10 - - 595
P2485 SCADA - Infrastructure and Communications Replacement 162 85 85 85 56 - 473
P2504 Regulatory Site Access Road and Pipeline Relocation 3 3 1 1 1 5 12
P2507 East Palomar Street Utility Relocation 5 5 - - - - 10
P2508 Pipeline Cathodic Protection Replacement Program 542 - - - - - 542
P2516 (1)PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage - - - 75 400 425 900
P2529 711-2 Reservoir Interior & Exterior Coating 5 5 7 - - - 17
P2530 711-1 Reservoir Interior & Exterior Coating 5 5 15 - - - 25
P2531 944-1 Reservoir Interior & Exterior Coating 5 5 10 - - - 20
P2532 944-2 Reservoir Interior & Exterior Coating 5 5 5 - - - 15
P2533 1200-1 Reservoir Interior & Exterior Coating 5 25 755 5 12 - 802
P2534 978-1 Reservoir Interior & Exterior Coating 5 5 25 20 - - 55
P2535 458-2 Reservoir Interior & Exterior Coating & Upgrades 5 5 10 - - - 20
P2539 South Bay Bus Rapid Transit (BRT) Utility Relocations 45 60 60 - - - 165
P2543 850-1 Reservoir Interior/Exterior Coating 5 595 225 5 35 - 865
P2544 850-2 Reservoir Interior/Exterior Coating 5 5 25 152 - - 187
P2545 980-1 Reservoir Interior Exterior Coating 5 5 15 - - - 25
P2546 980-2 Reservoir Interior/Exterior Coating 695 5 30 50 - - 780
P2553 (1)Heritage Road Bridge Replacement and Utility Relocation 80 120 250 755 150 50 1,405
P2555 Administration and Operations Parking Lot Improvements 25 25 230 - - - 280
P2557 520 Res Recirculation Pipeline Chemical Supply and Analyzer
Feed Replacement Project
60 - - - - - 60
P2561 Res - 711-3 Reservoir Cover/Liner Replacement 2,045 75 10 - - - 2,130
P2562 Res - 571-1 Reservoir Cover/Liner Replacement 170 30 - - - - 200
P2563 Res - 870-1 Reservoir Cover/Liner Replacement 1 10 90 896 - - 997
P2565 803-2 Reservoir Interior/Exterior Coating & Upgrades 755 205 5 30 5 - 1,000
P2566 520-2 Reservoir Interior/Exterior Coating & Upgrades 10 10 1,030 350 35 65 1,500
P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades - - - 20 780 105 905
P2571 Datacenter Network- Data, Storage, and Infrastructure
Enhancements
100 100 - - - - 200
P2572 Enterprise Resource Planning (ERP) Replacement - - 250 250 - - 500
P2573 PL - 12-Inch Pipeline Replacement, 803 Zone, Hillsdale Road 20 - - - - - 20
P2574 (1)PL - 12-Inch Pipeline Replacement, 978 Zone, Vista Vereda 500 1,150 10 - - - 1,660
P2578 (1)PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm - - 35 207 2,898 3,761 6,900
P2584 Res - 657-1 and 657-2 Reservoir Demolitions - - - - - 1 1
P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades - - 10 680 100 50 840
P2594 Large Meter Replacement 95 - - - - 140 235
P2604 AMR Change Out 1,800 1,300 - - - - 3,100
P2605 (1)458/340 PRS Replacement, 1571 Melrose Ave 75 247 - - - - 322
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Partially funded by 2018A Water Revenue Bonds.
42
Replacement, Continued
CIP No CIP Project Title FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Total
P2607 Douglas Ave SWA and OWD Interconnection Upgrade 37 10 - - - - 47
P2608 (1)PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple 20 175 30 - - - 225
P2609 (1)PL - 8-inch, 1004 Zone, Eucalyptus St, Coronado/Date/La Mesa 10 65 405 60 - - 540
P2610 Valve Replacement Program - Phase 1 95 150 25 - - - 270
P2611 (1)Quarry Road Bridge Replacement and Utility Relocation 10 160 425 350 50 - 995
P2612 (1)PL - 12-inch, 711 Zone, Pas de Luz/Telegraph Canyon Rd 10 85 390 15 - - 500
P2614 485-1 Reservoir Interior/Exterior Coating - - - - 10 885 895
P2615 (1)PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande 20 130 1,030 20 - - 1,200
P2616 (1)PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Dr/Vista
Sierra Dr
180 2,280 20 - - - 2,480
P2617 Lobby Security Enhancements 145 - - - - - 145
P2623 Central Area to Otay Mesa Interconnection Pipelines
Combination Air/Vacuum Valve Replacements
130 25 5 - - - 160
P2625 (1)PL - 12-inch, 978 Zone, Hidden Mesa Road 1,000 400 10 - - - 1,410
P2627 (1)458/340 PRS Replacement, 1505 Oleander Ave 75 245 5 - - - 325
P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades - - - - 5 50 55
P2633 Otay Mesa Rd and Alta Rd Water Appurtenances Relocations 10 50 400 40 - - 500
P2634 Rolling Hills Hydropneumatic Pump Station Jockey Pump
Replacement
35 - - - - - 35
P2635 (1)Vista Diego Hydropneumatic Tank Replacement 10 50 330 10 - - 400
P2636 980-2 PS Surge Tank Interior/Exterior Coating 150 25 - - - - 175
P2637 Survey Division Field GPS Equipment Replacement 35 - - - - - 35
P2638 Buildings and Grounds Refurbishments 57 57 - - - - 114
P2639 Vista Diego Hydropneumatic Pump Station Replacement 5 5 5 5 5 150 175
P2640 Portable Trailer Mounted VFD Pumps 30 185 3 1 1 180 400
P2641 (1)Rancho Jamul Hydropneumatic Tank Replacement 1 9 280 10 - - 300
P2643 980-1 Pump Station Surge Tanks Replacement - - - 10 40 300 350
P2644 803-1 Pump Station Surge Tank Replacement - - - 10 40 300 350
P2645 Rolling Hills Hydropneumatic Tank Interior/Exterior Coating 5 20 190 10 - - 225
P2646 North District Area Cathodic Protection Improvements - - 190 50 140 420 800
P2647 Central Area Cathodic Protection Improvements - - 100 135 765 - 1,000
P2648 Otay Mesa Area Cathodic Protection Improvements 40 55 305 - - - 400
P2649 HVAC Equipment Purchase 21 44 20 15 30 - 130
P2651 Automatic Data Processing 20 - - - - - 20
R2121 Res - 944-1 Reservoir Cover/Liner Replacement 1 60 1,300 10 10 - 1,381
R2139 RWCWRF - Filter Troughs Replacement 5 - - - - - 5
R2143 AMR Change Out 165 130 - - - - 295
R2145 RWCWRF - Filter Media and Nozzles Replacement 130 - - - - - 130
R2146 Recycled Pipeline Cathodic Protection Improvements 20 20 100 460 - - 600
R2147 RWCWRF Fuel Lines Replacement 150 25 - - - - 175
R2148 Large Meter Replacement - Recycled 8 12 12 12 14 - 58
R2149 680-1R PS Surge Tank Interior/Exterior Coating 5 140 20 10 - - 175
R2151 RWCWRF - Bulk Chlorine Vapor Scrubber System
Refurbishment
35 2 - - - - 37
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Partially funded by 2018A Water Revenue Bonds.
43
Replacement, Continued
CIP No CIP Project Title FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Total
S2012 San Diego County Sanitation District Outfall and RSD Outfall
Replacement
50 50 125 125 125 125 600
S2024 (1)Campo Road Sewer Main Replacement 2,000 400 - - - - 2,400
S2027 Rancho San Diego Pump Station Rehabilitation 5 5 220 220 - - 450
S2044 Trenchless Sewer Rehabilitation 5 5 30 30 - - 70
S2045 Fuerte Drive Sewer Relocation 10 10 - - - - 20
S2046 RWCWRF - Aeration Panels Replacement 100 200 25 25 - - 350
S2048 Hillsdale Road Sewer Repairs 10 5 5 5 5 190 220
S2049 Calavo Basin Sewer Rehabilitation - Phase 2 20 140 825 5 - - 990
S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 20 20 180 550 525 5 1,300
S2051 RWCWRF - Headworks Improvements 165 5 - - - - 170
S2053 RWCWRF - Sedimentation Basins Weirs Replacement 5 - - - - - 5
S2054 Calavo Basin Sewer Rehabilitation - Phase 3 - - - 20 180 1,090 1,290
S2060 Steele Canyon Pump Station Replacement - - - - 38 113 150
S2061 RWCWRF Aeration Controls Consolidation & Optimization
Upgrades (S)
10 30 150 - - - 190
S2066 Rancho San Diego Basin Sewer Rehabilitation - Phase 3 - - - 20 20 250 290
S2067 RWCWRF Roofing Replacement and Natural Light
Enhancement
20 145 - - - - 165
Total Replacement 21,306$ 15,158$ 12,817$ 8,223$ 8,255$ 9,676$ 75,434$
Potable 18,367$ 13,754$ 9,825$ 6,731$ 7,339$ 7,904$ 63,918$
Recycled 519 389 1,432 492 24 - 2,856
Sewer 2,420 1,015 1,560 1,000 893 1,773 8,660
Total Replacement 21,306$ 15,158$ 12,817$ 8,223$ 8,255$ 9,676$ 75,434$
New Supply
CIP No CIP Project Title FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Total
P2451 Otay Mesa Desalination Conveyance and Disinfection System 3 3 3 3 3 32 47
Total New Supply 3$ 3$ 3$ 3$ 3$ 32$ 47$
Potable 3$ 3$ 3$ 3$ 3$ 32$ 47$
Total New Supply 3$ 3$ 3$ 3$ 3$ 32$ 47$
Summary by Source
Funding Source FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Total
Expansion 78 399 192 1,263 2,448 1,653 6,033$
Betterment 2,852 2,801 554 1,218 1,740 2,121 11,286
Replacement 21,306 15,158 12,817 8,223 8,255 9,676 75,435
New Supply 3 3 3 3 3 32 47
Total CIP by Funding Source 24,239$ 18,361$ 13,566$ 10,707$ 12,446$ 13,482$ 92,801$
Summary by Fund
Fund FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Total
Potable 18,929 15,612 10,398 9,059 11,476 11,671 77,145$
Recycled 827 1,334 1,608 648 60 1 4,478$
Sewer 4,483 1,415 1,560 1,000 910 1,810 11,178$
Total CIP by Fund 24,239$ 18,361$ 13,566$ 10,707$ 12,446$ 13,482$ 92,801$
Six-Year CIP Projects by Source and Fund ($1,000s)
(1) Project to be funded with FY 2020 Sewer Debt proceeds.
44
Capital Budget
Major CIP Projects
45
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
P2382
P2400
P2405
P2451
P2453
P2460
P2485
P2494
P2500
P2504
P2507
P2508
P2516
P2521
P2529
P2530
P2531
P2532
P2533
P2534
P2535
P2539
P2543
P2544
P2545
P2546
Planning Design Construction
980-1 Reservoir Interior Exterior Coating 1/1/2015 12/31/2021
980-2 Reservoir Interior/Exterior Coating 1/1/2018 6/30/2022
Warranty Capital Purchases
850-1 Reservoir Interior/Exterior Coating 1/2/2017 12/31/2023
850-2 Reservoir Interior/Exterior Coating 4/1/2016 12/31/2022
South Bay Bus Rapid Transit (BRT) Utility Relocations 7/1/2013 6/30/2021
978-1 Reservoir Interior & Exterior Coating 6/2/2016 9/30/2022
458-2 Reservoir Interior & Exterior Coating &
Upgrades
6/1/2013 6/29/2021
944-2 Reservoir Interior & Exterior Coating 5/1/2014 6/29/2021
1200-1 Reservoir Interior & Exterior Coating 6/1/2016 6/30/2023
711-1 Reservoir Interior & Exterior Coating 6/1/2015 12/31/2021
944-1 Reservoir Interior & Exterior Coating 5/1/2014 6/29/2021
Large Meter Vault Upgrade Program 8/1/2016 6/30/2022
711-2 Reservoir Interior & Exterior Coating 6/1/2015 12/31/2021
Pipeline Cathodic Protection Replacement Program 7/1/2010 6/30/2019
PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 7/1/2021 6/30/2024
Regulatory Site Access Road and Pipeline Relocation 7/1/2010 6/30/2025
East Palomar Street Utility Relocation 7/1/2010 6/30/2020
Multiple Species Conservation Plan 7/1/2009 6/30/2020
Padre Dam - Otay Interconnection Dehesa Valley 7/1/2017 6/30/2025
SCADA - Infrastructure and Communications
Replacement
7/1/2009 6/30/2023
SR-11 Utility Relocations 7/1/2006 6/30/2024
I.D. 7 Trestle and Pipeline Demolition 7/1/2016 6/30/2022
Otay Mesa Desalination Conveyance and Disinfection
System
7/1/2006 6/30/2029
PL - 20-Inch Pipeline Replacement, 711 Zone, Otay
Lakes Road - at Santa Paula
7/1/2020 6/30/2024
PL - 624/340 PRS, Paseo Ranchero and Otay Valley
Road
7/1/2016 6/30/2024
Field Equipment Capital Purchases 7/1/1996 6/30/2025
Safety and Security Improvements 7/1/2002 6/30/2019
Vehicle Capital Purchases 12/1/2000 6/30/2028
PS - 870-2 Pump Station Replacement 7/1/2013 5/1/2023
PS - 1090-1 Pump Station Replacement (400 gpm) 7/1/2017 6/30/2023
Q1
Res - 1655-1 Reservoir 0.5 MG 7/1/2015 3/29/2024
FinishStartProject Title
Six-Year CIP Projects Schedule
FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024CIP No
46
Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
P2547
P2553
P2555
P2557
P2561
P2562
P2563
P2565
P2566
P2567
P2571
P2572
P2573
P2574
P2578
P2584
P2593
P2594
P2595
P2604
P2605
P2607
P2608
P2609
P2610
P2611
P2612
P2614
P2615
P2616
Planning Design Construction
District Administration Vehicle Charging Stations 7/1/2014 9/30/2021
Heritage Road Bridge Replacement and Utility
Relocation
7/1/2014 6/30/2024
Res - 711-3 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2021
Administration and Operations Parking Lot
Improvements
7/1/2015 6/30/2019
520 Res Recirculation Pipeline Chemical Supply and
Analyzer Feed Replacement Project
7/1/2015 6/30/2019
803-2 Reservoir Interior/Exterior Coating & Upgrades 1/1/2019 6/30/2023
520-2 Reservoir Interior/Exterior Coating & Upgrades 1/3/2020 6/30/2024
Res - 571-1 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2020
Res - 870-1 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2022
Datacenter Network- Data, Storage, and Infrastructure
Enhancements
7/1/2018 6/30/2020
Enterprise Resource Planning (ERP) Replacement 7/1/2020 6/30/2022
1004-2 Reservoir Interior/Exterior Coating & Upgrades 1/4/2022 6/30/2024
PS - 711-2 (PS 711-1 Replacement and Expansion) -
14,000 gpm
7/1/2020 6/30/2024
Res - 657-1 and 657-2 Reservoir Demolitions 12/31/2023 6/30/2032
PL - 12-Inch Pipeline Replacement, 803 Zone,
Hillsdale Road
7/1/2016 3/1/2019
PL - 12-Inch Pipeline Replacement, 978 Zone, Vista
Vereda
7/1/2016 6/30/2021
PL - 16-inch, 624 Zone, Village 3N - Heritage Road,
Main St/Energy Way
1/1/2006 6/30/2023
AMR Change Out 1/1/2017 6/30/2020
458-1 Reservoir Interior/Exterior Coating & Upgrades 2/1/2021 6/30/2024
Large Meter Replacement 7/1/2016 6/30/2024
458/340 PRS Replacement, 1571 Melrose Ave 7/1/2017 6/30/2020
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 6/30/2021
Douglas Ave SWA and OWD Interconnection Upgrade 7/1/2017 6/30/2020
7/1/2017 6/30/2021
7/1/2021 6/30/2024
Quarry Road Bridge Replacement and Utility
Relocation
7/1/2017 12/31/2023
PL - 12-inch, 711 Zone, Pas de Luz/Telegraph Canyon
Rd
7/1/2017 12/31/2022
Six-Year CIP Projects Schedule
CIP No Project Title Start Finish FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024
Q1
Continued
PL - 12-Inch Pipeline Replacement, 803 PZ, Vista
Grande
7/1/2018 6/30/2022
PL - 12-Inch Pipeline Replacement, 978 Zone, Pence
Dr/Vista Sierra Dr
7/1/2017 6/30/2021
485-1 Reservoir Interior/Exterior Coating
PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple
Warranty
47
Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
P2617
P2619
P2623
P2625
P2627
P2630
P2631
P2633
P2634
P2635
P2636
P2637
P2638
P2639
P2640
P2641
P2642
P2643
P2644
P2645
P2646
P2647
P2648
P2649
P2651
R2084
R2110
R2116
R2118
R2120
Planning Design Construction
Six-Year CIP Projects Schedule
Continued
CIP No Project Title Start Finish FY 2019 FY 2020
Central Area to Otay Mesa Interconnection Pipelines
Combination Air/Vacuum Valve Replacements
7/1/2017 6/30/2021
Lobby Security Enhancements 7/1/2017 6/30/2019
PS - Temporary Lower Otay Pump Station
Redundancy
7/1/2017 6/30/2021
624-3 Reservoir Automation of Chemical Feed System 4/1/2020 6/30/2023
1485-2 Reservoir Interior/Exterior Coating & Upgrades 2/1/2023 6/1/2027
PL - 12-inch, 978 Zone, Hidden Mesa Road 7/1/2017 6/30/2021
458/340 PRS Replacement, 1505 Oleander Ave 7/1/2018 7/1/2021
Vista Diego Hydropneumatic Tank Replacement 7/1/2018 6/30/2022
980-2 PS Surge Tank Interior/Exterior Coating 7/1/2018 6/30/2020
Otay Mesa Rd and Alta Rd Water Appurtenances
Relocations
7/1/2018 6/30/2022
Rolling Hills Hydropneumatic Pump Station Jockey
Pump Replacement
7/1/2018 6/1/2019
Vista Diego Hydropneumatic Pump Station
Replacement
7/1/2018 6/30/2026
Portable Trailer Mounted VFD Pumps 7/1/2018 6/30/2024
Survey Division Field GPS Equipment Replacement 7/1/2018 6/30/2019
Buildings and Grounds Refurbishments 7/1/2018 6/30/2020
980-1 Pump Station Surge Tanks Replacement 7/1/2022 6/30/2024
803-1 Pump Station Surge Tank Replacement 1/1/2022 6/30/2024
Rancho Jamul Hydropneumatic Tank Replacement 7/1/2018 6/30/2023
Rancho Jamul Pump Station Replacement 7/1/2018 6/30/2024
Central Area Cathodic Protection Improvements 7/1/2020 6/30/2023
Otay Mesa Area Cathodic Protection Improvements 7/1/2018 6/30/2021
Rolling Hills Hydropneumatic Tank Interior/Exterior
Coating
7/1/2018 6/30/2022
North District Area Cathodic Protection Improvements 7/1/2019 6/30/2024
RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La
Media
7/1/2004 6/30/2020
RecPS - 944-1 Optimization and Pressure Zone
Modifications
7/1/2013 6/30/2021
HVAC Equipment Purchase 7/1/2018 6/30/2023
Automatic Data Processing 7/1/2018 6/30/2019
RWCWRF Filtered Water Storage Tank
Improvements
7/1/2015 6/30/2021
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
Q1
Warranty
FY 2021 FY 2022 FY 2023 FY 2024
48
Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
R2121
R2123
R2125
R2139
R2143
R2145
R2146
R2147
R2148
R2149
R2150
R2151
S2012
S2024
S2027
S2043
S2044
S2045
S2046
S2047
S2048
S2049
S2050
S2051
S2053
S2054
S2060
S2061
S2065
S2066
S2067
Planning Design Construction
Res - 944-1 Reservoir Cover/Liner Replacement 7/1/2015 6/30/2023
RWCWRF - Filter Troughs Replacement 7/1/2017 6/30/2019
AMR Change Out 1/7/2017 6/30/2020
Repurpose Otay Mesa Recycled Water Lines 7/1/2016 6/30/2023
RecPRS - 927/680 PRS Improvements, Otay Lakes
Road
7/1/2017 6/30/2021
RWCWRF Fuel Lines Replacement 7/1/2018 12/31/2019
Large Meter Replacement - Recycled 7/1/2018 6/30/2023
RWCWRF - Filter Media and Nozzles Replacement 7/1/2018 6/30/2019
Recycled Pipeline Cathodic Protection Improvements 7/1/2018 6/30/2022
RWCWRF - Bulk Chlorine Vapor Scrubber System
Refurbishment
7/1/2018 1/30/2020
San Diego County Sanitation District Outfall and RSD
Outfall Replacement
7/1/2003 6/30/2025
680-1R PS Surge Tank Interior/Exterior Coating 7/1/2018 6/30/2022
RWCWRF - Secondary Chlorine Analyzer and Feed
System
7/1/2018 6/30/2020
RWCWRF Sludge Handling System 7/1/2013 6/30/2027
Campo Road Sewer Main Replacement 7/1/2010 6/30/2020
Rancho San Diego Pump Station Rehabilitation 7/1/2011 6/30/2022
Asset Management - Info Master Sewer
Implementation
7/1/2017 6/30/2019
Trenchless Sewer Rehabilitation 7/1/2016 6/30/2022
Fuerte Drive Sewer Relocation 7/1/2016 6/30/2020
Rancho San Diego Basin Sewer Rehabilitation - Phase
2
7/1/2018 6/30/2024
RWCWRF - Headworks Improvements 7/1/2017 6/30/2020
Hillsdale Road Sewer Repairs 7/1/2016 6/30/2024
Calavo Basin Sewer Rehabilitation - Phase 2 7/1/2016 6/30/2022
Steele Canyon Pump Station Replacement 7/1/2022 6/30/2026
RWCWRF Aeration Controls Consolidation &
Optimization Upgrades (S)
7/1/2017 6/30/2021
RWCWRF - Sedimentation Basins Weirs
Replacement
7/1/2017 6/30/2019
Calavo Basin Sewer Rehabilitation - Phase 3 7/1/2021 6/30/2025
RWCWRF Roofing Replacement and Natural Light
Enhancement
7/1/2018 6/30/2020
RWCWRF - TOC Monitor 7/1/2018 6/30/2019
Rancho San Diego Basin Sewer Rehabilitation - Phase
3
7/1/2021 6/30/2027
Warranty
RWCWRF - Aeration Panels Replacement 7/1/2016 6/30/2022
Six-Year CIP Projects Schedule
Continued
CIP No Project Title Start Finish FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 FY 2024
Q1
49
CIP#Description Cost
Cat. (2)
Funding
Source (3)
FY
2019
FY
2020
FY
2021
FY
2022
FY
2023
FY
2024 Total
P2083 PS - 870-2 Pump Station Replacement M R $ - $ - $ - $ 5,000 $ 5,000 $ - $10,000
P2547 District Administration Vehicle Charging
Stations
M/E B/E 700 700 700 700 700 - 3,500
R2084 RecPL - 20-Inch, 680 Zone, Village 2 -
Heritage/La Media
M E - - 1,900 1,900 1,900 - 5,700
$ 700 $ 700 $ 2,600 $ 7,600 $ 7,600 $ - $19,200
FY
2019
FY
2020
FY
2021
FY
2022
FY
2023
FY
2024 Total
$ 200 $ 200 $ 2,100 $ 7,100 $ 7,100 $ - $16,700
500 500 500 500 500 0 2,500
000000 0
$ 700 $ 700 $ 2,600 $ 7,600 $ 7,600 $ - $19,200
(1)
(2)
(3)
Note:See pages 41-44 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
50
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.
51
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.
52
CIP
No CIP Project Title Page
No. #'s
P2040 Res - 1655-1 Reservoir 0.5 MG 57
P2083 PS - 870-2 Pump Station Replacement 59
P2174 PS - 1090-1 Pump Station Replacement (400 gpm)61
P2282 Vehicle Capital Purchases 63
P2286 Field Equipment Capital Purchases 65
P2382 Safety and Security Improvements 67
P2400 PL - 20-Inch Pipeline Replacement, 711 Zone, Otay Lakes Road - at Santa Paula 69
P2405 PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road 71
P2451 Otay Mesa Desalination Conveyance and Disinfection System 73
P2453 SR-11 Utility Relocations 75
P2460 I.D. 7 Trestle and Pipeline Demolition 77
P2485 SCADA - Infrastructure and Communications Replacement 79
P2494 Multiple Species Conservation Plan 81
P2500 Padre Dam - Otay Interconnection Dehesa Valley 83
P2504 Regulatory Site Access Road and Pipeline Relocation 85
P2507 East Palomar Street Utility Relocation 87
P2508 Pipeline Cathodic Protection Replacement Program 89
P2516 PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 91
P2521 Large Meter Vault Upgrade Program 93
P2529 711-2 Reservoir Interior & Exterior Coating 95
P2530 711-1 Reservoir Interior & Exterior Coating 97
P2531 944-1 Reservoir Interior & Exterior Coating 99
P2532 944-2 Reservoir Interior & Exterior Coating 101
P2533 1200-1 Reservoir Interior & Exterior Coating 103
P2534 978-1 Reservoir Interior & Exterior Coating 105
P2535 458-2 Reservoir Interior & Exterior Coating & Upgrades 107
P2539 South Bay Bus Rapid Transit (BRT) Utility Relocations 109
P2543 850-1 Reservoir Interior/Exterior Coating 111
P2544 850-2 Reservoir Interior/Exterior Coating 113
P2545 980-1 Reservoir Interior Exterior Coating 115
P2546 980-2 Reservoir Interior/Exterior Coating 117
P2547 District Administration Vehicle Charging Stations 119
P2553 Heritage Road Bridge Replacement and Utility Relocation 121
P2555 Administration and Operations Parking Lot Improvements 123
P2557 520 Res Recirculation Pipeline Chemical Supply and Analyzer Feed Replacement 125
P2561 Res - 711-3 Reservoir Cover/Liner Replacement 127
CIP Project Index
53
CIP
No CIP Project Title Page
No. #'s
P2562 Res - 571-1 Reservoir Cover/Liner Replacement 129
P2563 Res - 870-1 Reservoir Cover/Liner Replacement 131
P2565 803-2 Reservoir Interior/Exterior Coating & Upgrades 133
P2566 520-2 Reservoir Interior/Exterior Coating & Upgrades 135
P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades 137
P2571 Datacenter Network- Data, Storage, and Infrastructure Enhancements 139
P2572 Enterprise Resource Planning (ERP) Replacement 141
P2573 PL - 12-Inch Pipeline Replacement, 803 Zone, Hillsdale Road 143
P2574 PL - 12-Inch Pipeline Replacement, 978 Zone, Vista Vereda 145
P2578 PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm 147
P2584 Res - 657-1 and 657-2 Reservoir Demolitions 149
P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades 151
P2594 Large Meter Replacement 153
P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way 155
P2604 AMR Change Out 157
P2605 458/340 PRS Replacement, 1571 Melrose Ave 159
P2607 Douglas Ave SWA and OWD Interconnection Upgrade 161
P2608 PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple 163
P2609 PL - 8-inch, 1004 Zone, Eucalyptus St, Coronado/Date/La Mesa 165
P2610 Valve Replacement Program - Phase 1 167
P2611 Quarry Road Bridge Replacement and Utility Relocation 169
P2612 PL - 12-inch, 711 Zone, Pas de Luz/Telegraph Canyon Rd 171
P2614 485-1 Reservoir Interior/Exterior Coating 173
P2615 PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande 175
P2616 PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Dr/Vista Sierra Dr 177
P2617 Lobby Security Enhancements 179
P2619 PS - Temporary Lower Otay Pump Station Redundancy 181
P2623 Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum
Valve Replacements
183
P2625 PL - 12-inch, 978 Zone, Hidden Mesa Road 185
P2627 458/340 PRS Replacement, 1505 Oleander Ave 187
P2630 624-3 Reservoir Automation of Chemical Feed System 189
P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades 191
P2633 Otay Mesa Rd and Alta Rd Water Appurtenances Relocations 193
P2634 Rolling Hills Hydropneumatic Pump Station Jockey Pump Replacement 195
P2635 Vista Diego Hydropneumatic Tank Replacement 197
CIP Project Index
54
CIP
No CIP Project Title Page
No. #'s
P2636 980-2 PS Surge Tank Interior/Exterior Coating 199
P2637 Survey Division Field GPS Equipment Replacement 201
P2638 Buildings and Grounds Refurbishments 203
P2639 Vista Diego Hydropneumatic Pump Station Replacement 205
P2640 Portable Trailer Mounted VFD Pumps 207
P2641 Rancho Jamul Hydropneumatic Tank Replacement 209
P2642 Rancho Jamul Pump Station Replacement 211
P2643 980-1 Pump Station Surge Tanks Replacement 213
P2644 803-1 Pump Station Surge Tank Replacement 215
P2645 Rolling Hills Hydropneumatic Tank Interior/Exterior Coating 217
P2646 North District Area Cathodic Protection Improvements 219
P2647 Central Area Cathodic Protection Improvements 221
P2648 Otay Mesa Area Cathodic Protection Improvements 223
P2649 HVAC Equipment Purchase 225
P2651 Automatic Data Processing 227
R2084 RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media 229
R2110 RecPS - 944-1 Optimization and Pressure Zone Modifications 231
R2116 RecPL - 14-Inch, 927 Zone, Force Main Improvements 233
R2118 Steele Canyon Sewer PS Large Solids Handling Improvements 235
R2120 RWCWRF Filtered Water Storage Tank Improvements 237
R2121 Res - 944-1 Reservoir Cover/Liner Replacement 239
R2123 Repurpose Otay Mesa Recycled Water Lines 241
R2125 RecPRS - 927/680 PRS Improvements, Otay Lakes Road 243
R2139 RWCWRF - Filter Troughs Replacement 245
R2143 AMR Change Out 247
R2145 RWCWRF - Filter Media and Nozzles Replacement 249
R2146 Recycled Pipeline Cathodic Protection Improvements 251
R2147 RWCWRF Fuel Lines Replacement 253
R2148 Large Meter Replacement - Recycled 255
R2149 680-1R PS Surge Tank Interior/Exterior Coating 257
R2150 RWCWRF - Secondary Chlorine Analyzer and Feed System 259
R2151 RWCWRF - Bulk Chlorine Vapor Scrubber System Refurbishment 261
S2012 San Diego County Sanitation District Outfall and RSD Outfall Replacement 263
S2024 Campo Road Sewer Main Replacement 265
S2027 Rancho San Diego Pump Station Rehabilitation 267
S2043 RWCWRF Sludge Handling System 269
CIP Project Index
55
CIP
No CIP Project Title Page
No. #'s
S2044 Trenchless Sewer Rehabilitation 271
S2045 Fuerte Drive Sewer Relocation 273
S2046 RWCWRF - Aeration Panels Replacement 275
S2047 Asset Management - Info Master Sewer Implementation 277
S2048 Hillsdale Road Sewer Repairs 279
S2049 Calavo Basin Sewer Rehabilitation - Phase 2 281
S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 283
S2051 RWCWRF - Headworks Improvements 285
S2053 RWCWRF - Sedimentation Basins Weirs Replacement 287
S2054 Calavo Basin Sewer Rehabilitation - Phase 3 289
S2060 Steele Canyon Pump Station Replacement 291
S2061 RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S)293
S2065 RWCWRF - TOC Monitor 295
S2066 Rancho San Diego Basin Sewer Rehabilitation - Phase 3 297
S2067 RWCWRF Roofing Replacement and Natural Light Enhancement 299
CIP Project Index
56
P2040Res - 1655-1 Reservoir 0.5 MG
Kevin Cameron
8/19/1992
5
3
$3,400,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for construction of a 0.5 million gallon reservoir and approximately 1,500 feet of 12-inch pipeline to connect to the existing system at Prisilla 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 isn't 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:
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 $1.2 Million 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.
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
2019 2020 2021 2022 2023 2024 Total
$5 $10 $150 $880 $1,250 $585 $3,400
PRIOR YEARS:
TOTAL
$520
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
57
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
$160
$870
PROJECT PHASE:
7/1/2022 3/29/2024 $2,370
PROJECT LOCATION:OWD Map Book:310
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
58
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:
Increased overall CIP budget $200K for FY 2019 budget cycle 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
2019 2020 2021 2022 2023 2024 Total
$7,900 $4,700 $46 $2 $2 $0 $18,950
PRIOR YEARS:
TOTAL
$6,300
59
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
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $5,000 $5,000 $0 $10,000
$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:4/12/2018Jolene Fielding
60
P2174PS - 1090-1 Pump Station Replacement (400 gpm)
Jeff Marchioro
5/23/2016
P2176
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 Pump Station which serves the small 1090 Pressure Zone containing approximately thirty-two (32) potable meters and eight (8) hydrants. Improvements to the Pump Station will include a fire pump (1,500 gpm) and modifications to allow this Station to function with closed zone capability in the event that the 1090-1 Reservoir is out for inspection, maintenance, or repairs.
JUSTIFICATION OF PROJECT:
The existing Pump Station, originally constructed in 1962, has reached the end of its useful life.
COMMENTS:
Long duration 1090-1 Reservoir maintenance projects may be facilitated by the procurement of a Portable Trailer Mounted VFD Pump (CIP P2640).
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$150 $200 $1,100 $1,000 $45 $0 $2,500
PRIOR YEARS:
TOTAL
$5
61
P2174
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2017 4/30/2019
5/1/2019 4/30/2020
$150
$300
PROJECT PHASE:
5/1/2020 6/30/2023 $2,050
PROJECT LOCATION:OWD Map Book:320
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
62
P2282Vehicle Capital Purchases
Doug Rahders
6/3/1996
0
1
$5,928,000
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
2019 2020 2021 2022 2023 2024 Total
$520 $254 $300 $296 $250 $250 $5,928
PRIOR YEARS:
TOTAL
$4,058
63
P2282
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
12/1/2000 6/30/2028 $5,928
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
64
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 $1,746,000 to $2,250,000 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
2019 2020 2021 2022 2023 2024 Total
$363 $155 $60 $60 $63 $60 $2,236
PRIOR YEARS:
TOTAL
$1,475
65
P2286
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/1996 6/30/2025 $2,250
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
66
P2382Safety and Security Improvements
Kent Payne
6/5/2002
0
1
$3,251,000
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 installation and replacement of the physical security burglar alarm systems to Digital Monitoring Systems
(DMP) and associated security components at 23 District facilities. This is to ready sites for enterprise security and access
control management software "ENTRE."
JUSTIFICATION OF PROJECT:
This project is to improve the security of the Otay Water District facilities by installing and upgrading the hardware and software
required to provide access control management, intrusion detection and response, and to ready the facilities for future evaluation
of video camera verification systems.
Although existing facilities are relatively safe and secure, the federal government has recommended that security to water
systems be improved.
COMMENTS:
FY 2018 includes $150K to extend access controls and security enhancements to additional facilities on a per project basis.
$325K is earmarked in FY 2018 and FY 2019 to address security items identified in the RWCWRF Master Plan including laser
scan security system with cameras.
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
2019 2020 2021 2022 2023 2024 Total
$224 $0 $0 $0 $0 $0 $3,251
PRIOR YEARS:
TOTAL
$3,027
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
67
P2382
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2002 6/30/2019
9/1/2003 6/30/2019
$0
$0
PROJECT PHASE:
1/1/2004 6/30/2019 $3,251
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2018Bob Kennedy
68
P2400PL - 20-Inch Pipeline Replacement, 711 Zone, Otay Lakes Road -
at Santa Paula
Jeff Marchioro
5/23/2016
1
2
$2,280,000
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 3,700 feet of 16-inch asbestos concrete water main in Otay Lakes Road at Santa Paula.
JUSTIFICATION OF PROJECT:
The existing water main bottlenecks from 20-inch down to 16-inch. The existing 16-inch pipe causes high head loss at peak flow limiting the amount of water that can be delivered. The upsizing is needed to meet future anticipated demand. The timing of the project aligns with the development and related demand increases.
COMMENTS:
Overall budget increased in FY 2018 to match 2015 Water Facilities Master Plan (WFMP) Update.
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
2019 2020 2021 2022 2023 2024 Total
$0 $0 $150 $350 $900 $880 $2,280
PRIOR YEARS:
TOTAL
$0
69
P2400
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 6/30/2021
7/1/2020 6/30/2021
$150
$350
PROJECT PHASE:
7/1/2021 6/30/2024 $1,780
PROJECT LOCATION:OWD Map Book:130
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
70
P2405PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road
Kevin Cameron
5/23/2016
2
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 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. Construction of a pressure reducing station 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. The developer is paying for the replacement and the District is paying for the cost to upsize the pipe.
COMMENTS:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Betterment ID 22 0 %100 %0 %0 %100 %
TOTAL:0 %100 %0 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$5 $5 $50 $500 $85 $5 $650
PRIOR YEARS:
TOTAL
$0
71
P2405
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 6/30/2017
7/1/2017 10/31/2021
$5
$100
PROJECT PHASE:
11/1/2021 6/30/2024 $545
PROJECT LOCATION:OWD Map Book:51
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
72
P2451Otay Mesa Desalination Conveyance and Disinfection System
Bob Kennedy
5/23/2006
P2083
2
2
$30,000,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
The Otay Water District 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 Otay Water District.
COMMENTS:
Original Budget amount approved 5/23/2006 for $1,000,000. Budget increase approved 6/25/2008 to $5,000,000. On 5/21/2009, the Budget was increased to $30,000,000 ($1,000,000 for UV Treatment, $9,000,000 for Pump Station, and $20,000,000 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
2019 2020 2021 2022 2023 2024 Total
$10 $10 $10 $10 $10 $100 $3,975
PRIOR YEARS:
TOTAL
$3,825
73
P2451
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2006 6/30/2024
7/1/2024 6/30/2026
$4,100
$4,000
PROJECT PHASE:
7/1/2026 6/30/2029 $21,900
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/16/2018Jolene Fielding
74
P2453 SR-11 Utility Relocations
Jeff Marchioro
5/23/2006
2
1
$4,000,000
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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$25 $50 $375 $800 $800 $100 $4,000
PRIOR YEARS:
TOTAL
$1,850
75
P2453
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2006 6/30/2022
7/1/2009 6/30/2024
$50
$500
PROJECT PHASE:
1/8/2014 6/30/2024 $3,450
PROJECT LOCATION:OWD Map Book:5
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
76
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:
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
2019 2020 2021 2022 2023 2024 Total
$20 $80 $485 $10 $0 $0 $600
PRIOR YEARS:
TOTAL
$5
77
P2460
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 1/31/2019
2/1/2019 8/31/2020
$10
$155
PROJECT PHASE:
9/1/2020 6/30/2022 $435
PROJECT LOCATION:OWD Map Book:71
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
78
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:
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 2021:FY 2018 ($85K)FY 2019 ($84K)FY 2020 ($85K)FY 2021 ($24K)
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$162 $85 $85 $85 $56 $0 $2,428
PRIOR YEARS:
TOTAL
$1,955
79
P2485
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2009 6/30/2023 $2,428
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/17/2018Jolene Fielding
80
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 plan to streamline the environmental permitting processes for the Capital Improvement Program projects to be constructed.
JUSTIFICATION OF PROJECT:
The project will save time and money when compared to environmental permitting each Capital Improvement Program project individually.
COMMENTS:
An additional $50,000 is requested to be added to the budget in order to complete the Habitat Conservation 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
2019 2020 2021 2022 2023 2024 Total
$50 $30 $0 $0 $0 $0 $1,000
PRIOR YEARS:
TOTAL
$920
81
P2494
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2009 6/30/2020 $1,000
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
82
P2500Padre Dam - Otay Interconnection Dehesa Valley
Jeff Marchioro
5/24/2017
5
1
$240,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Add an interconnection of the potable water system with Padre Dam MWD to provide a redundant supply to the District's most northeastern areas in the event of an emergency. The facility will include a meter, vault, telemetry, and other interconnection appurtenances.
JUSTIFICATION OF PROJECT:
Adds a redundant water supply to the District in the event of an emergency. The District currently does not have a redundant service connection for serving the Dehesa Valley area of the District. The interconnection is the most cost effective alternative. The other alternative would be to build a pipeline to this area, which is cost prohibitive.
COMMENTS:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Betterment ID 22 0 %69 %0 %0 %69 %
Expansion 31 %0 %0 %0 %31 %
TOTAL:31 %69 %0 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$5 $5 $60 $5 $5 $60 $140
PRIOR YEARS:
TOTAL
$0
83
P2500
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2017 6/30/2022
7/1/2017 6/30/2022
$10
$60
PROJECT PHASE:
7/1/2022 6/30/2025 $170
PROJECT LOCATION:OWD Map Book:381
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
84
P2504Regulatory Site Access Road and Pipeline Relocation
Kevin Cameron
5/17/2010
P2466
5
1
$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 to improve the existing access road from the proposed sheriff's substation site to the Regulatory Reservoir Site.
JUSTIFICATION OF PROJECT:
Improving the existing access road will provide for increased safety and all weather permanent access to the Regulatory Reservoir Site.
COMMENTS:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %50 %0 %50 %
Betterment ID 22 0 %50 %0 %0 %50 %
TOTAL:0 %50 %50 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$5 $5 $1 $1 $1 $10 $354
PRIOR YEARS:
TOTAL
$331
85
P2504
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2010 9/1/2010
10/1/2010 12/31/2017
$195
$275
PROJECT PHASE:
1/1/2018 6/30/2025 $430
PROJECT LOCATION:OWD Map Book:331
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:1/19/2018Kevin Cameron
86
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:
Project budget reduced $150K in FY 2018.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$5 $5 $0 $0 $0 $0 $735
PRIOR YEARS:
TOTAL
$725
87
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 6/30/2020 $485
PROJECT LOCATION:OWD Map Book:80
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
88
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 District's existing 1980 era 14-inch Forcemain, 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:
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
2019 2020 2021 2022 2023 2024 Total
$542 $0 $0 $0 $0 $0 $1,250
PRIOR YEARS:
TOTAL
$708
89
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 6/30/2019 $780
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/18/2018Jolene Fielding
90
P2516PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage
Jeff Marchioro
5/23/2016
3
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 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 District if they were to fail. This project will relocate the pipeline from yards to the streets.
COMMENTS:
Overall project budget increased in FY 2018 to match 2015 Water Facilities Master Plan.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $75 $400 $425 $900
PRIOR YEARS:
TOTAL
$0
91
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
$100
PROJECT PHASE:
7/1/2023 6/30/2024 $725
PROJECT LOCATION:OWD Map Book:301
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:1/25/2018Jeff Marchioro
92
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 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 create 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:
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 4 years, starting in FY 2017. 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.
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
2019 2020 2021 2022 2023 2024 Total
$25 $100 $100 $50 $0 $0 $620
PRIOR YEARS:
TOTAL
$345
93
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:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Bob Kennedy
94
P2529711-2 Reservoir Interior & Exterior Coating
Kevin Cameron
6/3/2015
P2530
1
2
$820,000
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 coating of the 711-2 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 2011 Cathodic Assessment Report, the 711-2 Reservoir interior and exterior coatings are in relatively poor condition and are in need of replacement.
COMMENTS:
Budget decreased from $840K to $820K in FY 2019.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$5 $5 $7 $0 $0 $0 $820
PRIOR YEARS:
TOTAL
$803
95
P2529
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
6/1/2015 8/31/2015
9/1/2015 12/31/2015
$20
$35
PROJECT PHASE:
1/1/2016 12/31/2021 $765
PROJECT LOCATION:OWD Map Book:131
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/16/2018Jolene Fielding
96
P2530711-1 Reservoir Interior & Exterior Coating
Kevin Cameron
6/3/2015
P2529
1
2
$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 coating of the 711-1 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 711-1 Reservoir interior and exterior coatings are in relatively poor condition 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
2019 2020 2021 2022 2023 2024 Total
$5 $5 $15 $0 $0 $0 $980
PRIOR YEARS:
TOTAL
$955
97
P2530
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
6/1/2015 8/31/2015
9/1/2015 12/31/2015
$20
$35
PROJECT PHASE:
1/1/2016 12/31/2021 $925
PROJECT LOCATION:OWD Map Book:131
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
98
P2531944-1 Reservoir Interior & Exterior Coating
Kevin Cameron
5/19/2014
P2532
5
1
$345,000
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 coating of the 944-1 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 944-1 Reservoir interior and exterior coatings are in relatively poor condition and are in need of replacement.
COMMENTS:
Budget decreased from $410K to $345K in FY 2018.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$5 $5 $10 $0 $0 $0 $345
PRIOR YEARS:
TOTAL
$325
99
P2531
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
5/1/2014 6/30/2014
7/1/2014 12/30/2014
$10
$30
PROJECT PHASE:
12/31/2014 6/29/2021 $305
PROJECT LOCATION:OWD Map Book:322
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
100
P2532944-2 Reservoir Interior & Exterior Coating
Kevin Cameron
5/19/2014
P2531
5
2
$960,000
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 coating of the 944-2 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 2011 Cathodic Assessment Report, the 944-2 Reservoir interior and exterior coatings are in relatively poor condition and are in need of replacement.
COMMENTS:
Budget decreased from $1.05M to $960K in FY 2018.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$5 $5 $5 $0 $0 $0 $960
PRIOR YEARS:
TOTAL
$945
101
P2532
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
5/1/2014 6/30/2014
7/1/2014 10/31/2014
$10
$45
PROJECT PHASE:
12/31/2014 6/29/2021 $905
PROJECT LOCATION:OWD Map Book:322
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
102
P25331200-1 Reservoir Interior & Exterior Coating
Kevin Cameron
6/3/2015
5
2
$810,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the interior and exterior coating 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:
Budget increased from $565K to $810K in FY 2018 to reflect latest bid results and include structural improvements required 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
2019 2020 2021 2022 2023 2024 Total
$5 $25 $755 $5 $12 $0 $810
PRIOR YEARS:
TOTAL
$8
103
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 6/3/2021
$20
$60
PROJECT PHASE:
6/4/2020 6/30/2023 $730
PROJECT LOCATION:OWD Map Book:369
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
104
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 coating 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:
Budget decreased from $715K to $650K in FY 2018.
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
2019 2020 2021 2022 2023 2024 Total
$5 $5 $25 $20 $0 $0 $650
PRIOR YEARS:
TOTAL
$595
105
P2534
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
6/2/2016 7/29/2016
8/1/2016 10/5/2016
$10
$60
PROJECT PHASE:
10/6/2016 9/30/2022 $580
PROJECT LOCATION:OWD Map Book:378
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
106
P2535458-2 Reservoir Interior & Exterior Coating & Upgrades
Kevin Cameron
5/15/2012
2
2
$810,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the interior and exterior coating of the 458-2 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 2011 Cathodic Assessment Report, the 458-2 Reservoir interior coating is in relatively poor condition and is in need of replacement. The exterior coating on the roof is failing and in need of replacement.
COMMENTS:
Budget decreased from $885K to $810K in FY 2018.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$5 $5 $10 $0 $0 $0 $810
PRIOR YEARS:
TOTAL
$790
107
P2535
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
6/1/2013 9/30/2013
10/1/2013 12/31/2014
$10
$65
PROJECT PHASE:
1/1/2015 6/29/2021 $735
PROJECT LOCATION:OWD Map Book:66
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/17/2018Jolene Fielding
108
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 OWD facilities in streets in Chula Vista. Engineering/staff time will be needed to review the design drawings and identify any OWD facilities which will need relocation or vertical adjustment. A construction budget is also needed for the work in relocating and adjusting these facilities.
COMMENTS:
Budget increased from $940K to $1.09M in FY 2018 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
2019 2020 2021 2022 2023 2024 Total
$45 $60 $60 $0 $0 $0 $1,090
PRIOR YEARS:
TOTAL
$925
109
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 6/30/2021 $970
PROJECT LOCATION:OWD Map Book:80-82, 97-99, 113 &
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:1/19/2018Kevin Cameron
110
P2543850-1 Reservoir Interior/Exterior Coating
Kevin Cameron
6/3/2015
3
2
$875,000
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 coating 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 life and are in need of replacement.
COMMENTS:
Budget increased from $575K to $875K in FY 2018 to reflect recent bid prices and anticipated structural repairs that have been encountered on many of the 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
2019 2020 2021 2022 2023 2024 Total
$5 $595 $225 $5 $35 $0 $875
PRIOR YEARS:
TOTAL
$10
111
P2543
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/2/2017 7/28/2017
7/31/2017 10/31/2017
$20
$65
PROJECT PHASE:
11/1/2017 12/31/2023 $790
PROJECT LOCATION:OWD Map Book:304
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
112
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 coating 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 life and are in need of replacement.
COMMENTS:
Budget decreased from $1.07M to $980K in FY 2018 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
2019 2020 2021 2022 2023 2024 Total
$5 $5 $25 $152 $0 $0 $980
PRIOR YEARS:
TOTAL
$793
113
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 12/31/2022 $895
PROJECT LOCATION:OWD Map Book:317
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/17/2018Jolene Fielding
114
P2545980-1 Reservoir Interior Exterior Coating
Kevin Cameron
6/3/2015
P2546
5
2
$1,215,000
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 coating of the 980-1 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 980-1 Reservoir interior and exterior coatings are nearing the end of their useful life 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
2019 2020 2021 2022 2023 2024 Total
$5 $5 $15 $0 $0 $0 $1,215
PRIOR YEARS:
TOTAL
$1,190
115
P2545
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/1/2015 6/30/2015
7/1/2015 2/29/2016
$10
$85
PROJECT PHASE:
3/1/2016 12/31/2021 $1,120
PROJECT LOCATION:OWD Map Book:172
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/17/2018Jolene Fielding
116
P2546980-2 Reservoir Interior/Exterior Coating
Kevin Cameron
6/3/2015
P2545
5
2
$1,690,000
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 coating 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 life 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
2019 2020 2021 2022 2023 2024 Total
$695 $5 $30 $50 $0 $0 $1,690
PRIOR YEARS:
TOTAL
$910
117
P2546
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 10/3/2018
$20
$60
PROJECT PHASE:
10/4/2018 6/30/2022 $1,610
PROJECT LOCATION:OWD Map Book:172
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/16/2018Bob Kennedy
118
P2547District Administration Vehicle Charging Stations
Kevin Cameron
5/19/2014
3
1
$125,000
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 four (4) electric vehicle charging stations at the lower Administration parking lot.
JUSTIFICATION OF PROJECT:
Alternative fueled vehicles are becoming more common, with electric only vehicles making up a significant portion of these. To support the needs of these vehicles and their limited driving range, the District proposes installing vehicle charging stations to allow employees to consider using for their commute.
COMMENTS:
$1K Permit$81K Engineer's Estimate$14K Design Fee$29K Staff time, inspection and contingency
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Expansion 31 %0 %0 %0 %31 %
Betterment ID 22 0 %69 %0 %0 %69 %
TOTAL:31 %69 %0 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$5 $5 $40 $0 $0 $0 $125
PRIOR YEARS:
TOTAL
$75
119
P2547
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2014 6/30/2015
7/1/2015 12/31/2016
$2
$35
PROJECT PHASE:
1/1/2017 9/30/2021 $88
PROJECT LOCATION:OWD Map Book:318
2019 2020 2021 2022 2023 2024 Total
$200 $200 $200 $200 $200 $0 $1,000
$500 $500 $500 $500 $500 $0 $2,500
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
120
P2553Heritage Road Bridge Replacement and Utility Relocation
Kevin Cameron
6/3/2015
2
2
$1,430,000
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 Sleep-Train Amphitheatre and Aquatica SeaWorld’s 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 District has requested the City 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:
Budget increased from $1.2M to $1.43M to reflect latest projected costs and scope of work.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$80 $120 $250 $755 $150 $50 $1,430
PRIOR YEARS:
TOTAL
$25
121
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 3/7/2020
$50
$385
PROJECT PHASE:
3/8/2020 6/30/2024 $995
PROJECT LOCATION:OWD Map Book:50 & 51
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
122
P2555Administration and Operations Parking Lot Improvements
Kevin Cameron
6/3/2015
3
2
$985,000
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:
Increased FY 2018 budget by $225,000 for repaving, striping, motorized gate, and canopies for the operations yard. Increase FY 2019 budget for lighting improvements for operations garage and workshop, larger canopy, current bidding environment.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$25 $25 $230 $0 $0 $0 $985
PRIOR YEARS:
TOTAL
$705
123
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 6/30/2019 $810
PROJECT LOCATION:OWD Map Book:318
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
124
P2557520 Res Recirculation Pipeline Chemical Supply and Analyzer
Feed Replacement Project
Stephen Beppler
6/3/2015
5
1
$125,000
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 existing chemical feed lines that are cast/black iron and need to be replaced with new CPVC chemical feed lines. Other miscellaneous improvements needed include ammonia storage ventilation and injection vault upgrades. Length approximately 150 feet.
JUSTIFICATION OF PROJECT:
The existing chemical feed lines for the 520 Reservoir are experiencing deterioration and not designed to current code for providing chemical containment.
COMMENTS:
FY 2019 - Overall budget increased from $100K to $125K to reflect construction costs higher than projected. Complete design and beginning of construction of replacement ammonia feed lines proposed in FY 2018 with construction to be completed in FY 2019.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$60 $0 $0 $0 $0 $0 $125
PRIOR YEARS:
TOTAL
$65
125
P2557
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2015 6/30/2016
4/1/2016 12/30/2016
$10
$35
PROJECT PHASE:
1/2/2017 6/30/2019 $80
PROJECT LOCATION:OWD Map Book:343
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
126
P2561Res - 711-3 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
5
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 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:
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
2019 2020 2021 2022 2023 2024 Total
$2,045 $75 $10 $0 $0 $0 $2,150
PRIOR YEARS:
TOTAL
$20
127
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
$90
PROJECT PHASE:
2/15/2019 6/30/2021 $2,050
PROJECT LOCATION:OWD Map Book:159
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/23/2018Bob Kennedy
128
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:
Project budget revised from $2.6M to $2.9M during FY 2018 budget process 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
2019 2020 2021 2022 2023 2024 Total
$170 $30 $0 $0 $0 $0 $2,900
PRIOR YEARS:
TOTAL
$2,700
129
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 6/30/2020 $2,845
PROJECT LOCATION:OWD Map Book:55
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
130
P2563Res - 870-1 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
2
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 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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$1 $10 $90 $896 $0 $0 $1,000
PRIOR YEARS:
TOTAL
$3
131
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
$100
PROJECT PHASE:
10/1/2020 6/30/2022 $890
PROJECT LOCATION:OWD Map Book:55
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
132
P2565803-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
6/3/2015
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 the interior and exterior coating 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 life and in need of replacement.
COMMENTS:
Budget increased in FY 2018 from $725K to $940K to reflect recent bid prices and anticipated structural repairs that have been encountered on many of the tanks recently recoated. Budget increased in FY 2019 from $940K to $1.0M, 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
2019 2020 2021 2022 2023 2024 Total
$755 $205 $5 $30 $5 $0 $1,000
PRIOR YEARS:
TOTAL
$0
133
P2565
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/1/2019 6/30/2019
7/1/2019 10/2/2019
$20
$70
PROJECT PHASE:
10/3/2019 6/30/2023 $910
PROJECT LOCATION:OWD Map Book:357
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
134
P2566520-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
6/3/2015
5
3
$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 interior and exterior coating of the 520-2 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 520-2 Reservoir interior and exterior coatings are at the end of their useful life and in need of replacement.
COMMENTS:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$10 $10 $1,030 $350 $35 $65 $1,500
PRIOR YEARS:
TOTAL
$0
135
P2566
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/3/2020 6/30/2020
7/1/2020 10/7/2021
$20
$70
PROJECT PHASE:
10/8/2021 6/30/2024 $1,410
PROJECT LOCATION:OWD Map Book:343
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
136
P25671004-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
6/3/2015
3
3
$905,000
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 coating 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 life and in need of replacement.
COMMENTS:
Budget increased from $565K to $905K in FY 2018 to reflect recent bid prices and anticipated structural repairs that have been encountered on many of the 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
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $20 $780 $105 $905
PRIOR YEARS:
TOTAL
$0
137
P2567
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/4/2022 6/30/2022
7/1/2022 10/5/2022
$20
$60
PROJECT PHASE:
10/6/2022 6/30/2024 $825
PROJECT LOCATION:OWD Map Book:316
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
138
P2571Datacenter 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 District’s 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 (SAN) will not be supported as of Fiscal Year 2020 and require 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 4 to 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. District operations depends 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
2019 2020 2021 2022 2023 2024 Total
$100 $100 $0 $0 $0 $0 $200
PRIOR YEARS:
TOTAL
$0
139
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:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
140
P2572Enterprise Resource Planning (ERP) Replacement
Michael Kerr
6/3/2015
0
3
$500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement of 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 District's overall growth.
COMMENTS:
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 Eden Financials for over 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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$0 $0 $250 $250 $0 $0 $500
PRIOR YEARS:
TOTAL
$0
141
P2572
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2020 6/30/2022 $500
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
142
P2573PL - 12-Inch Pipeline Replacement, 803 Zone, Hillsdale Road
Stephen Beppler
5/23/2016
P2574
5
1
$2,450,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project 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 of the original four miles of thin wall steel pipe have been already replaced through 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:
Design to be completed in FY 2017 and constructed in FY 2018. Construction of 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 to also reflect jump in bid prices experienced in early 2017.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$20 $0 $0 $0 $0 $0 $2,450
PRIOR YEARS:
TOTAL
$2,430
143
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 3/1/2019 $2,185
PROJECT LOCATION:OWD Map Book:356
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:2/8/2018Steve Beppler
144
P2574PL - 12-Inch Pipeline Replacement, 978 Zone, Vista Vereda
Stephen Beppler
5/23/2016
P2573, P2615, P2616, P2625
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:
This project is for the replacement of approximately 0.5 miles of 12-inch potable water main within the 978 Pressure Zones 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 PS 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 of the original four miles of thin wall steel pipe have been already 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 $2.0M. New water line for transmission purposes being constructed in Hidden Mesa Dr under CIP P2625. Other 1960s era steel pipe replacement projects include P2615 for Vista Grande and P2616 for Pence Drive.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$500 $1,150 $10 $0 $0 $0 $2,000
PRIOR YEARS:
TOTAL
$340
145
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 $1,600
PROJECT LOCATION:OWD Map Book:368, 369, 378
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
146
P2578PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm
Jeff Marchioro
5/23/2016
P2473
1
2
$10,000,000
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 isn't 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:
Overall project budget increased to match 2015 Water Facilities Master Plan Update.
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
2019 2020 2021 2022 2023 2024 Total
$0 $0 $50 $300 $4,200 $5,450 $10,000
PRIOR YEARS:
TOTAL
$0
147
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
$900
PROJECT PHASE:
10/1/2022 6/30/2024 $9,000
PROJECT LOCATION:OWD Map Book:114
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
148
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 $0 $1
PRIOR YEARS:
TOTAL
$0
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
149
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:7/10/2018Bob Kennedy
150
P2593458-1 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
5/23/2016
2
2
$840,000
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 coating 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 life and in need of replacement.
COMMENTS:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$0 $0 $10 $680 $100 $50 $840
PRIOR YEARS:
TOTAL
$0
151
P2593
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
2/1/2021 6/30/2021
7/1/2021 10/29/2021
$10
$50
PROJECT PHASE:
11/1/2021 6/30/2024 $780
PROJECT LOCATION:OWD Map Book:66
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
152
P2594Large Meter Replacement
Andrea Carey
5/23/2016
0
1
$625,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is 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.
Large meters typically have a life cycle of 5-7 years. Based on prior replacements, staff anticipates another round of replacements beginning in FY 2024. This includes 3-10-inch meters (approx. $20,000 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
2019 2020 2021 2022 2023 2024 Total
$95 $0 $0 $0 $0 $140 $625
PRIOR YEARS:
TOTAL
$390
153
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 6/30/2024 $625
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/18/2018Jolene Fielding
154
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 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 Pressure Zone.
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
2019 2020 2021 2022 2023 2024 Total
$1 $1 $1 $1 $146 $0 $150
PRIOR YEARS:
TOTAL
$0
155
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 6/30/2023 $150
PROJECT LOCATION:OWD Map Book:82
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
156
P2604AMR Change Out
Andrea Carey
1/7/2017
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 District's highest users of 3/4-2-inch. In addition, implement cellular reading technology for District's temporary meters.
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. Otay has approx. 15,000 of these in the ground and will need to make arrangements to change out prior to original planned change out at year 11. In addition, 2005-2008 installed registers will also need to be changed out at year 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 7 years. Now the total program budget is estimated to be $6.8M (recycled and potable).
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 temp meters in FY 2019. The temporary cellular technology cost is estimated to be $75,000.
COMMENTS:
In FY 2025, program will resume replacing all meters and registers. Plan to expand the program to a 10 year change-out program for registers and 20 year program for meters (with exception of high users which will have full meter change-out every 10 years) at that time.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$1,800 $1,300 $0 $0 $0 $0 $6,290
PRIOR YEARS:
TOTAL
$3,190
157
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 6/30/2020 $6,290,000
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
158
P2605458/340 PRS Replacement, 1571 Melrose Ave
Jeff Marchioro
5/24/2017
AA-3
2
2
$325,000
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/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:
Project redefined and estimate has been updated.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$75 $247 $0 $0 $0 $0 $325
PRIOR YEARS:
TOTAL
$3
159
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
$73
PROJECT PHASE:
7/1/2019 6/30/2020 $250
PROJECT LOCATION:OWD Map Book:065
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/18/2018Jolene Fielding
160
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 with a new 8-inch PRV. Interconnection is a one-way feed from Otay 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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$37 $10 $0 $0 $0 $0 $50
PRIOR YEARS:
TOTAL
$3
161
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
7/1/2017 9/30/2018
$3
$7
PROJECT PHASE:
7/1/2018 6/30/2020 $40
PROJECT LOCATION:OWD Map Book:095
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/23/2018Bob Kennedy
162
P2608PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple
Kevin Cameron
5/24/2017
3
2
$450,000
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.
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:
Issue discovered during modeling of moving the 657 PZ to the 640 PZ.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Betterment ID 22 0 %50 %0 %0 %50 %
Replacement 0 %0 %50 %0 %50 %
TOTAL:0 %50 %50 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$40 $350 $60 $0 $0 $0 $450
PRIOR YEARS:
TOTAL
$0
163
P2608
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
$10
$50
PROJECT PHASE:
7/1/2019 6/30/2021 $390
PROJECT LOCATION:OWD Map Book:303
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
164
P2609PL - 8-inch, 1004 Zone, Eucalyptus St, Coronado/Date/La Mesa
Kevin Cameron
5/24/2017
3
2
$540,000
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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$10 $65 $405 $60 $0 $0 $540
PRIOR YEARS:
TOTAL
$0
165
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 6/30/2020
$10
$65
PROJECT PHASE:
7/1/2020 6/30/2022 $465
PROJECT LOCATION:OWD Map Book:317
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Jolene Fielding
166
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 20 valves.
JUSTIFICATION OF PROJECT:
Working isolation valves are vital to the efficient operation of the water system.
COMMENTS:
Increased overall budget from $150K to $275K in FY 2019 budget cycle to reflect increase in recent bids received from Helix WD 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
2019 2020 2021 2022 2023 2024 Total
$95 $150 $25 $0 $0 $0 $275
PRIOR YEARS:
TOTAL
$5
167
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
7/1/2017 6/30/2019
$5
$25
PROJECT PHASE:
7/1/2017 6/30/2021 $245
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
168
P2611Quarry Road Bridge Replacement and Utility Relocation
Kevin Cameron
5/24/2017
3
2
$1,000,000
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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$10 $160 $425 $350 $50 $0 $1,000
PRIOR YEARS:
TOTAL
$5
169
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
$5
$70
PROJECT PHASE:
7/1/2020 12/31/2023 $925
PROJECT LOCATION:OWD Map Book:197
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
170
P2612PL - 12-inch, 711 Zone, Pas 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
2019 2020 2021 2022 2023 2024 Total
$10 $85 $390 $15 $0 $0 $500
PRIOR YEARS:
TOTAL
$0
171
P2612
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
$5
$95
PROJECT PHASE:
7/1/2019 12/31/2022 $400
PROJECT LOCATION:OWD Map Book:096
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
172
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 coating 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 life 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
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $10 $885 $895
PRIOR YEARS:
TOTAL
$0
173
P2614
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2021 12/31/2021
1/1/2022 6/30/2022
$5
$40
PROJECT PHASE:
7/1/2022 6/30/2024 $850
PROJECT LOCATION:OWD Map Book:112
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
174
P2615PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande
Stephen Beppler
5/24/2017
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 replacement of approximately 0.5 miles of 12-inch and 14-inch potable water main within the 803 Pressure Zones in Vista Grande.
JUSTIFICATION OF PROJECT:
This project will replace thin wall, 1959-60 era, steel pipe originally constructed under as-built number 01-03. Two of the original four miles of thin wall steel pipe have been already replaced through separate CIP and developer projects. The remaining 2.1 miles of pipe has 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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$20 $130 $1,030 $20 $0 $0 $1,200
PRIOR YEARS:
TOTAL
$0
175
P2615
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 6/30/2020
$20
$130
PROJECT PHASE:
7/1/2020 6/30/2022 $1,050
PROJECT LOCATION:OWD Map Book:368
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
176
P2616PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Dr/Vista
Sierra Dr
Stephen Beppler
5/24/2017
P2573, P2574, P2615
5
1
$2,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement of approximately 0.4 miles of 14-inch potable water main within the 978 Pressure Zones in Pence Drive, Vista Sierra Drive, and easements on private property east of Vista Grande. Replacement length of water lines could potentially increase to 5,000 feet to relocate lines outside of easements. The length of the replacement represents the remaining cement mortar line and coated steel that has not been replaced in this location.
JUSTIFICATION OF PROJECT:
This project will replace thin wall, 1959-60 era, steel pipe originally constructed under as-built number 01-03. Two of the original four miles of thin wall steel pipe have been already replaced through separate CIP and developer projects. The remaining 2.1 miles of pipe has developed several breaks and leaks.
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
2019 2020 2021 2022 2023 2024 Total
$180 $2,280 $20 $0 $0 $0 $2,500
PRIOR YEARS:
TOTAL
$20
177
P2616
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
$20
$180
PROJECT PHASE:
7/1/2019 6/30/2021 $2,300
PROJECT LOCATION:OWD Map Book:378
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
178
P2617Lobby Security Enhancements
Kent Payne
5/24/2017
3
1
$150,000
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 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:
Project construction budget increased $75K to $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
2019 2020 2021 2022 2023 2024 Total
$145 $0 $0 $0 $0 $0 $150
PRIOR YEARS:
TOTAL
$5
179
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
$5
PROJECT PHASE:
7/1/2018 6/30/2019 $140
PROJECT LOCATION:OWD Map Book:318
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2018Jolene Fielding
180
P2619PS - Temporary Lower Otay Pump Station Redundancy
Jeff Marchioro
5/24/2017
P2579
1
1
$1,800,000
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 a back up 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:
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
2019 2020 2021 2022 2023 2024 Total
$200 $1,490 $10 $0 $0 $0 $1,800
PRIOR YEARS:
TOTAL
$100
181
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 3/1/2019
$20
$200
PROJECT PHASE:
3/1/2019 6/30/2021 $1,580
PROJECT LOCATION:OWD Map Book:070
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/23/2018Bob Kennedy
182
P2623Central Area to Otay Mesa Interconnection Pipelines
Combination Air/Vacuum Valve Replacements
Jeff Marchioro
5/24/2017
P2083
2
2
$270,000
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.
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.
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
2019 2020 2021 2022 2023 2024 Total
$130 $25 $5 $0 $0 $0 $270
PRIOR YEARS:
TOTAL
$110
183
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 6/30/2018
$25
$25
PROJECT PHASE:
7/1/2018 6/30/2021 $220
PROJECT LOCATION:OWD Map Book:055
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Jolene Fielding
184
P2625PL - 12-inch, 978 Zone, Hidden Mesa Road
Stephen Beppler
11/1/2017
P2574
5
1
$1,500,000
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 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 Pressure Zone 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 risks to the District while providing the best maintenance access with long-term cost savings. This separate CIP was established for the Hidden Mesa Road portion of the work.
COMMENTS:
Project approved by the Board of Directors at the November 1, 2017 Board Meeting. 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 pressure zone.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$1,000 $400 $10 $0 $0 $0 $1,500
PRIOR YEARS:
TOTAL
$90
185
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
$10
$80
PROJECT PHASE:
7/1/2018 6/30/2021 $1,410
PROJECT LOCATION:OWD Map Book:368,369
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Jolene Fielding
186
P2627458/340 PRS Replacement, 1505 Oleander Ave
Jeff Marchioro
P2605
2
1
$325,000
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 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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$75 $245 $5 $0 $0 $0 $325
PRIOR YEARS:
TOTAL
$0
187
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
$0
$75
PROJECT PHASE:
7/1/2019 7/1/2021 $250
PROJECT LOCATION:OWD Map Book:065
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
188
P2630624-3 Reservoir Automation of Chemical Feed System
Kevin Cameron 1
2
$385,000
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 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 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 System Operator 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:
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.
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
2019 2020 2021 2022 2023 2024 Total
$5 $20 $50 $300 $10 $0 $385
PRIOR YEARS:
TOTAL
$0
189
P2630
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
4/1/2020 6/30/2021
7/1/2021 11/30/2022
$20
$75
PROJECT PHASE:
4/1/2023 6/30/2023 $290
PROJECT LOCATION:OWD Map Book:114
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
190
P26311485-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron 5
3
$1,015,000
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 coating 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 life 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
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $5 $50 $55
PRIOR YEARS:
TOTAL
$0
191
P2631
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
2/1/2023 10/31/2023
11/1/2023 10/31/2024
$15
$45
PROJECT PHASE:
11/1/2024 6/1/2027 $955
PROJECT LOCATION:OWD Map Book:336
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
192
P2633Otay Mesa Rd and Alta Rd Water Appurtenances Relocations
Stephen Beppler 2
1
$500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
The County is widening Otay Mesa Road and improving the intersection at Alta Road. The District will need to relocate existing District facilities along both streets. Total project length is approximately one half mile. In addition to relocating meters, air valves, and blow offs, the relocation of water mains may be required with potential grade changes. The District's water mains within the project area are 24-inch AC pipes installed in 1993.
JUSTIFICATION OF PROJECT:
The County of San Diego is widening the existing roadway and improving the intersection as part of their improvements for the SR-11 Freeway project. Their construction of the improvements is slated for FY 2019.
COMMENTS:
The District's improvements are in the existing right-of-way by permit and the District will need to prepare plans for the relocation of the District's facilities as part of this project. The District does not own a water line property in Alta Road north of Otay Mesa Road. At this time relocation of the 24-inch water lines in Otay Mesa Road and Alta Road are not anticipated, only appurtenances such as hydrants, blow offs, air valves, and meters (11 are estimated) are covered at roughly $45,000 per appurtenance (all in cost). Budget will need to be revised if the water mains require relocation.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$10 $50 $400 $40 $0 $0 $500
PRIOR YEARS:
TOTAL
$0
193
P2633
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 6/30/2021
$10
$90
PROJECT PHASE:
7/1/2018 6/30/2022 $400
PROJECT LOCATION:OWD Map Book:026
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
194
P2634Rolling Hills Hydropneumatic Pump Station Jockey Pump
Replacement
Don Anderson 5
1
$35,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Upsize existing vertical turbine jockey pump and motor while utilizing existing components to minimize costs including the existing motor control center and existing ten horsepower rated soft start, existing pump head, existing pump control valve, and existing pump control piping. The motor will be upsized from five to ten horsepower maximum, which is expected to increase flow from 36 gpm to approximately 175 gpm.
JUSTIFICATION OF PROJECT:
The existing five horsepower, 36 gpm rated jockey pump, is undersized and is unable to keep pace with the growing demands of this pressure zone. As a temporary fix, the existing undersized jockey pump has been locked out to minimize cycling and lengthen the run time of the two (2) existing 40 horsepower, 780 gpm pumps. The existing 100 horsepower, 1,750 gpm fire pump will be unaffected by this project.
COMMENTS:
The budget includes $25K for the larger pump and $10K for startup, contingency, and staff time.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$35 $0 $0 $0 $0 $0 $35
PRIOR YEARS:
TOTAL
$0
195
P2634
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 8/1/2018
$0
$3
PROJECT PHASE:
8/1/2018 6/1/2019 $32
PROJECT LOCATION:OWD Map Book:160
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
196
P2635Vista Diego Hydropneumatic Tank Replacement
Jeff Marchioro
P2639 & P2640
5
1
$400,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Replace the existing hydropneumatic tank pressure vessel.
JUSTIFICATION OF PROJECT:
The existing 1966 era, 10,000 gallon hydropneumatic pressure vessel was inspected by an API Standard 510 certified inspector in 2007, 2014, and 2015. The pressure vessel has been previously repaired, patched, and welded due to leaks at nozzles. The existing pressure vessel is nearing the end of its useful life, and is not suitable for repair or recoating.
COMMENTS:
A separate CIP number P2639 has been developed for assessment and future replacement of this pump station. The cost estimate for this project assumes that the District will proceed with procurement of a Portable Trailer Mounted VFD Pump through CIP number P2640. Acquisition of additional property may be an alternative to a Portable Trailer Mounted VFD Pump.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$10 $50 $330 $10 $0 $0 $400
PRIOR YEARS:
TOTAL
$0
197
P2635
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 6/30/2020
$10
$50
PROJECT PHASE:
7/1/2020 6/30/2022 $340
PROJECT LOCATION:OWD Map Book:322
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
198
P2636980-2 PS Surge Tank Interior/Exterior Coating
Kevin Cameron 1
1
$175,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Recoat interior and exterior of the existing 10' diameter and 25' long horizontal pressure vessel originally manufactured in 2005.
JUSTIFICATION OF PROJECT:
An interior inspection completed by an API Standard 510 certified inspector in 2017 showed global coating failure and light surface corrosion with minimal pit depths along the interior ceiling of the vessel. Recoating will prevent future corrosion to preserve the life expectancy of this relatively new vessel. This vessel has a documented corrosion allowance that will facilitate a successful recoating project. Recoating is the most cost effective solution compared to replacement of the existing tank.
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
2019 2020 2021 2022 2023 2024 Total
$150 $25 $0 $0 $0 $0 $175
PRIOR YEARS:
TOTAL
$0
199
P2636
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 10/1/2018
7/1/2018 12/31/2018
$5
$25
PROJECT PHASE:
1/1/2019 6/30/2020 $145
PROJECT LOCATION:OWD Map Book:114
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
200
P2637Survey Division Field GPS Equipment Replacement
Michael O'Donnell 0
1
$35,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Trimble R10 GNSS receiver and Trimble Rugged PC with Trimble Access.Receiver hardware and firmware maintenance. Trimble pole with bracket and associated hardware.
JUSTIFICATION OF PROJECT:
The District’s current GPS field equipment consists of a TSC2 data collector and R8 Receiver. This equipment works in tandem and is used several times a week by the Survey Division to support critical District operations. This equipment is 10 years old and at the end of its product life cycle. Replacement parts including the battery pack and touchscreen for the TSC2 data collector are no longer available. The software that acts as a link between the TSC2 data collector and R8 receiver is also no longer supported. If this equipment breaks down, there is no method to repair it through the manufacturer or an authorized dealer. The Trimble R10 GNSS receiver and Rugged PC with Trimble Access have a 10 year product life cycle. This equipment was designed with future-proof in mind, meaning it will be able to accommodate anticipated technologies including BeiDou.
COMMENTS:
The Survey Division field GPS equipment supports the District's USA Mark-out Program, CIP Program, Right-of-Way Program, and GIS Program.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$35 $0 $0 $0 $0 $0 $35
PRIOR YEARS:
TOTAL
$0
201
P2637
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 6/30/2019 $35
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
202
P2638Buildings and Grounds Refurbishments
Kent Payne 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 Admin and Ops 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 Admin 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
2019 2020 2021 2022 2023 2024 Total
$57 $57 $0 $0 $0 $0 $114
PRIOR YEARS:
TOTAL
$0
203
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
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
204
P2639Vista Diego Hydropneumatic Pump Station Replacement
Jeff Marchioro 5
3
$2,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Replace the existing hydropneumatic pump station which serves the small 1530 Pressure Zone containing approximately thirty-five (35) potable water meters and four (4) hydrants.
JUSTIFICATION OF PROJECT:
The original 1966 era Pump Station 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 Pump Station has an ongoing water quality (entrained air) issue observed within the Pump Station and the small 1530 Pressure Zone it serves. The existing Pump Station is nearing the end of its useful life.
COMMENTS:
An assessment of the existing Pump Station will be prepared before the design for the replacement pump begins and rescheduled if needed. 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
2019 2020 2021 2022 2023 2024 Total
$5 $5 $5 $5 $5 $150 $175
PRIOR YEARS:
TOTAL
$0
205
P2639
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 6/30/2023
7/1/2023 9/30/2024
$25
$375
PROJECT PHASE:
10/1/2024 6/30/2026 $2,100
PROJECT LOCATION:OWD Map Book:322
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
206
P2640Portable Trailer Mounted VFD Pumps
Jeff Marchioro
P2533 & P2567
0
2
$400,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Construct up to two (2) custom portable trailers fitted with multistage centrifugal variable frequency drive (VFD) pump packages.
Prior to procurement of trailer(s), staff will conduct a cost/benefit analysis and compare to other alternatives at individual sites in
which trailer(s) might be deployed throughout the District. Staff will confirm quantity of trailers needed to cover hydraulic
conditions at suitable sites District-wide.
JUSTIFICATION OF PROJECT:
A cost/benefit analysis of the portable VFD pump trailer(s) deployed at up to nine (9) existing sites including five (5)
hydropneumatic Pump Stations and four (4) small Pressure Zones each fed by a single gravity reservoir will be compared with
other alternatives. The trailer(s) would provide a means to avoid disruption of water service while taking existing critical facilities
offline for extended periods of time including entire hydropneumatic Pump Stations and small reservoirs with no redundancy.
COMMENTS:
Upcoming projects including the 1200-1 Reservoir Interior & Exterior Coating project (P2533) and the 1004-2 Reservoir
Interior/Exterior Coating & Upgrades project (P2567) would benefit from a temporary hydropneumatic Pump Station to serve
these small Pressure Zones with a single gravity reservoir.
Budgets for hydropneumatic tank coating or replacement work at Rancho Jamul (P2641) in FY 2021, Vista Diego (P2629) in FY
2024 and Rolling Hills (P2645) in FY 2021 have assumed that the District will proceed with procurement of a Portable Trailer
Mounted VFD Pump(s).
These will be similar to Rincon Del Diablo Municipal Water District's (Rincon) trailer.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$30 $185 $3 $1 $1 $180 $400
PRIOR YEARS:
TOTAL
$0
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
207
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 6/30/2023
$20
$10
PROJECT PHASE:
7/1/2019 6/30/2024 $370
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2018Bob Kennedy
208
P2641Rancho Jamul Hydropneumatic Tank Replacement
Jeff Marchioro
P2640 and P2642
5
2
$300,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Replace the existing hydropneumatic tank pressure vessel.
JUSTIFICATION OF PROJECT:
The existing 1979 era, approximate 1,100 gallon hydropneumatic pressure vessel was inspected by an API Standard 510 certified inspector in 2015. The existing pressure vessel has developed pits and is not suitable for repair or recoating.
COMMENTS:
This tank will be re-inspected in 2020, at which time this schedule for the replacement of the tanks will be re-evaluated. A separate CIP P2642 has been developed for assessment and possible replacement of this Pump Station. A separate CIP P2640 has been developed to procure Portable Trailer Mounted VFD Pump(s) to facilitate replacement of this tank.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$1 $9 $280 $10 $0 $0 $300
PRIOR YEARS:
TOTAL
$0
209
P2641
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 6/30/2020
7/1/2020 6/30/2021
$10
$40
PROJECT PHASE:
7/1/2021 6/30/2023 $250
PROJECT LOCATION:OWD Map Book:206
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
210
P2642Rancho Jamul Pump Station Replacement
Jeff Marchioro
P2040 and 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 with a new Pump Station coordinated with a separate CIP P2040 (1655-1
Reservoir) project. The existing Pump Station 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 Pump Station will need to be modified to
pump to the future 1655-1 Reservoir. The existing 1979 era Pump Station is nearing the end of its useful life.
COMMENTS:
An assessment of the existing pump station will be prepared before the design for the replacement pump station begins and
rescheduled if needed. Replacement of this pump station may be facilitated by the procurement of a Portable Trailer Mounted
VFD 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
2019 2020 2021 2022 2023 2024 Total
$5 $5 $10 $380 $1,050 $1,050 $2,500
PRIOR YEARS:
TOTAL
$0
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
211
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 6/30/2024 $2,100
PROJECT LOCATION:OWD Map Book:206
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2018Bob Kennedy
212
P2643980-1 Pump Station Surge Tanks Replacement
Jeff Marchioro
P2559
1
3
$350,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Replace two (2) existing surge tank pressure vessels if future inspection(s) show evidence of pitting corrosion.
JUSTIFICATION OF PROJECT:
The existing two (2) surge tank pressure vessels originally manufactured in 1986 and 1995 were inspected in 2017. Both vessels have interior global coating failures; however, no pitting corrosion was noted by an API Standard 510 certified inspector in 2017. Both vessels are not suitable for recoating due to no access to the underside of the vessel/support skirt, small size, and lack of corrosion allowance. Consequently, both vessels should be replaced rather than recoated. Replacing the vessels simultaneously would save costs compared to staggering replacement based on vessel age.
COMMENTS:
These tanks will be re-inspected in 2023, at which time this schedule for the replacement of the tanks will be re-evaluated.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $10 $40 $300 $350
PRIOR YEARS:
TOTAL
$0
213
P2643
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2022 6/30/2023
7/1/2022 6/30/2023
$10
$40
PROJECT PHASE:
7/1/2023 6/30/2024 $300
PROJECT LOCATION:OWD Map Book:131
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
214
P2644803-1 Pump Station Surge Tank Replacement
Jeff Marchioro
P2559
5
3
$350,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Replace the existing surge tank pressure vessel if future inspection(s) show evidence of pitting corrosion.
JUSTIFICATION OF PROJECT:
The existing surge tank pressure vessel originally manufactured in 1994 was inspected in 2017. The vessel has interior coating failures and light general surface corrosion; however, no pitting corrosion was noted by an API Standard 510 certified inspector in 2017. The vessel should be replaced rather than recoated due to lack of corrosion allowance.
COMMENTS:
This pressure vessel will be re-inspected in 2023, at which time the replacement schedule of this tank will be re-evaluated.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $10 $40 $300 $350
PRIOR YEARS:
TOTAL
$0
215
P2644
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/1/2022 6/30/2023
7/1/2022 6/30/2023
$10
$40
PROJECT PHASE:
7/1/2023 6/30/2024 $300
PROJECT LOCATION:OWD Map Book:343
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
216
P2645Rolling Hills Hydropneumatic Tank Interior/Exterior Coating
Kevin Cameron 5
2
$225,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Recoat interior and exterior of the existing 11-feet diameter and 30-feet long horizontal pressure vessel.
JUSTIFICATION OF PROJECT:
An interior inspection completed by an API Standard 510 certified inspector in 2017 showed global coating failure and pitting corrosion less than the corrosion allowance. Recoating will prevent future corrosion to preserve the life expectancy of this vessel manufactured in 2004. This vessel has a documented corrosion allowance that will facilitate a successful recoating project. Recoating should be the most cost effective solution compared to replacement of the existing tank; however, a plan to keep the existing Pressure Zone in service must be developed and considered during the planning phase.
COMMENTS:
The alternative of replacing this tank, rather than recoating, will be reevaluated based on the outcome of the 980-2 PS surge tank coating project (CIP P2636) scheduled for FY 2019. The cost estimate for this project assumes that the District will proceed with procurement of a Portable Trailer Mounted VFD Pump through CIP P2640. Replacement of this tank, or the addition of a second/redundant tank, may be alternatives to a Portable Trailer Mounted VFD Pump.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$5 $20 $190 $10 $0 $0 $225
PRIOR YEARS:
TOTAL
$0
217
P2645
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 12/31/2019
3/1/2020 1/31/2021
$10
$25
PROJECT PHASE:
2/1/2021 6/30/2022 $190
PROJECT LOCATION:OWD Map Book:160
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
218
P2646North District Area Cathodic Protection Improvements
Jeff Marchioro
P2508
5
3
$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 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 District’s Cathodic Protection Program 2015 Annual Report. Up to 25 Cathodic Protection systems that may be repaired under this CIP.
COMMENTS:
This CIP evolved from CIP #P2508 (Pipeline Cathodic Protection Replacement Program). P2508 has been split into five (5) separate CIPs based on service type and groups of pipelines based on 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
2019 2020 2021 2022 2023 2024 Total
$0 $0 $190 $50 $140 $420 $800
PRIOR YEARS:
TOTAL
$0
219
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
$80
$110
PROJECT PHASE:
7/1/2021 6/30/2024 $610
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
220
P2647Central Area Cathodic Protection Improvements
Jeff Marchioro
P2508
1
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 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 District’s Cathodic Protection Program 2015 Annual Report. Up to 28 Cathodic Protection systems may be repaired under this CIP.
COMMENTS:
This CIP evolved from CIP #P2508 (Pipeline Cathodic Protection Replacement Program). P2508 has been split into five (5) separate CIPs based on service type and groups of pipelines based on 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
2019 2020 2021 2022 2023 2024 Total
$0 $0 $100 $135 $765 $0 $1,000
PRIOR YEARS:
TOTAL
$0
221
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
$135
PROJECT PHASE:
7/1/2022 6/30/2023 $765
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
222
P2648Otay Mesa Area Cathodic Protection Improvements
Jeff Marchioro
P2508
2
2
$400,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement 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 District’s Cathodic Protection Program 2015 Annual Report. Up to fifteen (15) Cathodic Protection systems may be repaired under this CIP.
COMMENTS:
This CIP evolved from CIP #P2508 (Pipeline Cathodic Protection Replacement Program). P2508 has been split into five (5) separate CIPs based on service type and groups of pipelines based on 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
2019 2020 2021 2022 2023 2024 Total
$40 $55 $305 $0 $0 $0 $400
PRIOR YEARS:
TOTAL
$0
223
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
$55
PROJECT PHASE:
7/1/2020 6/30/2021 $305
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
224
P2649HVAC Equipment Purchase
Kent Payne 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:
The HVAC system RTUs have reached the end of their useful life 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
2019 2020 2021 2022 2023 2024 Total
$21 $44 $20 $15 $30 $0 $130
PRIOR YEARS:
TOTAL
$0
225
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
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
226
P2651Automatic Data Processing
Kevin Koeppen 0
1
$20,000
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 software for human resources management and automatic data processing of payrolls.
JUSTIFICATION OF PROJECT:
Based on a cost benefit analysis performed by Finance, utilizing a third party payroll provider would save the District approximately $50,000 per year and reduce the risk of payroll compliance liabilities.
COMMENTS:
This information technology software is expected to have a useful life of three years before it will be replaced or upgraded.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$20 $0 $0 $0 $0 $0 $20
PRIOR YEARS:
TOTAL
$0
227
P2651
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 6/30/2019 $20
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
228
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 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 to the 680 and higher pressure zones. Significant energy savings will occur due to lower total dynamic head requirements for the 680-1 Pump Station. Funding opportunity is the United States Bureau of Reclamation Water Reclamation and Reuse Program, Title XVI of P.L. 102-575.
COMMENTS:
This is a developer driven project. A reimbursement agreement was signed in June 2016 for $266K. This CIP budget was reduced from $970K to $365K for the FY 2017 CIP 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
2019 2020 2021 2022 2023 2024 Total
$14 $350 $0 $0 $0 $0 $365
PRIOR YEARS:
TOTAL
$1
229
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 6/30/2020 $315
PROJECT LOCATION:OWD Map Book:82
2019 2020 2021 2022 2023 2024 Total
$0 $0 $1,900 $1,900 $1,900 $0 $5,700
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:1/17/2018Steve Beppler
230
R2110RecPS - 944-1 Optimization and Pressure Zone Modifications
Jeff Marchioro
5/14/2014
R2091
1
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 to improve the control strategy to increase pumping capacity and streamline operation of the Pump Station. As a result of this effort, replacement of five (5) service saddles on Clubhouse Drive will need to be replaced with higher pressure class saddles. Replace water damaged instrumentation and control equipment and add a sump pump to an existing Pressure Reducing Station (PRS) vault located east of the intersection of Otay Lakes Road and Hunte Parkway.
JUSTIFICATION OF PROJECT:
Revising the control strategy will increase pumping capacity and improve the District's ability to operate the Pump Station during off-peak hours when electricity rates are low. Retrofitting the Pressure Reducing Station (PRS) vault with a sump pump will prolong the life expectancy of existing pressure reducing station components that were damaged by vault flooding.
COMMENTS:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Betterment ID 22 0 %100 %0 %0 %100 %
TOTAL:0 %100 %0 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$25 $20 $5 $5 $0 $0 $200
PRIOR YEARS:
TOTAL
$145
231
R2110
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2013 10/1/2013
10/1/2013 9/30/2015
$70
$25
PROJECT PHASE:
9/30/2015 6/30/2021 $105
PROJECT LOCATION:OWD Map Book:115
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/18/2018Jolene Fielding
232
R2116RecPL - 14-Inch, 927 Zone, Force Main Improvements
Jeff Marchioro
6/3/2015
3
1
$2,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the repair of the existing 16,000 L.F. 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:
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
2019 2020 2021 2022 2023 2024 Total
$24 $20 $1 $1 $1 $1 $2,159
PRIOR YEARS:
TOTAL
$2,111
233
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 $1,710
PROJECT LOCATION:OWD Map Book:186, 200, 304, 318,
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/18/2018Jolene Fielding
234
R2118Steele Canyon Sewer PS Large Solids Handling Improvements
Stephen Beppler
6/3/2015
S2051
3
1
$150,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for installation of measures in the Steele Bridge Sewer Pump Station 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 Pump Station. 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).
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
2019 2020 2021 2022 2023 2024 Total
$105 $10 $0 $0 $0 $0 $150
PRIOR YEARS:
TOTAL
$35
235
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 $110
PROJECT LOCATION:OWD Map Book:331
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Jolene Fielding
236
R2120RWCWRF Filtered Water Storage Tank Improvements
Stephen Beppler
6/3/2015
R2096
3
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 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 and install a galvanic cathodic protection system.
JUSTIFICATION OF PROJECT:
HDR Engineering Inspection and Condition Assessment Report dated May 2015 recommends structural improvements, replacement of the exterior coatings, and replacement of the cathodic protection system. This improvement was included in the Ralph W. Chapman Water Reclamation Facility (RWCWRF) Master Plan (Item 7.9). The report prepared by HDR in 2015 stated that the interior coating has exceeded its life cycle due to deterioration. The report also states that the exterior coating is in fair condition and as one of their recommendations it can be power washed and scrubbed with a mild biodegradable cleaner to remove all of the chalking. An overcoat of paint can then be applied on the exterior.
COMMENTS:
Construction delayed until FY 2019 in response to other priorities at the plant.
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
2019 2020 2021 2022 2023 2024 Total
$50 $390 $10 $0 $0 $0 $500
PRIOR YEARS:
TOTAL
$50
237
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 12/31/2018
$10
$40
PROJECT PHASE:
1/1/2019 6/30/2021 $450
PROJECT LOCATION:OWD Map Book:319
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:1/17/2018Steve Beppler
238
R2121Res - 944-1 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
5
2
$1,400,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement of the existing membrane floating cover and liner with a new membrane system.
JUSTIFICATION OF PROJECT:
The existing membrane floating cover and liner have reached the end of their useful lives and require replacement to meet regulatory requirements.
COMMENTS:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$1 $60 $1,300 $10 $10 $0 $1,400
PRIOR YEARS:
TOTAL
$19
239
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
$100
PROJECT PHASE:
10/1/2020 6/30/2023 $1,290
PROJECT LOCATION:OWD Map Book:172
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:2/9/2018Jeff Marchioro
240
R2123Repurpose Otay Mesa Recycled Water Lines
Stephen Beppler
5/23/2016
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 alternative use potential for the Otay Mesa recycled waterlines utilizing hydraulic modeling.
JUSTIFICATION OF PROJECT:
Determining alternative uses for these waterlines will allow for these assets to be used rather than lie dormant.
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:
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
2019 2020 2021 2022 2023 2024 Total
$5 $10 $150 $150 $35 $0 $350
PRIOR YEARS:
TOTAL
$0
241
R2123
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 6/30/2023 $315
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:1/17/2018Steve Beppler
242
R2125RecPRS - 927/680 PRS Improvements, Otay Lakes Road
Jeff Marchioro
5/24/2017
1
2
$200,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Add permanent SDG&E power supply to eliminate existing solar panel and batteries. Develop SCADA to enable remote
operation of the existing hydraulic valves, monitor valve position, and automatically close valves during 944-1R Pump Station
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 RWCWRF 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. Automatic lock out of the PRS will prevent inefficient short circuiting of
the 944-1R Pump Station. The interior of the existing SCADA cabinet (electronic devices, wiring, and plywood backboard)
should be updated.
COMMENTS:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Betterment ID 22 0 %100 %0 %0 %100 %
TOTAL:0 %100 %0 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$45 $140 $10 $0 $0 $0 $200
PRIOR YEARS:
TOTAL
$5
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
243
R2125
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 12/31/2018
$15
$35
PROJECT PHASE:
1/1/2019 6/30/2021 $150
PROJECT LOCATION:OWD Map Book:130
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2018Bob Kennedy
244
R2139RWCWRF - Filter Troughs Replacement
Stephen Beppler
5/24/2017
3
2
$30,000
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 life. 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:
CIP is based upon recommendations from Ralph W. Chapman Water Reclamation Facility (RWCWRF) Master Plan (Item 7.5).
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$5 $0 $0 $0 $0 $0 $30
PRIOR YEARS:
TOTAL
$25
245
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 6/30/2019 $25
PROJECT LOCATION:OWD Map Book:319
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/23/2018Bob Kennedy
246
R2143AMR Change Out
Andrea Carey
1/7/2017
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 District's 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 6-8 year mark. Otay has approx. 15,000 of these in the ground and will need to make arrangements to change out prior to original planned change out at year 11. In addition, 2005-2008 installed registers will also need to be changed out at year 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 7 years. Now the total program budget is estimated to be $6.8M (recycled and potable).
COMMENTS:
In FY 2025, program will resume replacing all meters and registers. Plan to expand the program to a 10 year change-out program for registers and 20 year program for meters (with exception of high users which will have full meter change-out every 10 years) at that time.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$165 $130 $0 $0 $0 $0 $525
PRIOR YEARS:
TOTAL
$230
247
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 6/30/2020 $525
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/18/2018Jolene Fielding
248
R2145RWCWRF - Filter Media and Nozzles Replacement
Stephen Beppler 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 $60,000.
There are about 1300 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 2 to 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 be changed out as opposed to about $4,000 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 1300 nozzles portion of the CIP is $70,000.
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
2019 2020 2021 2022 2023 2024 Total
$130 $0 $0 $0 $0 $0 $130
PRIOR YEARS:
TOTAL
$0
249
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 6/30/2019 $130
PROJECT LOCATION:OWD Map Book:319
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
250
R2146Recycled Pipeline Cathodic Protection Improvements
Jeff Marchioro
P2508
0
2
$600,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement 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 District’s Cathodic Protection Program 2015 Annual Report. Up to ten (10) Cathodic Protection systems may be repaired under this CIP.
COMMENTS:
This CIP evolved from CIP #P2508 (Pipeline Cathodic Protection Replacement Program). P2508 has been split into five (5) separate CIPs based on service type and groups of pipelines based on 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
2019 2020 2021 2022 2023 2024 Total
$20 $20 $100 $460 $0 $0 $600
PRIOR YEARS:
TOTAL
$0
251
R2146
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 6/30/2021
7/1/2020 6/30/2021
$60
$80
PROJECT PHASE:
7/1/2021 6/30/2022 $460
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
252
R2147RWCWRF Fuel Lines Replacement
Jeff Marchioro 3
1
$175,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
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 has not held up outside/uncovered and has reached the end of its useful life.
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
2019 2020 2021 2022 2023 2024 Total
$150 $25 $0 $0 $0 $0 $175
PRIOR YEARS:
TOTAL
$0
253
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 12/31/2019 $135
PROJECT LOCATION:OWD Map Book:319
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
254
R2148Large Meter Replacement - Recycled
Andrea Carey 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 District's 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 14 recycled meters 3-inch or larger in the Otay 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
2019 2020 2021 2022 2023 2024 Total
$8 $12 $12 $12 $14 $0 $58
PRIOR YEARS:
TOTAL
$0
255
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 6/30/2023 $58
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
256
R2149680-1R PS Surge Tank Interior/Exterior Coating
Kevin Cameron 2
2
$175,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Recoat the interior and exterior of the existing 8' diameter and 20' long horizontal pressure vessel originally manufactured in 2006.
JUSTIFICATION OF PROJECT:
An interior inspection completed by an API Standard 510 certified inspector in 2017 showed several spot coating failures and pitting corrosion. Recoating will prevent future corrosion to preserve the life expectancy of this relatively new vessel. This vessel has a documented corrosion allowance that will facilitate a successful recoating project. Recoating should be the most cost effective solution compared to replacement of the existing tank.
COMMENTS:
The alternative of replacing this tank rather than renewing the coating will be reevaluated based on the outcome of the 980-2 PS surge tank coating project (CIP #AA-P2636) scheduled for FY 2019. The interior/exterior recoat of the 680-1R surge tank will be performed during a planned shutdown of the SBWRP, which is tentatively scheduled for the month of January 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
2019 2020 2021 2022 2023 2024 Total
$5 $140 $20 $10 $0 $0 $175
PRIOR YEARS:
TOTAL
$0
257
R2149
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 12/31/2019
3/1/2019 1/31/2021
$5
$25
PROJECT PHASE:
2/1/2021 6/30/2022 $145
PROJECT LOCATION:OWD Map Book:066
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
258
R2150RWCWRF - Secondary Chlorine Analyzer and Feed System
Stephen Beppler 3
1
$45,000
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 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 $25,500. Additional funds are for enclosures at the monitoring station, project administration, inspection, and warranty.
COMMENTS:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Betterment ID 22 0 %100 %0 %0 %100 %
TOTAL:0 %100 %0 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$40 $5 $0 $0 $0 $0 $45
PRIOR YEARS:
TOTAL
$0
259
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 $40
PROJECT LOCATION:OWD Map Book:319
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
260
R2151RWCWRF - Bulk Chlorine Vapor Scrubber System Refurbishment
Jerry Lintner 3
1
$37,000
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 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:
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 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
2019 2020 2021 2022 2023 2024 Total
$35 $2 $0 $0 $0 $0 $37
PRIOR YEARS:
TOTAL
$0
261
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 1/30/2020 $37
PROJECT LOCATION:OWD Map Book:319
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
262
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 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:
For the last 6 years, the County of San Diego Sanitation Department has billed the District an average of $100,000 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
2019 2020 2021 2022 2023 2024 Total
$50 $50 $125 $125 $125 $125 $1,800
PRIOR YEARS:
TOTAL
$1,200
263
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 6/30/2025 $3,550
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Jolene Fielding
264
S2024Campo Road Sewer Main Replacement
Stephen Beppler
5/17/2010
3
1
$10,300,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is 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 2019 Budget - Increase from $10.1M to $10.3M to reflect change orders from rock excavations and conflicting utilities. Project design completed in FY 2016. 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 $10.3M. This project may potentially be partially funded by the Clean Water State Loan Fund.
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
2019 2020 2021 2022 2023 2024 Total
$4,000 $800 $0 $0 $0 $0 $10,300
PRIOR YEARS:
TOTAL
$5,500
265
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 6/30/2020 $8,800
PROJECT LOCATION:OWD Map Book:330
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Jolene Fielding
266
S2027Rancho San Diego Pump Station Rehabilitation
Stephen Beppler
5/16/2011
3
1
$3,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project provides funding for the rehabilitation of the Rancho San Diego Pump Station located near Singer Lane. The project is being designed and constructed by the County of San Diego, with the District sharing the costs. The County invoices the District once a year.
JUSTIFICATION OF PROJECT:
The existing sewer Pump Station is over 20 years old and the pumps have reached the end of their useful lives. The Pump Station also needs improvements to bring the Station up to current OSHA requirements.
COMMENTS:
Project design is complete and construction is in progress.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$5 $5 $220 $220 $0 $0 $3,500
PRIOR YEARS:
TOTAL
$3,050
267
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 6/30/2022 $3,415
PROJECT LOCATION:OWD Map Book:331
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Jolene Fielding
268
S2043RWCWRF Sludge Handling System
Stephen Beppler
5/14/2013
R2096
3
3
$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 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:
City of San Diego is in the process of determining future sewer rates related to the implementation of the Pure Water Program. Once these rates are established, the feasibility of handling solids at the RWCWRF can be fully 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
2019 2020 2021 2022 2023 2024 Total
$5 $0 $0 $0 $5 $0 $51
PRIOR YEARS:
TOTAL
$41
269
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
$75
$200
PROJECT PHASE:
7/1/2024 6/30/2027 $1,225
PROJECT LOCATION:OWD Map Book:319
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Jolene Fielding
270
S2044Trenchless Sewer Rehabilitation
Stephen Beppler
5/23/2016
5
1
$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 to repair sewer damage by trenchless repair methods at over 50 identified sewer sites. The planning and design for this project was begun under S2033 and is now separated out into its own project entity.
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 form, and/or are damaged and need to be repaired.
COMMENTS:
Project construction completed in FY 2018. Warranty period extends into FY 2019, after which project will be closed. Several projects from this package could not be corrected and will be moved to other CIP projects for future repair.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$5 $5 $30 $30 $0 $0 $550
PRIOR YEARS:
TOTAL
$480
271
S2044
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 2/28/2017
$1
$80
PROJECT PHASE:
3/1/2017 6/30/2022 $469
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/18/2018Jolene Fielding
272
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 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 2019 Budget - 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 $60,000 budget increase to $370,000.
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
2019 2020 2021 2022 2023 2024 Total
$10 $10 $0 $0 $0 $0 $370
PRIOR YEARS:
TOTAL
$350
273
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:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Jolene Fielding
274
S2046RWCWRF - Aeration Panels Replacement
Stephen Beppler
5/24/2017
3
1
$450,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement of 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 include manufacturer's retrofit with their currently offered panels or explore other alternative manufacturers. Depending upon the replacement aeration system selected, completion of the aeration header loop may also be included to provide better air distribution at equal pressure. CIP is based upon recommendations from Ralph W. Chapman Water Reclamation Facility (RWCWRF) 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 years.
COMMENTS:
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 basins will need to be replaced all at once.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$100 $200 $25 $25 $0 $0 $450
PRIOR YEARS:
TOTAL
$100
275
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
$80
PROJECT PHASE:
10/1/2016 6/30/2022 $325
PROJECT LOCATION:OWD Map Book:319
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Jolene Fielding
276
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:
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
2019 2020 2021 2022 2023 2024 Total
$28 $0 $0 $0 $0 $0 $58
PRIOR YEARS:
TOTAL
$30
277
S2047
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2017 6/30/2019 $58
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:1/22/2018Steve Beppler
278
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:
Coordination with the waterline project is necessary. 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. 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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$10 $5 $5 $5 $5 $190 $720
PRIOR YEARS:
TOTAL
$500
279
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 6/30/2024 $670
PROJECT LOCATION:OWD Map Book:356
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Jolene Fielding
280
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, 705, and 775. The replacement of sewer manhole MH-368-173 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:
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. Construction to be after completion of Campo Road Sewer project. Additional planning time has been included to resolve easement infringement cases that are apparent.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$20 $140 $825 $5 $0 $0 $1,000
PRIOR YEARS:
TOTAL
$10
281
S2049
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 6/30/2019
7/1/2019 6/30/2020
$30
$140
PROJECT PHASE:
7/1/2020 6/30/2022 $830
PROJECT LOCATION:OWD Map Book:353, 354, 365 & 366
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/6/2018Steve Beppler
282
S2050Rancho San Diego Basin Sewer Rehabilitation - Phase 2
Stephen Beppler
5/23/2016
5
2
$1,300,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the repairs to gravity sanitary sewer system to repair areas with potential for sewer backups and spills. This project addresses the following sewer sites: 724, 735, and 747.
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:
This project is taken from S2033 and is the next highest priority area for open cut repairs after the Calavo Phase 2 project. 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
2019 2020 2021 2022 2023 2024 Total
$20 $20 $180 $550 $525 $5 $1,300
PRIOR YEARS:
TOTAL
$0
283
S2050
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2018 6/30/2020
7/1/2020 6/30/2021
$40
$180
PROJECT PHASE:
7/1/2021 6/30/2024 $1,080
PROJECT LOCATION:OWD Map Book:355, 356, 357, 368,
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:2/23/2018Steve Beppler
284
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 (RWCWRF) Master Plan (Item 4.1) and additional plant staff input.
COMMENTS:
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$165 $5 $0 $0 $0 $0 $250
PRIOR YEARS:
TOTAL
$80
285
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
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Jolene Fielding
286
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 the 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 life 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:
Project will be done in one year, replacing elements of one basin at a time.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$5 $0 $0 $0 $0 $0 $60
PRIOR YEARS:
TOTAL
$55
287
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 6/30/2019 $55
PROJECT LOCATION:OWD Map Book:319
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:1/17/2018Steve Beppler
288
S2054Calavo Basin Sewer Rehabilitation - Phase 3
Stephen Beppler
5/23/2016
5
2
$1,300,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the repairs to gravity sanitary sewer system to repair areas with potential for sewer backups and spills. This project addresses the following sewer sites in the Calavo area: 93, 150.1, 150.2, 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 I 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:
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. Project delayed from FY 2018 estimate by one year to avoid construction overlap with RSD Phase 2.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $20 $180 $1,090 $1,290
PRIOR YEARS:
TOTAL
$0
289
S2054
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
$20
$180
PROJECT PHASE:
7/1/2023 6/30/2025 $1,100
PROJECT LOCATION:OWD Map Book:353, 354, 365, 366
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Jolene Fielding
290
S2060Steele Canyon Pump Station Replacement
Stephen Beppler 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 sewage pump station is required to raise the station above the 100 year flood plain and to enable handling of daily peak flows for future flow equalization at RWCWRF. Replacement of the flow splitting manhole on the gravity sewer diverting flow to the pump station is also involved.
JUSTIFICATION OF PROJECT:
The existing pump station 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 the project construction, the electrical components of the pump station will have reached the end of their useable life. 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 RWCWRF.
COMMENTS:
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 $797,000 and $148,300, for a total of $945,300. CIP budget set at $1,000,000. An assessment of the pump station will be made before the design of the replacement pump station begins.
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
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $50 $150 $200
PRIOR YEARS:
TOTAL
$0
291
S2060
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
$50
$150
PROJECT PHASE:
7/1/2024 6/30/2026 $800
PROJECT LOCATION:OWD Map Book:331
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
292
S2061RWCWRF Aeration Controls Consolidation & Optimization
Upgrades (S)
Stephen Beppler
5/24/2017
R2119
3
1
$190,000
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:
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2019 2020 2021 2022 2023 2024 Total
$10 $30 $150 $0 $0 $0 $190
PRIOR YEARS:
TOTAL
$0
293
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 6/30/2021 $130
PROJECT LOCATION:OWD Map Book:319
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/13/2018Jolene Fielding
294
S2065RWCWRF - TOC Monitor
Stephen Beppler 3
1
$30,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Addition of a Total Organic Carbon (TOC) meter that provides real time measurement of the sewage strength as it enters the Ralph W. Chapman Water Reclamation Facility. The spectral sensor is optical, is submerged in the process flow, and has an ultrasonic self-cleaning system to keep maintenance requirements to a minimum.
JUSTIFICATION OF PROJECT:
The TOC monitor will provide treatment staff with a tool to react to influent changes before adversely impacting the aeration process, which has been a significant issue lately.
COMMENTS:
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
2019 2020 2021 2022 2023 2024 Total
$30 $0 $0 $0 $0 $0 $30
PRIOR YEARS:
TOTAL
$0
295
S2065
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 6/30/2019 $30
PROJECT LOCATION:OWD Map Book:319
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
296
S2066Rancho San Diego Basin Sewer Rehabilitation - Phase 3
Stephen Beppler 5
3
$1,900,000
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: 700, 851, and 853. A total of 2,500 linear feet of sewer is required for the sewer replacement and rerouting to resolve pipe sags and remove elevated waterway crossings.
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 I 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:
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
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $20 $20 $250 $290
PRIOR YEARS:
TOTAL
$0
297
S2066
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2021 6/30/2023
7/1/2023 6/30/2024
$40
$250
PROJECT PHASE:
7/1/2024 6/30/2027 $1,610
PROJECT LOCATION:OWD Map Book:355,356,357,368
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
298
S2067RWCWRF Roofing Replacement and Natural Light Enhancement
Kent Payne 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
2019 2020 2021 2022 2023 2024 Total
$20 $145 $0 $0 $0 $0 $165
PRIOR YEARS:
TOTAL
$0
299
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
2019 2020 2021 2022 2023 2024 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2018Bob Kennedy
300
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,
construction, etc. of those projects that have budgets within the
301
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
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.
302
Capacity
Name Fee (1)
Capacity Fee Section 28.01 $7,604.55
Triad Capacity Fee $5,705.93
New Water Supply Fee $825.47
(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
303
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.
304
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.
305
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
306
Index
Annual CIP Development Policy No. 6 301-302
Awards xi-xv
Capital Budget Narrative 37-38
CIP Budget Basis 7
CIP Budget Calendar 9
CIP Budget Guide 1
CIP Budget Process 5-7
CIP Justification and Impact on Operating Budget 50
CIP Project Index 53-56
CIP Project Sheet Description 51-52
CIP Projects 57-300
CIP Reserve Funds 39
Current Economic Conditions 14
Demographics 10
District Formation 3
Economic Outlook 15
Fund Structure 8
Glossary 304-305
Key Performance Indicators:
Administrative Services 21-22
Finance 23-26
Water Operations 27-32
Engineering 33-35
Letter of Transmittal iii-xi
List of Acronyms 306
Major CIP Projects 45
Mission Statement, Vision, Statement of Values 2
Organizational Structure 4
Resolution No. 4345 xvi-xvii
San Diego Rainfall 14
Service Area 3
Service Area Assessed Valuation 10
Sewer Rate Comparison 13
Six-Year CIP Projects Summary by Source ($1,000s) 40
Six-Year CIP Projects Summary by Fund ($1,000s) 40
Six-Year CIP Projects by Source and Fund ($1,000s) 41-44
Six-Year CIP Projects Schedule 46-49
Strategic Planning Process 20
Table of Contents i
Ten Principal Taxpayers 11
307
Index
Ten Largest Customers 11
The Future 18-19
Water Meter Capacity Fees 303
Water Comparison – Member Agency Water Rates 12
308