HomeMy WebLinkAboutCapital Improvement Program Budget FY 2018-2023
Otay Water District
Capital Improvement Program Budget
Fiscal Year 2018-2023
BOARD OF DIRECTORS
Mark Robak, Division 5 President
Tim Smith, Division 1 Vice President
Mitch Thompson, Division 2 Treasurer
Gary Croucher, Division 3
Hector Gastelum, Division 4
MANAGEMENT TEAM
Mark Watton General Manager
Joseph R. Beachem Chief Financial Officer
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. 4336 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xv
OVERVIEW
CIP Budget Guide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Mission Statement, Vision, Key Challenge, 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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Economic Outlook. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
The Future . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Strategic Plan Balanced Scorecard. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
Administrative Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
Finance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
Water Operations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
Engineering . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32
CAPITAL BUDGET
Capital Budget Narrative. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
CIP Reserve Funds ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37
Six-Year CIP Projects Summary by Source ($1,000s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Six-Year CIP Projects Summary by Fund ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Six-Year CIP Projects by Source and Fund ($1,000s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
Six-Year CIP Projects Schedule. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43
CIP Justification and Impact on Operating Budget. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47
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Table of Contents
CIP PROJECTS
CIP Project Sheet Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
CIP Project Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51
CIP Projects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55
APPENDIX
Annual CIP Development Policy No. 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 261
Water Meter Capacity Fees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 262
Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 263
List of Acronyms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 266
Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 275
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September 30, 2017
Honorable Board of Directors
Otay Water District
I am pleased to present the Otay Water District’s Adopted Operating and Capital Budget for
FY 2018. The budget supports the District’s updated FY 2015-2018 Strategic Plan as well as
the financing of all of the District’s services, programs, and capital needs during FY 2018.
The success as an organization is significantly enhanced by the policies and practices put
in place by its Board to ensure the strength, stability, and reliability of the District. The
management team is fully confident that with these policies, practices, and sound financial
management, supported by the FY 2015-2018 Strategic Plan, along with a committed and
talented staff, the District will achieve continued success as an organization and thus,
ensure the well-being and quality of life its customers.
Drought Conditions and California State Mandates
According to the United States Geological Survey, the State of California has been in a
drought for more than five years. Fortunately, in 2017, California experienced above-average
precipitation and snowpack. The majority of reservoirs are above historic average levels
and most rivers, creeks, and lakes have been reported to be in good condition. 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 California.
On April 26, 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
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to provide sufficient water supplies to meet customer demands, assuring there would be
no supply shortfall during three additional dry years.
In addition to meeting customer demands during a drought, the District has consistently
advocated for state policies and legislation that include supply development and water-use
efficiency. The District continues to work closely with the San Diego County Water Authority
(CWA), the Association of California Water Agencies, and other water agencies in the region
to ensure that the targets and measures in the Governor’s long-term framework support a
balanced approach and reflect local water supply investments and conditions.
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 has reached a milestone by obtaining a Presidential Permit, allowing the District
to build a nearly four-mile long potable water pipeline that begins at the U.S. Mexico border.
The District could potentially begin receiving up to two thirds of its projected water needs
from the Rosarito Desalination plant as early as 2024. Although there are additional hurdles
to overcome, desalinated water from Rosarito would be a closer option and a drought
resistant source of water.
With the conservation mandates ending in FY 2017, potable sales volumes increased 7%
from FY 2016 levels. Regardless of the end of the drought emergency and the District
meeting the state’s mandated conservation targets, the District’s customers were still
seeing and hearing public campaigns promoting conservation and drought-related
messages throughout the county from the CWA, the state, and the Metropolitan Water
District (MWD). Homeowners and businesses have also implemented conservation
measures that are expected to generate permanent reductions in water use. As a result, the
District expects sales volumes to recover 3% due to continued conservation efforts in FY
2018, but remain 12% below 2015 levels. Additional remaining increases in sales volumes
are expected to come from new customers. Staff will continue to monitor these trends as
they influence overall District finances.
FY 2015 - 2018 Strategic Plan
The FY 2015-2018 Strategic Plan consisted of a two-phased approach. Phase 1 has been
completed with the primary focus on developing key enterprise-wide projects – SCADA,
Work Order/Asset Management, and Emergency Preparedness/NIMS. The District is now
entering Phase 2 of the FY 2015-2018 Strategic Plan, where the focus is to build upon the
system foundation, business process improvement, and facilities. Where rapid growth had
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been a significant focus in the early years of the District and in its earlier strategic plans,
today it is primarily focused on managing long-term maintenance and replacement of
infrastructure.
This change is based on the recognition that as an organization matures, fewer resources
are 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 internal efficiency and the
development of technology assisted best practices. In effect, the organization must use
investments in technology to do more with the same or fewer resources.
From a water supply perspective, this means determining the optimum mix of water supply,
treatment, and delivery solutions for customers. From a daily operating perspective,
efficiency improvements have become the primary source of competitive advantage and
cost optimization for utilities.
Since its establishment, the District’s motto has been “Dedicated to Community Service”.
From modest beginnings in 1956 through today, the District remains dedicated to providing
outstanding service to the residents and businesses the District has the honor to serve. This
serves as a great reminder as to why the District exists.
Finding ways to streamline operations and cut costs is a significant element of the District’s
ongoing commitment to its customers. By reducing costs those savings can be passed to
the ratepayers. For example, the District is currently upgrading more than 8,000 of its
approximately 49,000 automated meter reading (AMR) meters, from 3G to 4G technology,
allowing more meters to be read at a faster pace. In an effort to be as cost efficient as
possible, the District has decided, in most cases, to replace the meter register instead of the
entire meter, avoiding over $700,000 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 were many benefits to upgrading to AMR
meters, including the reduction of full-time meter reader staff members from nine to three,
increased safety of staff members, reduction of the District’s liability, and allowing staff to
store historical water use data. These advanced meters can assist customers with
unexplained usage by providing leak, tamper, and backflow detection alarms. The efforts
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related to meter technology is only one example of cost savings and the District’s ongoing
commitment to pursue cost efficiencies.
Investing in technology is another strategy the District uses to increase and enhance
efficiency and productivity. An ongoing goal included in the District’s past and current
strategic plans is to capitalize on these technology investments. 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, the District has reduced staffing by 40.75 full-time
equivalent positions, or 23%, while the number of customer accounts increased by 2,542.
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.
Other cost savings include reducing the number of vehicles and equipment, reducing fuel
consumption, and decreasing water loss through the successful leak detection and repair
program. Staff continues to seek out other operational efficiencies, thus reducing costs and
minimizing rate impacts on the 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 third lowest
water rate out of the 22 member agencies in San Diego County and the sixth lowest sewer
17
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.
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.
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.
7
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15
9
15
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14
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14
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13
8
13
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4
52,615
55,157
51,500
52,000
52,500
53,000
53,500
54,000
54,500
55,000
55,500
0
20
40
60
80
100
120
140
160
180
200
2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018
Em
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Fiscal Year
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rate out of the 28 sewer service providers in the County. 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 106.7% while the District’s retail water rates have increased a lesser 93.2%.
Wholesale Water Supply Costs vs. District Retail Rate Increases
The District currently delivers water service to 49,761 potable and 719 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), and
seawater desalination.
The District 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 reduces dependence on water treatment facilities located outside
of the County.
The District also collects and recycles wastewater from approximately 4,669 homes and
businesses. The District collects wastewater and delivers it to its Ralph W. Chapman Water
0%
20%
40%
60%
80%
100%
120%
2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017
106.7%
93.2%
CWA Water Cost Increase
Otay Water Rate Increase
vii
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.
Water Cost of Service Study
During FY 2017, the District contracted with HDR Engineering, Inc., to perform a cost of
service study for potable and recycled water customers. The study recommended changes
to the District’s rate structure and the Board directed staff to implement the changes in the
FY 2018 budget. The FY 2018 rates include the following proposed changes to the rate
structure:
The FY 2017 conservation tier for residential customers has been eliminated,
reducing the number of residential tiers from four tiers to three tiers.
The FY 2017 system fee structure was based solely on meter size. The FY 2018
structure bases the fee on both customer type and meter size.
The Irrigation, Commercial, and Public customer’s variable rate structures have
been changed from a tiered rate structure to a unitary or flat rate structure.
Fiscal Year 2018 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 $98,248,200 for FY 2018. Revenues from
potable and recycled water are projected to be $86,899,400, approximately $5,760,500 more
than the FY 2017 budget. District staff expects water sales volumes to increase by 3.1%
compared to FY 2017 budgeted sales. The District projects sewer revenues to be $2,869,400,
approximately $49,500 less than FY 2017. The remaining budgeted revenues of $8.4 million
come from various special fees, assessments, and miscellaneous income.
Other significant aspects of the Operating Budget are:
A balanced budget supporting the goals of the Strategic Plan.
The use of an economist to project growth for the region.
An updated six-year Rate Model to ensure sound financial planning and reserve
levels.
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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.
No water rate increase budgeted for January 1, 2018 and a 7.5% rate increase for
sewer, effective January 1, 2018.
Metro sewer costs includes the minimal impact of the City of San Diego’s Pure Water
Program costs.
Reduction in staffing levels from 135 full-time equivalent positions last year to 134
this year, minimizing impacts on rate increases.
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 2018-2023 CIP Budget contains
103 projects and totals $102.3 million. The District anticipates borrowing $5.5 million from
the Clean Water State Revolving Fund for the Campo Road Sewer Replacement project
(S2024). The debt will include a 30-year maturity, with an estimated interest cost of 1.7%.
The FY 2018 budget contains 87 projects and totals $20.0 million. Of the 87 projects planned
for FY 2018, two are designated as reimbursable projects with an estimated cost totaling
$45,000 (P2430 and R2084). These projects are built by developers and reimbursed by the
District. This year’s CIP budget increased by $12.5 million compared to last year’s projection,
primarily due to the addition of the meter replacement project (P2604).
The following shows how the $20.0 million of projects are broken down into four categories:
Expansion projects $ .2 million
Betterment projects $ 2.7 million
Replacement projects $ 17.1 million
New Supply projects $ .01 million
Awards and Acknowledgments
The Government Finance Officers Association of the United States and Canada
(GFOA) presented Otay Water District the Distinguished Budget Presentation Award
for its annual budget for the fiscal year beginning July 1, 2016. In order to receive this
award, a governmental unit must publish a budget document that meets program
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criteria as a policy document, as an operations guide, as a financial plan, and as a
communications device.
Awards and Acknowledgments (continued)
The California Society of Municipal Finance Officers (CSMFO) presented Otay Water
District the Certificate of Award for Excellence in Operating Budgeting for Fiscal Year
2016-2017.
The California Society of Municipal Finance Officers (CSMFO) presented Otay Water
District the Certificate of Award for Excellence in Capital Budgeting for Fiscal Year
2016-2017.
The Government Finance Officers Association Officers (GFOA) presented Otay Water
District the Certificate of Excellence in Financial Reporting for its Comprehensive
Annual Financial Report for the Fiscal Year ended June 30, 2016.
Conclusion
The challenges presented this year were 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.
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
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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 2016-
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.
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.
xi
Financial Awards
The California Society of
Municipal Finance Officers
(CSMFO) presented Otay
Water District the Operating
Budget Excellence Award
for Fiscal Year 2016-2017.
The California Society
of Municipal Finance
Officers (CSMFO)
presented Otay Water
District the Capital
Budgeting Excellence
Award for Fiscal Year
2016-2017.
xii
Financial Awards
The Government Finance Officers Association Officers (GFOA)
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, 2016.
xiii
Award
The Construction Management Association of America
(CMAA) presented the Otay Water District with the
2017 Distinguished Owner Honoree Award.
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RESOLUTION NO. 4336
A RESOLUTION OF THE BOARD OF DIRECTORS OF
OTAY WATER DISTRICT ADOPTING THE
FISCAL YEAR 2017-2018
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 2017-2018; and
WHEREAS, the Fiscal Year 2017-2018 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 2017-2018.
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
xv
the General Manager to update the Salary Schedule whenever
necessary to reflect changes made within his authority.
PASSED, APPROVED AND ADOPTED by the Board of Directors of
Otay Water District at a board meeting held this 24th day of May
2017, by the following vote:
ATTEST:
Ayes: Directors Gastelum, Robak and Smith
Noes: None
Abstain: Director Thompson
Absent: Director Croucher
President
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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, key challenge, statement of values, District formation, organizational chart, CIP
budget process, CIP budget calendar, water and sewer comparison, economic outlook, and the
District’s Strategic Plan.
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 high quality and reliable water and wastewater services to the customers of the Otay
Water District, in a professional, effective, and efficient manner.
Vision
A District that is innovative in providing water services at competitive rates, with a reputation for
outstanding customer service.
Key Challenge
Our key challenge, as District staff, is to quantify and demonstrate our commitment and ability to
optimize our resources, business processes, and technology to achieve the Strategic Plan goals. We,
as a team, commit to regularly assess and document how our decisions and work practices
accomplish our goals and objectives.
Statement of Values
.
We take pride that our commitment to customer-centered
service is our highest priority.
We strive to provide the highest quality and value in all that we
do.
We commit ourselves to doing the right thing. Ethical behavior,
trustworthiness, and accountability are the District’s
foundation.
We see each individual as unique and important. We value
diversity and open communication to promote fairness,
dignity and respect.
We promote mutual trust by sharing information, knowledge
and ideas to reach our common goals.
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% of its treated water. Of
that, about 85% 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 (6)
Safety and
Security
Administration
Purchasing
and Facilities
Controller and
Budgetary
Services
Treasury and
Accounting
Services
Customer
Service
Meter
Maintenance
Water System
Operations
Utility
Maintenance/
Construction
Water Resources,
Planning, Design
and
Environmental
Si
Administrative
Services
(23)
Human
Resources
Information
Technology
and Strategic
Planning
Finance
(29)
Geographic
Information
System
Public Services
and
Field Services
Engineering
(24)
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 1.4%.
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
Governor’s
Mandate
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 2017-2018, 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.
January March April May-June July–January
1/11/17
Budget workbooks and
instructions for the
Operating and Capital
Budget are distributed to
departments
1/11/17 - 2/17/17
Departments begin CIP
Budget Process which
includes:
Review existing FY
2016 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 6/30/16 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.
3/6/17
Finance Preliminary
Review of CIP Budget
FY 2018
3/13/17
Engineering reviews
and prepares CIP
budget and submits to
finance for review and
to incorporate into rate
model to determine
proposed rates
3/20/17
CIP budget presented
to the General
Manager for review
and comments
3/29/17
Review CIP Updates
4/4/17
Engineering reviews
CIP Budget with
Finance and General
Manager
4/20/17
General Manager
performs preliminary
review of budget.
5/4/17
Review assumptions
and rates with
Chiefs and General
Manager
5/15/17
FY 18 Budget:
Practice Run-
through
05/24/17
Board
Meeting/Budget
Workshop –
approval of the
FY 2018-2023 Capital
Improvement
Program Budget
and the FY 2017-
2018 Operating and
Capital Budget
5/24/17 Board gave
direction to staff to
mail rate notices to
customers
7/17/17-8/15/17
Rate increase
message inserted
with water and
sewer billing
10/04/17
Proposition 218
Hearing on water
rates
1/1/18
Water and Sewer
Rate Increase
9
Overview
Demographics
The population of the Otay Water District has grown from 114,937 in 1980 to 223,754 in 2016. At that
time the average persons per household was 3.46. For 2016, SANDAG reports the City of Chula
Vista’s ethnic/racial makeup with 44.6% Hispanic, 8.5% non-Hispanic white, 17.2% Asian and the
remaining population are of other ethnic/racial descent. In a recent economic forecast conducted
by The London Group Realty Advisors, the District’s median age is 36 and 34.6% of adults have a
four-year degree or higher. The average household income is $107,876 and the median household
income is $89,837.
Otay Water District Demographics
Population 223,754
Persons/Household 3.46
Ethnic/Racial makeup
Hispanic 44.6%
Non-Hispanic White 8.5%
Asian 17.2%
Other 15.2%
Median Age 36
Percentage with 4 year degree or higher 34.6%
Average Household Income $ 107,876
Median Household Income $ 89,837
Source: SANDAG, The London Group Realty Advisors, Claritas Demographics
Service Area Assessed Valuation
The District’s service area encompasses property with over $27.6 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.
$0
$5
$10
$15
$20
$25
$30
FY 2013 FY 2014 FY 2015 FY 2016 FY 2017
Bi
l
l
i
o
n
s
Source: County of San Diego, Property Tax Services
10
Overview
Ten Principal Taxpayers as of June 30, 2017
Organization Assessed Percent
Value to Total
1. JOHN HANCOCK LIFE INSURANCE CO U S A $ 143,985,157 0.550%
2. VILLA MARINA DEL LLC 115,380,000 0.440%
3. REGULO PLACE APARTMENTS INVESTORS LLC 105,233,043 0.400%
4. HOMEFED OTAY LAND II LLC 103,148,000 0.400%
5. BRISA ACQUISITIONS LLC 102,677,670 0.390%
6. VISTA PACIFIC VILLAS LP 93,349,400 0.360%
7. B R E-F M C A LLC 77,685,406 0.300%
8. OTAY-TIJUANA VENTURE LLC 71,865,268 0.280%
9. SP LAVIDA REAL LLC 69,142,541 0.270%
10. CAMDEN USA INC. 68,096,135 0.260%
Total Top 10 Principal Taxpayers $ 50,562,620 3.650%
Total Service Area Assessed Valuation $ 26,057,698,553
Ten Largest Customers – Fiscal Year 2017
Customer Customer Annual % of Water
Name Type Revenues Sales
1. CITY OF CHULA VISTA Publicly Owned $ 3,620,279 4.3%
2. STATE OF CALIFORNIA Publicly Owned 101,7064 1.2%
3. EASTLAKE III COMMUNITY Commercial 750,769 0.9%
4. COUNTY OF SAN DIEGO Publicly Owned 637,974 0.8%
5. HOMEFED OTAY LAND II, LLC Commercial 598,046 0.7%
6. CHULA VISTA SCHOOL DISTRICT Publicly Owned 524,968 0.6%
7. EASTLAKE COUNTRY CLUB Commercial 442,514 0.5%
8. STEELE CANYON GOLF CLUB LLC Commercial 353,981 0.4%
9. SWEETWATER SCHOOL DISTRICT Publicly Owned 335,488 0.4%
10. WINDINGWALK MASTER ASSOCIATION Commercial 306,520 0.4%
Total 10 Largest Customers $ 8,587,604 10.3%
Total District Customers $ 83,724,411
Source: County of San Diego, Property Tax Services
11
The District strives to remain cost effective in its rate setting by controlling operating costs, yet passing
through the full cost of supply. The District conducted a survey of the water rates of its neighboring
water providers within San Diego County. The following chart shows that the District has the 3rd
lowest water rates in San Diego County.
Overview
Projected water bill for FY 2018
Based on 12 Units of water Use and 3/4 inch meter size
Water Rate Comparison, Member Agency Water Rates
123.09
122.47
118.43
108.02
104.26
101.28
91.46
90.92
89.19
87.84
86.98
84.54
84.00
82.09
81.46
80.61
80.71
77.08
76.71
76.49
71.92
65.66
$- $20 $40 $60 $80 $100 $120
Yuima
Padre Dam
*Ramona
Valley Center
Rainbow
Fallbrook
Escondido
Vista
Rincon
Del Mar
San Diego
Helix
Carlsbad
*Poway
Vallecitos
Oceanside
Olivenhain
Sweetwater
Santa Fe
Otay Water District
*San Dieguito
*Lakeside*
*At the time of the survey, August 2017, the member agency's FY 2018 rate was unavailable. The estimated
increase is equal to the District's FY 2018 average rate increase.
12
Water consumption based sewer rate Flat sewer rate Otay Water District
* At the time of the survey, August 2017, the agency's FY 2018 rate was unavailable. The estimated
increase is equal to the District's FY 2018 average rate increase
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 has among the lowest sewer rates in the County
of San Diego.
Overview
Sewer Rate Comparison, San Diego County
102.11
80.03
76.88
76.54
73.03
71.99
70.67
67.08
64.02
59.54
59.25
55.97
53.76
52.48
51.58
51.20
49.90
49.49
49.49
48.99
48.75
45.33
39.45
38.99
32.08
30.52
28.64
27.81
$- $20 $40 $60 $80 $100 $120
Del Mar
*Rainbow
Encinitas
*Fallbrook
Olivenhain
Padre Dam
*Rancho Santa Fe
*Ramona
Oceanside
Vista
Buena
*Solana Beach
Valley Center - MG
*San Diego, City
Imperial Beach
*El Cajon
Escondido
Chula Vista
La Mesa
*Poway
Lemon Grove
Coronado, City
Otay Water District
Vallecitos
National City
San Diego, County
Leucadia
Carlsbad
Projected sewer bill for FY 2018
Based on 9.5 units of water use and 3/4 inch residential meter size.
13
Overview
San Diego Rainfall
San Diego received more than normal rainfall in FY 2017, the District anticipated that San Diego's
rainfall will continue to maintain the average pattern and volume for FY 2018. The 10-year average
of 9.16 inches for San Diego rainfall reflects the long-term drought conditions for our area. San
Diego's rainfall average over 20 years is 9.05 inches; the 30-year average is 9.55 inches; and the 40-
year average is 10.42 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.
The San Diego rainfall information shown in the chart below uses data from the San Diego Airport
at Lindbergh Field and is provided by the Western Regional Climate Center. More information can
be obtained from their website: http://www.wrcc.dri.edu. The Western Regional Climate Center’s
website data, in turn, is derived from data received from the National Climatic Data Center, the
National Weather Service, the National Resource Conservation Service, the Bureau of Land
Management, the U.S. Forest Service, and other federal, state, and local agencies. Although the data
reflects actual rainfall at Lindbergh field, it is representative of rainfall for the area served by the
District.
7.49 9.17
11.01
12.66
8.03
6.48 5.74
7.68
10.38
12.97
0
2
4
6
8
10
12
14
2008 2009 2010 2011 2012 2013 2014 2015 2016 2017
In
c
h
e
s
Annual Rainfall 10 year average
14
Overview
Current Economic Conditions
San Diego County Water Supply
A safe, reliable water supply is crucial for the vitality of the San Diego region’s $222 billion economy
and quality of life for 3.3 million residents, including Otay Water District’s more than 223,000
customers it serves. San Diego County imports approximately 85% of its water from the Colorado
River and Northern California. Since these sources face legal and environmental constraints, the
region has been making investments in the region’s water delivery and storage system and exploring
other avenues to ensure an adequate water supply. This includes water recycling, water-use
efficiency programs, water storage, groundwater desalination, and seawater desalination.
Desalinated Water Supply
In December 2015, the Claude “Bud” Lewis Carlsbad Desalination Plant began producing
approximately 50 million gallons of water per day to CWA, enough to serve approximately 400,000
people, meeting 7% to 10% of the region’s demand. Since the production desalinated water from
the Carlsbad plant, District’s customers have received an average of 10% of this highly reliable,
drought-proof water supply. An acre-foot is approximately 325,900 gallons or enough to supply two
typical single-family households of four for a year.
Economic Outlook
At the start of each budget cycle, the District enters into a contract with an economist to complete
an economic outlook study for both San Diego County and the area served by the District. The
following summarizes the conclusions and projections as to the growth of San Diego County and
the District’s service area:
San Diego County’s economy continues to experience solid growth. The unemployment rate
dropped to 4.2% in December and is lower than the national and state rates of 4.5% and
5.0%, respectively.
San Diego County added 28,900 jobs in 2016, a 2% increase for 2017. Another year of solid
job gains with an additional dip in the unemployment rate. The county is expected to add
another 25,000 to 30,000 jobs annually for the foreseeable future.
San Diego County’s population will continue to grow in the near future by more than 25,000
persons annually.
Housing construction is forecasted to average 10,000 to 11,000 units annually during each of
the next six years, with as much as 21% of that growth in the District’s service area.
As much as 70% of the new housing in the District’s service area will be attached, both for
sale and rental.
Commercial development in the District’s service area is expected to increase as office and
retail space ramps up in the millenia masterplan community. The millenia project includes
nearly 3,000 multi-family residential units, an office park, retail uses, parks and a hotel.
15
Overview
Future Development
Using the economist’s report, the District’s engineering staff projects that over the next six years the
District will sell another 3,438 meters which translates to 4,309 equivalent dwelling units (EDUs).
Residential Construction
The following table summarizes the projected units for sale and units for rent from fiscal year 2017
through fiscal year 2023.
Projected Units for Sale and Rental
Otay Water District Service Area
FY 2017 through FY 2023
Project 2017 2018 2019 2020 2021 2022 2023 Total
Total Single-Family Units 35 266 477 591 863 656 566 3,454
Total Condominium 129 479 494 500 597 586 442 3,227
Total Rental 0 175 252 723 834 838 300 3,122
Total Units 164 920 1,223 1,814 2,294 2,080 1,308 9,803
% Multi-Family 79% 71% 61% 67% 62% 68% 57% 65%
Source: The London Group Realty Advisors, March 2017
Projected Meter Sales in EDUs
34
4
62
8
77
8
1,
0
8
7
83
3
63
9
0
200
400
600
800
1,000
1,200
FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023
16
Overview
Commercial Construction
Commercial construction in the District is projected to be modest during the next six years with
3,939,190 square feet of commercial development in the planning stages and under construction.
Industrial space has the most leasable space with an estimated 1,774,032 square feet, of which
123,456 square feet is currently under construction. There are also 840 total hotel rooms in five
planned hotel projects with 283 rooms in two projects that are currently under construction. There
is 1,643,583 square feet of space and 205 hotel rooms with an unknown delivery date since delivery
expectations are typically contingent on the identification of a lessee prior to construction.
Under Construction and Planned Commercial Development
Expected
Delivery Year
Industrial
(S.F.)
Office
(S.F.)
Retail
(S.F.)
Total
(S.F.)
Hotels
(Rooms)
2017 123,456 0 13,144 136,600 283
2018 356,910 318,000 145,230 820,140
2019 0 712,100 20,000 732,100
2020 0 395,000 26,767 421,767 152
2018-2021 185,000 0 0 185,000 200
Unknown 1,108,666 309,000 225,917 1,643,583 205
TOTAL 1,774,032 1,734,100 431,058 3,939,190 840
Source: The London Group Realty Advisors, CoStar
The Future
Rosarito Desalination and the Otay Mesa Conveyance and Disinfection System Projects
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. On May 16, 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 authorizes
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.” Purchasing and transporting water from Aguas de Rosarito’s
desalination plant in Rosarito, Baja California, Mexico, is a component of the District’s water supply
diversification efforts. The Rosarito plant could potentially produce water to meet up to two-thirds of
the District’s projected water use by 2024. The District currently provides water service to a population
of more than 223,000 people, which is expected to increase to more than 308,000 by 2050. The
Rosarito Desalination Project would produce 100 million gallons of water daily in two phases. The
first phase, expected to be operational by late 2019 or early 2020, would make 50 million gallons or
17
Overview
The Future (continued)
Rosarito Desalination and the Otay Mesa Conveyance and Disinfection System Projects (continued)
more of desalinated water available daily to the Tijuana/Rosarito region. The second phase,
expected to be completed by 2024, would deliver up to an additional 50 million gallons daily, with 10
to 30 percent of that water available to the District. In addition to the construction of a potable water
pipeline on the U.S. side of the border, the project also includes a pump station, and disinfection
facility. This would be the first cross-border water supply project of its kind to import water to the
U.S. from Mexico. The project has 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 require 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.
18
Strategic Plan
Balanced Scorecard Perspective
The Balanced Scorecard is used as a core methodology for the District’s Strategic Plan. This method
aligns business activities to the vision and strategy of the organization and is designed to ensure that
a company is performing consistently on a
wide range of measures necessary to ensure
both short-term and long-term advancements.
The Balanced Scorecard emphasizes an
integrated strategic approach for the
development of goals and measures in four
perspectives: customer, financial, business
processes, and learning and growth.
Major components of the Strategic Plan are
the District’s strategic objectives which guide
the agency’s efforts to meet and positively
adapt to change. Each objective is broken
down by the balanced scorecard, strategy,
and the goal required to meet the specific
challenge.
Customer Deliver high quality services to meet and increase confidence of the
customer in the value the District provides
Financial Manage the financial issues that are critical to the District
Business Processes Maximize efficiency and effectiveness
Learning & Growth Provide leadership and management expertise
Performance measures and targets are a critical element of the Strategic Plan but differ from
strategic plan objectives. Objectives identify the action items that are necessary to execute the
mission of the District. Performance measures are designed to ensure the day-to-day operations
and services of the utility are meeting agreed upon expectations.
19
Administrative Services Objectives
Goal Objective Status
Improve and expand
communications
Regularly produce and evaluate communications tools
and explore the effective use of new media options
including: electronic newsletters, auto-dialer services,
video streaming, social networks, or web media to ensure
the District’s outreach efforts are cost-effectively reaching
all stakeholders
On Schedule
Provide effective water services Optimize SCADA program Completed
Goal Objective Status
Actively manage water supply
as well as support for water
and sewer services
Evaluate and enhance the District's water conservation
programs and services On Schedule
Optimize asset management program On Schedule
Enhance District’s enterprise facilities physical security On Schedule
Enhance District's enterprise confined space program On Schedule
Advance business processes and operational efficiencies
through implementation of Information Technology Completed
Evaluate implementation of an on-line performance
management system On Schedule
Goal Objective Status
Reinforce a results-oriented and
accountable culture
Negotiate a successor Memorandum of Understanding for
represented employees for 2018 and beyond and related
compensation and benefits for unrepresented employees
with emphasis on making necessary updates to employee
health benefits related to health care reform
On Schedule
Enhance District's Emergency Response Program On Schedule
Evaluate opportunities to combine or transfer similar work
functions Completed
Evaluate training and development programs for new and
existing Supervisors/Managers Completed
Strategic Plan
Le
a
r
n
i
n
g
&
G
r
o
w
t
h
Cu
s
t
o
m
e
r
Identify and evaluate
improvements to enterprise
and departmental business
processesBu
s
i
n
e
s
s
P
r
o
c
e
s
s
e
s
Focus on achieving a lean,
flexible workforce
20
Administrative Services Objectives
Administrative Services Performance Measures
Balanced Scorecard:Business Processes
Target:No less than 99.5% each quarter in a year
Measurement Method:99.5% = 3.60 hours of downtime per month/1.83 days of downtime in a year
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 99.5% 99.5% 99.5% 99.5%
Actual (1)99.9% 99.9% 99.5% 99.5%
Balanced Scorecard:Learning and Growth
Target:Less than 5% turnover in a year
Measurement Method:
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 5.0% 5.0%5.0% 5.0%
Actual (1)3.2% 0.0% 0.7% 0.0%
Balanced Scorecard:Learning and Growth
Target:12 hours or more per employee per year
Measurement Method:
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 12.0 12.0 12.0 12.0
Actual (1)17.5 23.0 22.9 12.0
Strategic Plan
Number of voluntary resignations (not including retirements) /Average
number of employees
Total qualified training hours for all employees/ Average number of full time
employees (FTE)
Enterprise Technology Services Availability
Employee Voluntary Turnover Rate
Training Hours per Employee
(1) FY 17-18 Projected Measure
21
Balanced Scorecard:Learning and Growth
Target:24 hours or more per field employee per year
Measurement Method:
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 24.0 24.0 24.0 24.0
Actual (1)43.1 36.8 30.8 24.0
Balanced Scorecard:Learning and Growth
Target:No more than 6.6 injury incidents per 200,000 hours worked in a year
Measurement Method:[200,000 (Number of injuries and illnesses)]/Employee hours worked
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 6.6 6.6
Actual (1)4.9 6.6
Safety Training Program
Administrative Services Performance Measures
(1) FY 17-18 Projected Measure
(2) FY 16-17 is the first year for this performance measure
Strategic Plan
Number of safety training hours/Number of field employees (includes
mandated training)
Injury Incident Rate(2)
22
Finance Objectives
Goal Objective Status
Increase customer confidence
in the District Enhance communications with customers On Schedule
Goal Objective Status
Implement a cost Benefit Program On Schedule
Strengthen Internal Audit Program On Schedule
Goal Objective Status
Identify and evaluate
improvements to enterprise
and departmental business
processes
Improve and streamline Meter Related Processes Completed
Cu
s
t
o
m
e
r
Fi
n
a
n
c
i
a
l
Bu
s
i
n
e
s
s
Pr
o
c
e
s
s
e
s
Maintain District financial
strength
Strategic Plan
23
Balanced Scorecard:Customer
Target:No less than 97% each quarter in a single year
Measurement Method:Number of all calls answered/Number of all calls received
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 97.0% 97.0% 97.0% 97.0%
Actual (1)98.3% 97.8% 98.1% 97.0%
Balanced Scorecard:Financial
Target:No less than 99.80% per quarter in a year
Measurement Method:Number of correct bills/Number of total bills
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 99.8% 99.8% 99.8% 99.8%
Actual (1)99.8% 99.9% 99.9% 99.8%
Balanced Scorecard:Financial
Target:In development
Measurement Method:Number of customers paying bills electronically/Total number of customers
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 75.6% 75.6%
Actual (1) 75.6% 75.6%
Balanced Scorecard:Financial
Target:Less than 100% of the budgeted overtime in a year
Measurement Method:Actual overtime costs (including comp time)
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 100.0% 100.0% 100.0% 100.0%
Actual (1)98.0% 129.0% 118.0% 100.0%
Balanced Scorecard:Financial
Target:Bottom 50 percentile for the 28 sewer service providers in San Diego
Measurement Method:Otay percentage ranking for the average bill for sewer among regional agencies
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 14 14 14 14
Actual (1)8755
(2) FY 15-16 is the first year for this performance measure
(1) FY 17-18 Projected Measure
Finance Performance Measures
Strategic Plan
Answer Rate
Billing Accuracy
Percentage of Customers Paying Bills Electronically (2)
Overtime Percentage
Sewer Rate Ranking
24
Balanced Scorecard:Financial
Target:Bottom 50 percentile for the 22 member agencies in San Diego
Measurement Method:Otay percentage ranking among regional agencies
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 11 11 11 11
Actual (1)11 10 11 3
Balanced Scorecard:Financial
Target:150% excluding growth revenue
Measurement Method:Qualified net operating revenues/Debt service requirements
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 150.0% 150.0% 150.0% 150.0%
Actual (1)168.0% 171.0% 200.0% 236.0%
Balanced Scorecard:Financial
Target:The annual average is 85.0%
Measurement Method:
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 85.0% 85.0% 85.0% 85.0%
Actual (1)100.0% 78.0% 85.0% 85.0%
Balanced Scorecard:Financial
Target:Less than 5% in a year
Measurement Method:100 [Volume purchased – (volume sold + volume used) /Volume purchased]
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 5.0% 5.0% 5.0% 5.0%
Actual (1)2.5% 4.0% 4.1% 5.0%
Strategic Plan
Number of reserve funds that meet or exceed fund target levels/Total number of
reserve funds
Finance Performance Measures
(1) FY 17-18 Projected Measure
Water Rate Ranking
Debt Coverage Ratio
Reserve Level
Distribution System Loss
25
Balanced Scorecard:Financial
Target:406 accounts per FTE
Measurement Method:Potable + Recycled + Sewer Accounts/ Number of full time employees
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 406.0 412.0
Actual (1) 406.0 415.0
Balanced Scorecard:Financial
Target:Less than $544.88 per account in a year
Measurement Method:Total O&M costs/Number of Accounts
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target $531 $531 $544 $561
Actual (1)$511 $503 $517 $561
(2) FY 16-17 is the first year for this performance measure
(1) FY 17-18 Projected Measure
Strategic Plan
Finance Performance Measures
Accounts per Full-Time Employee (FTE) (2)
O & M Cost per Account
26
Operations Objectives
Goal Objective Status
Improve and expand
communications
Evaluate requirements for future Emergency
Communication system On Hold
Goal Objective Status
Electric power and fuel management practices On Schedule
Optimize Operations Non-Inventory Management On Schedule
Goal Objective Status
Leak Detection and Repair Program On Schedule
Pressure Vessel Maintenance Program On Schedule
Operations Workflow Process Evaluation On Schedule
Streamline input of operations data Behind
Schedule
Bu
s
i
n
e
s
s
P
r
o
c
e
s
s
e
s
Identify and evaluate
improvements to enterprise
and departmental business
processes
Actively manage water supply
as well as support for water
and sewer services
Strategic Plan
Cu
s
t
o
m
e
r
Fi
n
a
n
c
i
a
l
Improve financial information
and systems
27
Balanced Scorecard:Customer
Target:
Measurement Method:
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 9.00 9.00 9.00 9.00
Actual (1)3.69 5.12 3.94 4.25
Balanced Scorecard:Financial
Target:66% of labor dollars spent on preventive maintenance per quarter in a year
Measurement Method:Total planned maintenance cost/Total maintenance cost
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 66.0% 66.0% 66.0% 66.0%
Actual (1)66.0% 75.0% 70.0% 66.0%
Balanced Scorecard:Financial
Target:70% of labor dollars spent on preventive maintenance per quarter in a year
Measurement Method:Total planned maintenance cost/Total maintenance cost
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 70.0% 70.0% 70.0% 70.0%
Actual (1)91.0% 86.0% 91.0% 70.0%
Balanced Scorecard:Financial
Target:77% of labor dollars spent on preventive maintenance per quarter in a year
Measurement Method:Total planned maintenance cost/Total maintenance cost
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 77.0% 77.0% 77.0% 77.0%
Actual (1)91.6% 91.8% 90.6% 77.0%
Balanced Scorecard:Financial
Target:No more than $1,050 per MG spent on wastewater treatment in a year
Measurement Method:Total O&M costs directly attributable to sewer treatment /Total volume (in MGD)
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target $1,050 $1,050 $1,050 $1,050
Actual (1)$785 $913 $1,096 $1,050
Technical Quality Complaint
Planned Potable Water Maintenance Ratio in $
Planned Recycled Maintenance Ratio in $
Planned Wastewater Maintenance Ratio in $
Direct Cost of Treatment per MGD
Strategic Plan
Operations Performance Measures
No more than 9 complaints per 1,000 customer accounts in a year
1,000 (Number of technical quality complaints)]/Number of active customer
accounts per reporting period
(1) FY 17-18 Projected Measure
28
Balanced Scorecard:Financial
Target:No more than $1,925 per MG spent on O&M for wastewater treatment in a year
Measurement Method:Total O&M cost (less depreciation)/Volume in MG processed
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target $1,925 $1,925 $1,925 $1,925
Actual (1)$1,150 $1,458 $1,483 $1,925
Balanced Scorecard:Financial
Target:20% by the end of the year
Measurement Method:Percentage distribution system surveyed for leaks
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 20.0% 20.0% 20.0% 20.0%
Actual (1)20.0% 20.0% 33.0% 20.0%
Balanced Scorecard:Business Processes
Target:90% each quarter in a year
Measurement Method:Number of PM's completed/Number of PM's scheduled to be completed
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 90.0% 90.0% 90.0% 90.0%
Actual (1)98.9% 100.0% 100.0% 90.0%
Percent of Preventative Maintenance Completed – Reclamation Plant
Balanced Scorecard:Business Processes
Target:90% each quarter in a year
Measurement Method:Number of PM's completed/Number of PM's scheduled to be completed
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 90.0% 90.0% 90.0% 90.0%
Actual (1)98.0% 100.0% 99.0% 90.0%
Percent of Preventative Maintenance Completed – Pump/Electric
Balanced Scorecard:Business Processes
Target:90% each quarter in a year
Measurement Method:Number of PM's completed/Number of PM's scheduled to be completed
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 90.0% 90.0% 90.0% 90.0%
Actual (1)100.0% 100.0% 100.0% 90.0%
(1) FY 17-18 Projected Measure
O&M Cost per MGP - Wastewater
Leak Detection Program
Percent of Preventative Maintenance Completed – Fleet Sho
Strategic Plan
Operations Performance Measures
29
System Valve Exercising Program
Balanced Scorecard:Business Processes
Target:770 valves per quarter/3,080 valves in a year
Measurement Method:Actual number of valves exercised
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 3,080 3,080 3,080 3,080
Actual (1) 3,425 4,549 3,228 3,080
Potable Water Distribution System Integrity
Balanced Scorecard:Business Processes
Target:16 leaks or breaks per 100 miles of distribution piping in a year
Measurement Method:[100 (Annual total number of leaks & breaks)] / Total miles of distribution pipes
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 16.0 16.0 16.0 16.0
Actual (1)17.1 11.1 10.3 16.0
Collection System Integrity
Balanced Scorecard:Business Processes
Target:No more than 3.6 system failures per 100 miles of collection system pipeline in a year
Measurement Method:[100 (Collection system failure)] /Total miles of collection system piping
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 3.6 3.6 3.6 3.6
Actual (1)0.0 0.0 1.0 0.0
Recycled Water System Integrity
Balanced Scorecard:Business Processes
Target:
Measurement Method:[100 (Collection system failure)] /Total miles of collection system piping
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 6.6 6.6 6.6 6.6
Actual (1)1.1 0.00 0.9 0.0
Potable Water Compliance Rate
Balanced Scorecard:Business Processes
Target:100% each quarter in a year
Measurement Method:All primary health regulations are met
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 100.0% 100.0% 100.0% 100.0%
Actual (1)100.0% 100.0% 100.0% 100.0%
(1) FY 17-18 Projected Measure
No more than 6.6 system failures per 100 miles of recycled distribution system in a
year
Strategic Plan
Operations Performance Measures
30
Sewer Overflow Rate
Balanced Scorecard:Business Processes
Target:Overflows per quarter in a year is zero
Measurement Method:
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 0000
Actual (1)0010
Emergency Facility Power Testing
Balanced Scorecard:Business Processes
Target:100% of the District’s facilities tested per year (34 facilities)
Measurement Method:Number of facilities and generators tested/Total facilities
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 34 29 34 34
Actual (1)36 29 36 34
Main Flushing and Hydrant Maintenance (2)
Balanced Scorecard:Business Processes
Target:215 or more mains flushed and fire hydrants maintained in a single year
Measurement Method:Number of mains flushed and fire hydrants maintained
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 215 215 215 215
Actual (1)753 463 355 215
Critical Valve Exercising
Balanced Scorecard:Business Processes
Target:100% of identified critical valves exercised in a year
Measurement Method:Cumulative number of mains flushed plus hydrants maintained
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 520 631 631 631
Actual (1)520 631 631 631
Tank Inspection and Cleaning
Balanced Scorecard:Business Processes
Target:8 potable water storage tanks/reservoirs are cleaned per fiscal year
Measurement Method:Number of tanks cleaned and inspected annually
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 8878
Actual (1)5118 8
(1) FY 17-18 Projected Measure
(2) In FY 14-15, fire hydrant maintenance was the focus for the valve crew. For FY 15-16 and FY 16-17, main flushing was completed as needed
[100 (Total number of sewer overflows)]/Total miles of pipe in the sewage collection
system
Strategic Plan
Operations Performance Measures
31
Engineering Objectives
Goal Objective Status
Evaluate City of San Diego's Pure Water Program
Planning/Implementation On Schedule
Address dependency of imported water Completed
Sewer system business evaluation Completed
Evaluate the viability of implementing an Indirect Potable
Reuse Program Completed
Evaluate efficiencies for delivering capital assets Completed
Streamline work processes in four strategic areas
including departmental synergies, technology,
procurements, and alignment of business practices
Completed
Revise business practices by modifying the master
recycled water permit Completed
Implement a Habitat Conservation Plan that will streamline
O&M within District easements Completed
Strategic Plan
Identify and evaluate
improvements to enterprise
and departmental business
processes
Bu
s
i
n
e
s
s
P
r
o
c
e
s
s
e
s
Actively manage water supply
as well as support for water
and sewer services
32
CIP Project Expenditures vs. Budget
Balanced Scorecard:Financial
Target:95% of budget but not to exceed 100%
Measurement Method:Actual quarterly expenditures/Annual budget
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 95.0% 95.0% 95.0% 95.0%
Actual (1)92.2% 89.8% 109.1% 95.0%
Construction Change Order Incidence
Balanced Scorecard:Financial
Target:No more than 5% per quarter in a year
Measurement Method:
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 5.0% 5.0% 5.0% 5.0%
Actual (1)1.9% 1.8% 1.5% 5.0%
Mark-out Accuracy
Balanced Scorecard:Business Processes
Target:No less than 100% every quarter in a single year
Measurement Method:
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 100.0% 100.0% 100.0% 100.0%
Actual (1)100.0% 100.0% 100.0% 100.0%
Project Closeout Time
Balanced Scorecard:Business Processes
Target:No more than a 45 day average per quarter in a year
Measurement Method:
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 45.0 45.0 45.0 45.0
Actual (1)29.0 37.3 71.2 45.0
Strategic Plan
Total cost of change orders (not including allowances)/Total original construction
contract amount (not including allowances)
Number of mark-outs performed without an at-fault hit/Total number of mark-outs
performed
Number of days between NOSC and NOC for all construction projects within the
quarter/Number of construction projects
Engineering Performance Measures
(1) FY 17-18 Projected Measure
33
Annual Recycled Water Site Inspections
Balanced Scorecard:Business Processes
Target:100% of recycled sites inspected in a year
Measurement Method:
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 100.0% 100.0% 100.0% 100.0%
Actual (1)100.0% 100.0% 100.0% 100.0%
Recycled Water Shutdown Testing
Balanced Scorecard:Business Processes
Target:90% of recycled site shut down tests in a year
Measurement Method:Percentage of recycled water use sites per year compared to those scheduled
FY 14-15 FY 15-16 FY 16-17 FY 17-18
Target 90.0% 90.0% 90.0% 90.0%
Actual (1)100.0% 93.0% 90.0% 90.0%
(1) FY 17-18 Projected Measure
Percentage of recycled sites inspected per year of those required by the
Department of Environmental Health (DEH)
Strategic Plan
Engineering Performance Measures
34
Capital Budget
The District provides water service to a population of approximately 220,000 which is expected to
ultimately increase to 308,000 by the year 2050. This growth, as well as the maintenance of existing
assets, requires long-term capital planning. 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
needs, 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 2018 Capital Budget is $20.0 million and the six-year Capital
Improvement Program (CIP) totals $102.3 million. The CIP is consistent with the District's Water
Facilities Master Plan, Sewer System Management 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 funding categories:
Expansion
Facilities required to support new or future users are funded from capacity fees or user rates.
Betterment
Facilities required because of inadequate capacity or new requirements that benefit existing users
are funded from availability, betterment fees, or rates.
Replacement
Facilities required to renew or replace existing facilities that have deteriorated or have exceeded their
useful life are funded from user rates.
New Water Supply
Facilities required to support new sources of water are funded from new supply fees or user rates.
35
Capital Budget
Assumptions and Criteria
The CIP is developed based on the District's Water Facilities Master Plan and the Sewer System
Mater 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 (P2282 and P2286). Capital
facility projects are items that exceed $10,000 or $20,000 for infrastructure related items (as defined
under Capital Equipment on page 264 of the Glossary) and have a useful life of at least two years.
The CIP projects are identified and are prioritized based on the following criteria:
Safety, restoration of service, immediate obligation, Board directed, or critical system need.
System upgrades or requirements to maintain system reliability in the next few fiscal years.
Need to meet the future growth of the system.
Project requirement may be reduced in capacity or may have low probability of need in the future.
36
FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 Total
Beginning Balance 48,337$ 48,391$ 39,406$ 38,731$ 41,247$ 42,731$ 48,337$
Sources
Capacity Fees 3,138 5,714 7,229 10,623 8,386 6,670 41,760
Debt financing (1)- 5,500 - - - - 5,500
Grants 255 505 500 500 500 133 2,393
Interest 574 553 572 625 738 817 3,879
Temporary Meters 1,429 1,443 1,458 1,475 1,496 1,518 8,819
Availability (Betterment Portion)461 479 498 518 539 560 3,055
New Supply Fee 296 550 702 1,005 794 629 3,976
COPS 2010B Reimbursement 772 772 772 772 772 772 4,632
Transfer from General Fund 22,134 10,410 10,895 11,407 12,574 13,070 80,490
Interfund Transfers 47 51 59 63 71 75 366
Total Sources 29,106 25,977 22,685 26,988 25,870 24,244 154,870
Uses
CIP Projects 20,012 25,828 14,158 15,130 14,943 12,188 102,259
Debt Service 7,527 7,613 7,666 7,791 7,876 7,864 46,337
Developer Services 1,513 1,521 1,536 1,551 1,567 1,583 9,271
Total Uses 29,052 34,962 23,360 24,472 24,386 21,635 157,867
Net Sources (Uses)54 (8,985) (675) 2,516 1,484 2,609 (2,997)
Ending Balance 48,391$ 39,406$ 38,731$ 41,247$ 42,731$ 45,340$ 45,340$
(1) Proposed Funding from the Clean Water State Revolving Fund for Campo Road Sewer Main Replacement
CIP Reserve Funds ($1,000s)
The CIP Reserve Funds presentation, shown on the following pages, is designed to provide an understanding of
how the funding of CIPs is expected to financially influence the District over the next six years. The financial
impacts are based on CIPs and their funding sources, including fund transfers in accordance with the District’s
Reserve Policy, and planned debt issuances. This data is captured in the District’s Rate Model on an annual basis
in order to make these projections.
$0
$10
$20
$30
$40
$50
FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023
CIP Reserve Fund Balances ($1,000s)
Betterment Replacement Expansion New Supply
37
FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 Total
Source
Expansion 150$ 411$ 1,202$ 1,737$ 27$ 199$ 3,724$
Betterment (1)2,740 3,074 1,564 655 2,317 2,240 12,590
Replacement (1)17,107 22,312 11,362 12,708 12,569 9,719 85,775
New Supply 16 31 31 31 31 31 171
Total 20,012$ 25,828$ 14,158$ 15,130$ 14,943$ 12,188$ 102,259$
FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 Total
Fund
Potable 14,132$ 19,551$ 12,150$ 12,554$ 13,703$ 10,148$ 82,238$
Recycled 801 1,039 488 1,627 160 45 4,160
Sewer (1)5,079 5,238 1,520 949 1,080 1,995 15,861
Total 20,012$ 25,828$ 14,158$ 15,130$ 14,943$ 12,188$ 102,259$
CIP Funding Source
CIP by Fund
Six-Year CIP Projects Summary by Source ($1,000s)
Six-Year CIP Projects Summary by Fund ($1,000s)
$-
$5
$10
$15
$20
$25
$30
FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023
Six-Year CIP Projects by Funding Source, in Thousands ($)
Expansion Betterment Replacement New Supply
$-
$5
$10
$15
$20
$25
$30
FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023
Six-Year CIP Projects by Fund, in Thousands ($)
Potable Recycled Sewer
(1) Includes funds from the Clean Water State Revolving Fund38
Expansion
CIP No CIP Project Title FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 Total
P2040 Res - 1655-1 Reservoir 0.5 MG 20$ 50$ 1,175$ 1,610$ 20$ 20$ 2,895$
P2430 PL - 20-inch, 980 Zone, Proctor Valley Road – Village 14 Phase 1 5 5 5 5 5 10 35
P2494 Multiple Species Conservation Plan 30 - - - - - 30
P2500 Padre Dam - Otay Interconnection Dehesa Valley 19 2 2 2 2 19 43
P2547 District Administration Vehicle Charging Stations 6 9 - - - - 16
P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy
Way
- - - - - 150 150
R2077 RecPL - 24-Inch, 860 Zone, Alta Road - Alta Gate/Airway 20 20 - - - - 40
R2079 RecPL - 6-Inch, 450 Zone, Otay Valley Road - Otay
Valley/Entertainment
10 10 10 120 - - 150
R2084 RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media 40 315 10 - - - 365
Total Expansion 150$ 411$ 1,202$ 1,737$ 27$ 199$ 3,724$
Potable 80$ 66$ 1,182$ 1,617$ 27$ 199$ 3,169$
Recylced 70 345 20 120 - - 555
Sewer - - - - - - -
Total Expansion 150$ 411$ 1,202$ 1,737$ 27$ 199$ 3,724$
Betterment
CIP No CIP Project Title FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 Total
P2267 36-Inch Main Pumpouts and Air/Vacuum Ventilation
Installations
10 10 - - - - 20
P2400 PL - 20-Inch Pipeline Replacement, 711 Zone, Otay Lakes
Road - at Santa Paula
- - 47 109 552 - 707
P2405 PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road 5 5 5 50 500 85 650
P2451 Otay Mesa Desalination Conveyance and Disinfection
System
35 69 69 69 69 69 380
P2500 Padre Dam - Otay Interconnection Dehesa Valley 41 4 4 4 4 41 97
P2504 Regulatory Site Access Road and Pipeline Relocation 10 25 25 1 1 5 66
P2521 Large Meter Vault Upgrade Program 25 25 100 100 50 - 300
P2547 District Administration Vehicle Charging Stations 14 21 - - - - 35
P2578 PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000
gpm
- - - 109 992 2,000 3,100
P2608 PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple 5 20 145 5 - - 175
P2613 PL - 12-inch, 520 Zone, Rancho San Diego Towne Center
Loop
10 35 100 5 - - 150
P2619 PS - Temporary Lower Otay Pump Station Redundancy 20 80 485 50 - - 635
R2110 RecPS - 944-1 Optimization and Pressure Zone
Modifications
20 45 - - - - 65
R2116 RecPL - 14-Inch, 927 Zone, Force Main Improvements 200 400 - - - - 600
R2118 Steele Canyon Sewer PS Large Solids Handling
Improvements
50 3 - - - - 53
R2120 RWCWRF Filtered Water Storage Tank Improvements 25 20 400 5 - - 450
R2123 Repurpose Otay Mesa Recycled Water Lines 5 5 5 150 150 35 350
R2125 RecPRS - 927/680 PRS Improvements, Otay Lakes Road 50 145 5 - - - 200
S2024 (1)Campo Road Sewer Main Replacement 2,125 2,125 25 - - - 4,275
S2043 RWCWRF Sludge Handling System 30 - - - - 5 35
(1) Includes funds from the Clean Water State Revolving Fund
Six-Year CIP Projects by Source and Fund ($1,000s)
39
Betterment, Continued
CIP No CIP Project Title FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 Total
S2047 Asset Management - Info Master Sewer Implementation 30 28 - - - - 58
S2061 RWCWRF Aeration Controls Consolidation & Optimization
Upgrades (S)
30 10 150 - - - 190
Total Betterment 2,740$ 3,074$ 1,564$ 655$ 2,317$ 2,240$ 12,590$
Potable 175$ 293$ 979$ 500$ 2,167$ 2,200$ 6,314$
Recylced 350 618 410 155 150 35 1,718
Sewer 2,215 2,163 175 - - 5 4,558
Total Betterment 2,740$ 3,074$ 1,564$ 655$ 2,317$ 2,240$ 12,590$
Replacement
CIP No CIP Project Title FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 Total
P2083 PS - 870-2 Pump Station Replacement 4,000 10,550 1,850 50 50 - 16,500$
P2174 PS - 1090-1 Pump Station Replacement (400 gpm)1 150 200 1,100 1,000 45 2,496
P2282 Vehicle Capital Purchases 363 240 187 236 253 250 1,529
P2286 Field Equipment Capital Purchases 72 50 55 60 60 63 360
P2382 Safety and Security Improvements 150 325 - - - - 475
P2400 PL - 20-Inch Pipeline Replacement, 711 Zone, Otay Lakes
Road - at Santa Paula
- - 104 242 1,228 - 1,573
P2453 SR-11 Utility Relocations 50 50 700 1,000 452 100 2,352
P2460 I.D. 7 Trestle and Pipeline Demolition 5 40 530 20 - - 595
P2485 SCADA - Infrastructure and Communications Replacement 181 185 85 24 - - 475
P2493 624-2 Reservoir Interior/Exterior Coating 5 5 5 - - - 15
P2504 Regulatory Site Access Road and Pipeline Relocation 10 25 25 1 1 5 66
P2507 East Palomar Street Utility Relocation 5 5 - - - - 10
P2508 Pipeline Cathodic Protection Replacement Program 100 1 1 248 - - 350
P2516 PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage - - 75 100 725 - 900
P2518 803-3 Reservoir Interior/Exterior Coating 5 5 - - - - 10
P2520 Motorola Mobile Radio Upgrade 30 - - - - - 30
P2529 711-2 Reservoir Interior & Exterior Coating 5 5 - - - - 10
P2530 711-1 Reservoir Interior & Exterior Coating 5 5 - - - -
P2531 944-1 Reservoir Interior & Exterior Coating 5 5 - - - - 10
P2532 944-2 Reservoir Interior & Exterior Coating 5 10 - - - - 15
P2533 1200-1 Reservoir Interior & Exterior Coating 10 745 5 45 - - 805
P2534 978-1 Reservoir Interior & Exterior Coating 10 5 5 5 - - 25
P2535 458-2 Reservoir Interior & Exterior Coating & Upgrades 5 5 - - - - 10
P2539 South Bay Bus Rapid Transit (BRT) Utility Relocations 5 40 100 50 - - 195
P2542 850-3 Reservoir Interior Coating 5 5 - - - - 10
P2543 850-1 Reservoir Interior/Exterior Coating 5 695 125 5 40 - 870
P2544 850-2 Reservoir Interior/Exterior Coating 700 5 5 20 - - 730
P2545 980-1 Reservoir Interior Exterior Coating 5 5 - - - - 10
P2546 980-2 Reservoir Interior/Exterior Coating 1,100 340 5 5 - - 1,450
P2553 Heritage Road Bridge Replacement and Utility Relocation 50 100 100 250 755 150 1,405
P2555 Administration and Operations Parking Lot Improvements 265 215 - - - - 480
Six-Year CIP Projects by Source and Fund ($1,000s)
40
Replacement, Continued
CIP No CIP Project Title FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 Total
P2557 520 Res Recirculation Pipeline Chemical Supply and
Analyzer Feed Replacement Project
35 5 - - - - 40
P2559 Pressure Vessel Repair and Replacement Program 30 45 100 100 100 100 475
P2561 Res - 711-3 Reservoir Cover/Liner Replacement 1 10 84 1,690 10 - 1,795
P2562 Res - 571-1 Reservoir Cover/Liner Replacement 2,700 145 5 - - - 2,850
P2563 Res - 870-1 Reservoir Cover/Liner Replacement 1 5 10 90 892 - 998
P2565 803-2 Reservoir Interior/Exterior Coating & Upgrades - 20 820 5 5 90 940
P2566 520-2 Reservoir Interior/Exterior Coating & Upgrades - - 10 1,240 150 100 1,500
P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades - - - 20 780 105 905
P2568 Technology Business Processes Improvement - Enterprise
Content Management System
36 - - - - - 36
P2571 Datacenter Network- Data, Storage, and Infrastructure
Enhancements
- 100 100 - - - 200$
P2572 Enterprise Resource Planning (ERP) Replacement - - - 250 250 - 500
P2573 PL - 12-Inch Pipeline Replacement, 803 Zone, Hillsdale 1,600 610 - - - - 2,210
P2574 PL - 12-Inch Pipeline Replacement, 978 Zone, Vista Vereda 450 2,000 30 - - - 2,480
P2578 PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000
gpm
- - - 242 2,208 4,451 6,900
P2584 Res - 657-1 and 657-2 Reservoir Demolitions - - - - - 35 35
P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades - - - 10 730 100 840
P2594 Large Meter Replacement 150 95 - - - - 245
P2604 AMR Change Out 1,510 1,745 1,475 1,095 1,290 1,190 8,305
P2605 458/340 PRS Replacement, 1571 Melrose Ave 1 50 189 10 - - 250
P2606 803-2 Reservoir Repair/Replacement of Caulking and Tree
Removal
1 55 19 - - - 75
P2607 Douglas Ave SWA and OWD Interconnection Upgrade 10 30 10 - - - 50
P2608 PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple 5 20 145 5 - - 175
P2609 PL - 8-inch, 1004 Zone, Eucalyptus St, Coronado/Date/La
Mesa
- 10 65 315 10 - 400
P2610 Valve Replacement Program - Phase 1 30 60 60 - - - 150
P2611 Quarry Road Bridge Replacement and Utility Relocation 5 10 60 425 450 50 1,000
P2612 PL - 12-inch, 711 Zone, Pas de Luz/Telegraph Canyon Rd 5 10 85 390 10 - 500
P2614 485-1 Reservoir Interior/Exterior Coating - - - - 10 885 895
P2615 PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande - 20 130 1,030 20 - 1,200
P2616 PL - 12-Inch Pipeline Replacement, 978 Zone, Pence
Dr/Vista Sierra Dr
20 180 2,280 20 - - 2,500
P2617 Lobby Security Enhancements 75 - - - - - 75
P2620 Radio and Emergency Communication System 20 - - - - - 20
P2623 Central Area to Otay Mesa Interconnection Pipelines
Combination Air/Vacuum Valve Replacements
20 120 120 10 - - 270
R2121 Res - 944-1 Reservoir Cover/Liner Replacement 1 1 33 1,347 - - 1,382
R2139 RWCWRF - Filter Troughs Replacement 30 - - - - - 30
R2143 AMR Change Out 350 75 25 5 10 10 475
S2012 San Diego County Sanitation District Outfall and RSD Outfall
Replacement
20 200 250 300 350 400 1,520
S2024 (1)Campo Road Sewer Main Replacement 2,125 2,125 25 - - - 4,275
(1) Includes funds from the Clean Water State Revolving Fund
Six-Year CIP Projects by Source and Fund ($1,000s)
41
Replacement, Continued
CIP No CIP Project Title FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 Total
S2027 Rancho San Diego Pump Station Rehabilitation 5 5 5 444 - - 459
S2033 Sewer System Rehabilitation 10 10 - - - - 20
S2044 Trenchless Sewer Rehabilitation 75 5 - - - - 80
S2045 Fuerte Drive Sewer Relocation 50 130 - - - - 180
S2046 RWCWRF - Aeration Panels Replacement 50 100 200 - - - 350
S2048 Hillsdale Road Sewer Repairs 400 270 - - - - 670
S2049 Calavo Basin Sewer Rehabilitation - Phase 2 19 130 845 5 - - 999
S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 - - 20 180 550 500 1,250
S2051 RWCWRF - Headworks Improvements 50 100 - - - - 150
S2053 RWCWRF - Sedimentation Basins Weirs Replacement 60 - - - - - 60
S2054 Calavo Basin Sewer Rehabilitation - Phase 3 - - - 20 180 1,090 1,290
Total Replacement 17,107$ 22,312$ 11,362$ 12,708$ 12,569$ 9,719$ 85,775$
Potable 13,862$ 19,161$ 9,959$ 10,407$ 11,479$ 7,719$ 72,585$
Recylced 381 76 58 1,352 10 10 1,887
Sewer 2,864 3,075 1,345 949 1,080 1,990 11,303
Total Replacement 17,107$ 22,312$ 11,362$ 12,708$ 12,569$ 9,719$ 85,775$
New Supply
CIP No CIP Project Title FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 Total
P2451 Otay Mesa Desalination Conveyance and Disinfection
System
16 31 31 31 31 31 171
Total New Supply 16$ 31$ 31$ 31$ 31$ 31$ 171$
Potable 16$ 31$ 31$ 31$ 31$ 31$ 171$
Recylced - - - - - - -
Sewer - - - - - - -
Total New Supply 16$ 31$ 31$ 31$ 31$ 31$ 171$
Summary by Source
Funding Source FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 Total
Expansion 150 411 1,202 1,737 27 199 3,724$
Betterment (1)2,740 3,074 1,564 655 2,317 2,240 12,590
Replacement (1)17,107 22,312 11,362 12,708 12,569 9,719 85,775
New Supply 16 31 31 31 31 31 171
Total CIP by Funding Source 20,012$ 25,828$ 14,158$ 15,130$ 14,943$ 12,188$ 102,089$
Summary by Fund
Fund FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 Total
Potable 14,132 19,551 12,150 12,554 13,703 10,148 82,238$
Recycled 801 1,039 488 1,627 160 45 4,160$
Sewer * 5,079 5,238 1,520 949 1,080 1,995 15,861$
Total CIP by Fund 20,012$ 25,828$ 14,158$ 15,130$ 14,943$ 12,188$ 102,259$
(1) Includes funds from the Clean Water State Revolving Fund
Six-Year CIP Projects by Source and Fund ($1,000s)
42
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
P2267
P2282
P2286
P2382
P2400
P2405
P2430
P2451
P2453
P2460
P2485
P2493
P2494
P2500
P2504
P2507
P2508
P2516
P2518
P2520
P2521
P2529
P2530
P2531
P2532
P2533
P2534
Planning Design Construction
Six-Year CIP Projects Schedule
Warranty
978-1 Reservoir Interior & Exterior
Coating
6/2/2016 9/30/2017
944-2 Reservoir Interior & Exterior
Coating
5/1/2014 6/29/2018
1200-1 Reservoir Interior & Exterior
Coating
6/1/2016 6/30/2020
711-1 Reservoir Interior & Exterior
Coating
6/1/2015 12/31/2018
944-1 Reservoir Interior & Exterior
Coating
5/1/2014 6/29/2018
Large Meter Vault Upgrade Program 8/1/2016 6/30/2022
711-2 Reservoir Interior & Exterior
Coating
6/1/2015 12/31/2018
803-3 Reservoir Interior/Exterior Coating 7/1/2011 7/31/2018
Motorola Mobile Radio Upgrade 8/1/2011 6/30/2018
Pipeline Cathodic Protection Replacement
Program
7/1/2010 6/30/2021
PL - 12-Inch, 640 Zone, Jamacha Road -
Darby/Osage
7/1/2019 6/30/2022
Regulatory Site Access Road and
Pipeline Relocation
7/1/2010 6/30/2025
East Palomar Street Utility Relocation 7/1/2010 6/30/2017
Multiple Species Conservation Plan 7/1/2009 6/30/2018
Padre Dam - Otay Interconnection
Dehesa Valley
7/1/2017 6/30/2025
SCADA - Infrastructure and
Communications Replacement
7/1/2009 6/30/2021
624-2 Reservoir Interior/Exterior Coating 7/1/2009 6/30/2017
SR-11 Utility Relocations 7/1/2006 6/30/2023
I.D. 7 Trestle and Pipeline Demolition 7/1/2016 6/30/2021
PL - 20-inch, 980 Zone, Proctor Valley
Road – Village 14 Phase 1
1/1/2018 6/30/2026
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
7/1/2019 6/30/2022
PL - 624/340 PRS, Paseo Ranchero and
Otay Valley Road
7/1/2016 6/30/2023
Safety and Security Improvements 7/1/2002 6/30/2019
FY 2021
36-Inch Main Pumpouts and Air/Vacuum
Ventilation Installations
4/1/2015 6/30/2018
Vehicle Capital Purchases 12/1/2000 6/30/2028
PS - 870-2 Pump Station Replacement 7/1/2013 5/1/2022
PS - 1090-1 Pump Station Replacement
(400 gpm)
7/1/2017 6/30/2023
FY 2022 FY 2023CIP
No Q1
Res - 1655-1 Reservoir 0.5 MG 7/1/2015 6/30/2023
CIP Project Title Start Finish
FY 2018 FY 2019 FY 2020
Field Equipment Capital Purchases 7/1/1996 6/30/2023
43
Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
P2535
P2539
P2542
P2543
P2544
P2545
P2546
P2547
P2553
P2555
P2557
P2559
P2561
P2562
P2563
P2565
P2566
P2567
P2568
P2571
P2572
P2573
P2574
P2578
P2584
P2593
P2594
P2595
P2604
P2605
Planning Design Construction Warranty
FY 2022
458/340 PRS Replacement, 1571 Melrose
Ave
7/1/2017 6/30/2021
PL - 16-inch, 624 Zone, Village 3N -
Heritage Road, Main St/Energy Way
1/1/2006 6/30/2024
AMR Change Out 1/1/2017 6/30/2023
458-1 Reservoir Interior/Exterior Coating
& Upgrades
2/1/2021 6/30/2022
Large Meter Replacement 7/1/2016 6/30/2019
PS - 711-2 (PS 711-1 Replacement and
Expansion) - 14,000 gpm
7/1/2020 6/30/2023
Res - 657-1 and 657-2 Reservoir
Demolitions
7/1/2022 6/30/2025
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 6/30/2020
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
1/4/2021 6/30/2022
Technology Business Processes
Improvement - Enterprise Content
Management System
7/1/2015 6/30/2018
803-2 Reservoir Interior/Exterior Coating
& Upgrades
1/1/2019 6/30/2022
520-2 Reservoir Interior/Exterior Coating
& Upgrades
1/3/2020 6/30/2022
Res - 571-1 Reservoir Cover/Liner
Replacement
7/1/2015 6/30/2020
Res - 870-1 Reservoir Cover/Liner
Replacement
7/1/2015 6/30/2021
Pressure Vessel Repair and Replacement
Program
7/1/2015 6/30/2023
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
District Administration Vehicle Charging
Stations
7/1/2014 9/30/2017
Heritage Road Bridge Replacement and
Utility Relocation
7/1/2014 6/30/2023
980-1 Reservoir Interior Exterior Coating 1/1/2015 12/31/2016
980-2 Reservoir Interior/Exterior Coating 1/1/2018 6/30/2021
850-1 Reservoir Interior/Exterior Coating 1/2/2017 12/31/2020
850-2 Reservoir Interior/Exterior Coating 4/1/2016 12/31/2019
South Bay Bus Rapid Transit (BRT) Utility
Relocations
7/1/2013 6/30/2021
850-3 Reservoir Interior Coating 6/30/2013 12/29/2017
458-2 Reservoir Interior & Exterior
Coating & Upgrades
6/1/2013 6/29/2018
Six-Year CIP Projects Schedule
Continued
CIP
No CIP Project Title Start FY 2023
Q1
FY 2019 FY 2020 FY 2021FinishFY 2018
44
Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
P2606
P2607
P2608
P2609
P2610
P2611
P2612
P2613
P2614
P2615
P2616
P2617
P2619
P2620
P2623
R2077
R2079
R2084
R2110
R2116
R2118
R2120
R2121
R2123
R2125
R2139
R2143
S2012
S2024
S2027
Planning Design Construction Warranty
FY 2019 FY 2020 FY 2021 FY 2022 FY 2023CIP
No CIP Project Title Start Finish
FY 2018
Q1
Six-Year CIP Projects Schedule
Continued
Repurpose Otay Mesa Recycled Water
Lines
7/1/2016 6/30/2023
RecPRS - 927/680 PRS Improvements,
Otay Lakes Road
7/1/2017 6/30/2020
RWCWRF Filtered Water Storage Tank
Improvements
7/1/2015 6/30/2020
Res - 944-1 Reservoir Cover/Liner
Replacement
7/1/2015 6/30/2021
San Diego County Sanitation District
Outfall and RSD Outfall Replacement
7/1/2003 6/30/2025
Campo Road Sewer Main Replacement 7/1/2010 6/30/2018
RWCWRF - Filter Troughs Replacement 7/1/2017 6/30/2018
AMR Change Out 1/7/2017 6/30/2023
Rancho San Diego Pump Station
Rehabilitation
7/1/2011 6/30/2021
RecPL - 14-Inch, 927 Zone, Force Main
Improvements
7/1/2014 6/30/2020
Steele Canyon Sewer PS Large Solids
Handling Improvements
7/1/2015 6/30/2019
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 6/30/2019
RecPL - 24-Inch, 860 Zone, Alta Road -
Alta Gate/Airway
7/1/2001 12/31/2024
RecPL - 6-Inch, 450 Zone, Otay Valley
Road - Otay Valley/Entertainment
7/1/2016 6/30/2021
Radio and Emergency Communication
System
8/1/2017 10/5/2017
Central Area to Otay Mesa
Interconnection Pipelines Combination
Air/Vacuum Valve Replacements
7/1/2017 6/30/2020
Lobby Security Enhancements 7/1/2017 6/30/2018
PS - Temporary Lower Otay Pump Station
Redundancy
7/1/2017 6/30/2021
PL - 12-Inch Pipeline Replacement, 803
PZ, Vista Grande
7/1/2018 6/30/2021
PL - 12-Inch Pipeline Replacement, 978
Zone, Pence Dr/Vista Sierra Dr
7/1/2017 6/30/2021
PL - 12-inch, 520 Zone, Rancho San
Diego Towne Center Loop
7/1/2017 6/30/2020
485-1 Reservoir Interior/Exterior Coating 7/1/2021 6/30/2023
Quarry Road Bridge Replacement and
Utility Relocation
7/1/2017 12/31/2022
PL - 12-inch, 711 Zone, Pas de
Luz/Telegraph Canyon Rd
7/1/2017 12/31/2021
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 6/30/2020
Douglas Ave SWA and OWD
Interconnection Upgrade
7/1/2017 6/30/2020
PL - 8-inch, 850 Zone, Coronado Ave,
Chestnut/Apple
7/1/2017 6/30/2021
803-2 Reservoir Repair/Replacement of
Caulking and Tree Removal
7/1/2017 6/30/2020
45
Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
S2033
S2043
S2044
S2045
S2046
S2047
S2048
S2049
S2050
S2051
S2053
S2054
S2061
Planning Design Construction
87 FY 2018 Projects
16 FY 2019 through FY 2023 Projects
103
FY 2022
Six-Year CIP Projects Schedule
Continued
FY 2023
6/30/2019
Sewer System Rehabilitation 7/1/2011 6/30/2017
Q1
RWCWRF Sludge Handling System 7/1/2013 6/30/2026
Trenchless Sewer Rehabilitation 7/1/2016
CIP
No CIP Project Title Start Finish
FY 2018 FY 2019 FY 2020 FY 2021
Calavo Basin Sewer Rehabilitation -
Phase 3
7/1/2020 6/30/2023
Calavo Basin Sewer Rehabilitation -
Phase 2
7/1/2016 6/30/2021
Rancho San Diego Basin Sewer
Rehabilitation - Phase 2
7/1/2019 6/30/2024
Asset Management - Info Master Sewer
Implementation
7/1/2017 6/30/2019
RWCWRF Aeration Controls
Consolidation & Optimization Upgrades
(S)
7/1/2017 6/30/2020
RWCWRF - Headworks Improvements 7/1/2017 6/30/2019
RWCWRF - Sedimentation Basins Weirs
Replacement
7/1/2017 6/30/2019
Hillsdale Road Sewer Repairs 7/1/2016 6/30/2019
Fuerte Drive Sewer Relocation 7/1/2016 6/30/2019
RWCWRF - Aeration Panels
Replacement
7/1/2016 6/30/2020
Grand Total
Warranty
Total CIP Projects
Major CIP Projects
46
CIP#Description Cost
Cat. (2)
Funding
Source (3)
FY
2018
FY
2019
FY
2020
FY
2021
FY
2022
FY
2023 Total
P2040 Res - 1655-1 Reservoir 0.5 MG M E $ - $ - $ - $ - $ 52 $ 52 $ 104
P2083 PS - 870-2 Pump Station
Replacement
M R - - - - 5,000 5,000 10,000
P2466 Regional Training Facility M B/E - 1,000 1,000 1,000 1,000 1,000 5,000
P2537 Operations Yard Property Acquisition
Improvements
M/E B - 725 750 776 800 800 3,851
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 1,900 7,600
S2043 RWCWRF Sludge Handling System M/E/C B - - - 30,000 30,000 60,000
- 2,425 4,350 4,376 39,452 39,452 90,055
FY
2018
FY
2019
FY
2020
FY
2021
FY
2022
FY
2023 Total
- 1,200 3,100 3,101 18,152 18,152 43,705
- 1,225 1,250 1,275 11,300 11,300 26,350
- - - - 10,000 10,000 20,000
$ - $ 2,425 $ 4,350 $ 4,376 $ 39,452 $ 39,452 $ 90,055
(1)
(2)
(3)
Note:See pages 39-42 for complete description of CIP projects.
Projected Incremental Operating Expenditures (1)
E - Expansion B - Betterment R - Replacement N - New Supply
The following schedule shows anticipated operating costs associated with each project in the CIP. Below is a
summary of each category of new costs that will be impacted. No additional revenues are associated with the
individual projects, as revenues are linked more directly to growth in water sales and capacity fee revenues.
Funding Source - Some projects have multiple funding sources as indicated by a slash (/):
Cost Category - Indicates maintenance cost (M), energy cost (E), or chemical cost (C), based on the project type and
Engineer's estimates.
O&M cost for a pump station: Total annual operating cost divided by the number of million of gallons a day (MGD)
capacity in the system = O&M cost per MGD. This rate is then multiplied by the MGD capacity of the new pump station.
Similarly, power cost per MGD for transmission is calculated and applied to the MGD of the new pump station.
Chemical expenses are incurred for pumping at the well sites. All estimated costs are increased annually for inflation.
Projected Incremental Operating Expenditures (operating cost) or O&M includes labor, benefits, materials, and O&M cost for pipes: Total annual operating cost divided by the number of feet of pipe in the system = O&M cost to
maintain a foot of pipe. This rate is then multiplied by the number of feet in new pipeline, and is increased annually for
inflation.
Cost Category
Each of the capital purchases and other types of assets has its own unique O&M cost
Maintenance (M)
Energy (E)
Chemical (C)
Total Operating Budget Cost Impact
CIP Justification and Impact on Operating Budget
O&M cost for a reservoir: Total annual operating cost divided by the number of million gallons (MG) of storage capacity
in the system. This rate per MG is then multiplied by the MG capacity of the new reservoir. Reservoirs require chemical
treatment; therefore, the chemical cost per MG is estimated and applied to the future operating cost. Both O&M and
chemical costs are increased annually for inflation.
47
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48
CIP Project Sheet Description
The following pages describe each information item on the individual CIP project sheets included
in this section.
CIP Number: The CIP project number for all projects is assigned by the Engineering Project
Manager, and is a unique identifying code on all District records for the specified project.
Project Title: Project titles follow a set format as described herein. The type of project should be
identified first. For example, if a project were a 711 Pressure Zone 24-inch pipeline, the title would
read “PL - 24-Inch, 711 Zone, Location - From A to B.” Pump stations and reservoirs are identified
similarly with abbreviations for type and size.
Director Division: All projects are located within a Board of Director’s division boundary unless
they apply to the entire District or are outside of the District boundaries. The Director division
where the majority of the physical project is located is listed. If it is a District-wide project it is listed
as “District-wide.” If it is outside the District boundary it is listed as “None.”
Project Manager: The person responsible for managing the project from inception through
completion.
I.D. Location: Most projects are located within one or more improvement districts. The I.D.
location listed is where the majority of the physical project is located. However, projects located in
portions of the District which have not yet been annexed into an improvement district are listed as
“None.”
Original Approved Date: The date the project was originally approved with budget expenditures
for the corresponding fiscal year by the Board of Directors.
Priority: The priority of the project is listed in this field as one of the following:
1. HIGH: Safety, restoration of service to customers, obligation that requires
immediate action, directed by the Board of Directors, and/or critical system need.
2. MEDIUM: Upgrade of system or expansion requirement to maintain system
reliability not critical. Identified through planning effort as required within next few
fiscal years.
3. LOW: Identified through planning effort as required in future years to support
development; not anticipated in the immediate future.
4. VERY LOW: Requirement may have low probability of need in the future.
Related CIP Projects: A maximum of three CIP project numbers that affect the scheduling and/or
related to the subject project and/or could provide important information.
Budget Amount: The estimated budget includes all costs needed to complete a project including
land, right-of-way, consultants, contractors, District staff time, etc. All prior years’ costs are part of
the total cost and dollars are rounded up to the nearest $1,000.
49
CIP Project Sheet Description
Description of Project: A brief description of a project which typically includes size, length,
capacity, etc.
Justification of Project: A brief explanation of why a project is required which addresses flexibility,
reliability, water quality, safety, contractual obligation, immediate growth, etc., as appropriate.
Comments: Pertinent information that should be known about a project that is not shown
elsewhere on the project sheet, including details of funding sources, including grant funding or
contributions from other agencies.
Funding Detail: The funding sources are listed along with the percentage of distribution to
expansion, betterment, and/or replacement.
Expenditure Schedule: The breakdown of a project’s expenditures by fiscal year – prior years’
cost along with a six-year budget schedule. Included in each year are all costs to complete the
work scheduled in that year rounded up to the nearest $1,000.
Project Schedule: The schedule of the primary project phase and estimated cost by the phases of
planning, design, and construction shown with the estimated start date (month/year), finish date
(month/year). The schedule time frames and estimated cost for each major phase of the project,
correspond with the expenditure schedule information.
Projected Incremental Operation Expenditures Schedule: To determine the cost to maintain
these new assets, the District looks at the cost of maintaining similar assets through the
Infrastructure Management System and financial system. Costs are tracked by three main
infrastructure asset groups of pipes, pump stations, and reservoirs, as well as capital purchases
and other types. Pipes typically have only operation and maintenance (O&M) costs associated
with them, pump stations have O&M as well as power cost, and reservoirs have O&M and
chemical cost. Each of the capital purchases and other types has its own unique O&M cost.
Project Location: A vicinity map is drawn in AutoCAD format using the GIS database as the
foundation showing the approximate location and limits of a project within the District. Some
projects do not have a specific location. In this case, a map of the entire District will then be shown
as the project location.
OWD Map Book: The page in the District’s facility map book where a project is primarily located.
Some projects do not have a specific location in which case the words “district-wide” will be
shown.
Submitted By: The project manager who originally submitted or the project manager who revised
the project sheet along with the date of submittal or last revision date of the CIP project sheet.
50
P2040
P2083
P2174
P2267
P2282
P2286
P2382
P2400
P2405
P2430
P2451
P2453
P2460
P2485
P2493
P2494
P2500
P2504
P2507
P2508
P2516
P2518
P2520
P2521
P2529
P2530
P2531
P2532
P2533
P2534
P2535
P2539
P2542
P2543
P2544
P2545
P2546
P2547
P2553
District Administration Vehicle Charging Stations 129
Heritage Road Bridge Replacement and Utility Relocation 131
980-1 Reservoir Interior Exterior Coating 125
980-2 Reservoir Interior/Exterior Coating 127
850-1 Reservoir Interior/Exterior Coating 121
850-2 Reservoir Interior/Exterior Coating 123
South Bay Bus Rapid Transit (BRT) Utility Relocations 117
850-3 Reservoir Interior Coating 119
458-2 Reservoir Interior & Exterior Coating & Upgrades 115
1200-1 Reservoir Interior & Exterior Coating 111
978-1 Reservoir Interior & Exterior Coating 113
944-1 Reservoir Interior & Exterior Coating 107
944-2 Reservoir Interior & Exterior Coating 109
711-2 Reservoir Interior & Exterior Coating 103
711-1 Reservoir Interior & Exterior Coating 105
Motorola Mobile Radio Upgrade 99
Large Meter Vault Upgrade Program 101
PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage 95
803-3 Reservoir Interior/Exterior Coating 97
Pipeline Cathodic Protection Replacement Program 93
Regulatory Site Access Road and Pipeline Relocation 89
East Palomar Street Utility Relocation 91
Multiple Species Conservation Plan 85
Padre Dam - Otay Interconnection Dehesa Valley 87
SCADA - Infrastructure and Communications Replacement 81
624-2 Reservoir Interior/Exterior Coating 83
77
I.D. 7 Trestle and Pipeline Demolition 79
PL - 20-inch, 980 Zone, Proctor Valley Road – Village 14 Phase 1 73
Otay Mesa Desalination Conveyance and Disinfection System 75
PL - 20-Inch Pipeline Replacement, 711 Zone, Otay Lakes Road - at Santa Paula 69
PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road 71
Res - 1655-1 Reservoir 0.5 MG 55
CIP Project Index
CIP
No CIP Project Title Page
No
Field Equipment Capital Purchases 65
Safety and Security Improvements 67
36-Inch Main Pumpouts and Air/Vacuum Ventilation Installations 61
Vehicle Capital Purchases 63
PS - 870-2 Pump Station Replacement 57
PS - 1090-1 Pump Station Replacement (400 gpm)59
SR-11 Utility Relocations
51
P2555
P2557
P2559
P2561
P2562
P2563
P2565
P2566
P2567
P2568
P2571
P2572
P2573
P2574
P2578
P2584
P2593
P2594
P2595
P2604
P2605
P2606
P2607
P2608
P2609
P2610
P2611
P2612
P2613
P2614
P2615
P2616
P2617
P2619
P2620
P2623
R2077
R2079
R2084
R2110
CIP
No CIP Project Title Page
No
RecPS - 944-1 Optimization and Pressure Zone Modifications 211
RecPL - 6-Inch, 450 Zone, Otay Valley Road - Otay Valley/Entertainment 207
RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media 209
Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum Valve 203
RecPL - 24-Inch, 860 Zone, Alta Road - Alta Gate/Airway 205
PS - Temporary Lower Otay Pump Station Redundancy 199
Radio and Emergency Communication System 201
PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Dr/Vista Sierra Dr 195
Lobby Security Enhancements 197
485-1 Reservoir Interior/Exterior Coating 191
PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande 193
PL - 12-inch, 711 Zone, Pas de Luz/Telegraph Canyon Rd 187
PL - 12-inch, 520 Zone, Rancho San Diego Towne Center Loop 189
Valve Replacement Program - Phase 1 183
Quarry Road Bridge Replacement and Utility Relocation 185
PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple 179
PL - 8-inch, 1004 Zone, Eucalyptus St, Coronado/Date/La Mesa 181
803-2 Reservoir Repair/Replacement of Caulking and Tree Removal 175
Douglas Ave SWA and OWD Interconnection Upgrade 177
458/340 PRS Replacement, 1571 Melrose Ave 173
PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way 169
AMR Change Out 171
458-1 Reservoir Interior/Exterior Coating & Upgrades 165
Large Meter Replacement 167
PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm 161
Res - 657-1 and 657-2 Reservoir Demolitions 163
PL - 12-Inch Pipeline Replacement, 803 Zone, Hillsdale Road 157
PL - 12-Inch Pipeline Replacement, 978 Zone, Vista Vereda 159
Datacenter Network- Data, Storage, and Infrastructure Enhancements 153
Enterprise Resource Planning (ERP) Replacement 155
1004-2 Reservoir Interior/Exterior Coating & Upgrades 149
Technology Business Processes Improvement - Enterprise Content Management System 151
803-2 Reservoir Interior/Exterior Coating & Upgrades 145
520-2 Reservoir Interior/Exterior Coating & Upgrades 147
Res - 571-1 Reservoir Cover/Liner Replacement 141
Res - 870-1 Reservoir Cover/Liner Replacement 143
Pressure Vessel Repair and Replacement Program 137
Res - 711-3 Reservoir Cover/Liner Replacement 139
Administration and Operations Parking Lot Improvements 133
520 Res Recirculation Pipeline Chemical Supply and Analyzer Feed Replacement Project 135
CIP Project Index
52
R2116
R2118
R2120
R2121
R2123
R2125
R2139
R2143
S2012
S2024
S2027
S2033
S2043
S2044
S2045
S2046
S2047
S2048
S2049
S2050
S2051
S2053
S2054
S2061
Calavo Basin Sewer Rehabilitation - Phase 3 257
RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S)259
RWCWRF - Headworks Improvements 253
RWCWRF - Sedimentation Basins Weirs Replacement 255
Calavo Basin Sewer Rehabilitation - Phase 2 249
Rancho San Diego Basin Sewer Rehabilitation - Phase 2 251
Asset Management - Info Master Sewer Implementation 245
Hillsdale Road Sewer Repairs 247
Fuerte Drive Sewer Relocation 241
RWCWRF - Aeration Panels Replacement 243
RWCWRF Sludge Handling System 237
Trenchless Sewer Rehabilitation 239
Sewer System Rehabilitation 235
Campo Road Sewer Main Replacement 231
Rancho San Diego Pump Station Rehabilitation 233
AMR Change Out 227
San Diego County Sanitation District Outfall and RSD Outfall Replacement 229
RecPRS - 927/680 PRS Improvements, Otay Lakes Road 223
RWCWRF - Filter Troughs Replacement 225
Res - 944-1 Reservoir Cover/Liner Replacement 219
Repurpose Otay Mesa Recycled Water Lines 221
Steele Canyon Sewer PS Large Solids Handling Improvements 215
RWCWRF Filtered Water Storage Tank Improvements 217
RecPL - 14-Inch, 927 Zone, Force Main Improvements 213
CIP Project Index
CIP
No CIP Project Title Page
No
53
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54
P2040Res - 1655-1 Reservoir 0.5 MG
Kevin Cameron
8/19/1992
5
22
3
$3,400,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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.
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
2018 2019 2020 2021 2022 2023 Total
$20 $50 $1,175 $1,610 $20 $20 $3,400
PRIOR YEARS:
TOTAL
$505
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
55
P2040
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2015 9/30/2018
10/1/2018 2/7/2020
$160
$870
PROJECT PHASE:
2/10/2020 6/30/2023 $2,370
PROJECT LOCATION:OWD Map Book:310
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
56
P2083PS - 870-2 Pump Station Replacement
Jeff Marchioro
5/17/1995
P2451
2
22
1
$18,750,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 existing Pump Stations have reached the end of their useful lives.
COMMENTS:
Increased overall CIP budget from $17M to $18.75M for FY2018 budget cycle to add reservoir recirculation system piping
modification, updated Carollo construction cost estimate, and construction contract allowances. Additionally, wetlands mitigation
was determined to be required.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$4,000 $10,550 $1,850 $50 $50 $0 $18,750
PRIOR YEARS:
TOTAL
$2,250
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
57
P2083
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2013 9/1/2013
9/1/2013 5/1/2017
$700
$1,550
PROJECT PHASE:
5/1/2017 5/1/2022 $16,500
PROJECT LOCATION:OWD Map Book:055
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $5,000 $5,000 $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:5/4/2017Steve Beppler
58
P2174PS - 1090-1 Pump Station Replacement (400 gpm)
Jeff Marchioro
5/23/2016
P2176
5
22
2
$2,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the construction of a new Pump Station to replace the existing Pump Station. Improve Pump Station to include fire pump (1,500 gpm) and closed zone capability to eliminate the need for redundant 1090 Pressure Zone Reservoir (CIP P2176).
JUSTIFICATION OF PROJECT:
The existing Pump Station, originally constructed in 1962, has reached the end of its useful life.
COMMENTS:
Overall budget increased to match 2015 Water Facilities Master Plan Update. Implementation delayed to match prioritization with other projects.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$1 $150 $200 $1,100 $1,000 $45 $2,500
PRIOR YEARS:
TOTAL
$4
59
P2174
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2017 4/30/2019
5/1/2019 4/30/2020
$150
$300
PROJECT PHASE:
5/1/2020 6/30/2023 $2,050
PROJECT LOCATION:OWD Map Book:320
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
60
P226736-Inch Main Pumpouts and Air/Vacuum Ventilation Installations
Jeff Marchioro
6/3/1996
3
22
2
$700,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the installation of ventilation equipment on the existing pumpout and air/vacuum vaults on the 36-inch transmission main from the San Diego County Water Authority Otay FCF No. 11 to the Regulatory Site. This project also includes upsizing the existing 2-inch air/vacuum valves to 6-inch.
JUSTIFICATION OF PROJECT:
The vault openings do not stay in place when refilling because they lack ventilation. By installing vents in these vaults, the lids will stay in place, thus eliminating a safety hazard. Draining and filling the 36-inch main at higher flow rates is required to return the system to service in shorter periods of time.
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
2018 2019 2020 2021 2022 2023 Total
$10 $10 $0 $0 $0 $0 $700
PRIOR YEARS:
TOTAL
$680
61
P2267
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
4/1/2015 9/7/2016
$0
$60
PROJECT PHASE:
9/7/2016 6/30/2018 $640
PROJECT LOCATION:OWD Map Book:198
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:2/17/2017Jeff Marchioro
62
P2282Vehicle Capital Purchases
Doug Rahders
6/3/1996
0
District Wide
1
$5,491,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$363 $240 $187 $236 $253 $250 $5,175
PRIOR YEARS:
TOTAL
$3,646
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 $5,491
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
64
P2286Field Equipment Capital Purchases
Doug Rahders
6/3/1996
0
District Wide
1
$1,746,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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:
Budget increased from $1,634,000 to $1,746,000 to include purchases through FY2023.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$72 $50 $55 $60 $60 $63 $1,746
PRIOR YEARS:
TOTAL
$1,386
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
65
P2286
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/1996 6/30/2023 $1,746
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
66
P2382Safety and Security Improvements
Kent Payne
6/5/2002
0
District Wide
1
$3,251,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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:
Increased budget for FY 2019 by $175K to reflect addition of security improvements at RWCWRF for new laser scan security system with cameras and alarms.
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$150 $325 $0 $0 $0 $0 $3,251
PRIOR YEARS:
TOTAL
$2,776
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
$62
$231
PROJECT PHASE:
1/1/2004 6/30/2019 $2,958
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
68
P2400PL - 20-Inch Pipeline Replacement, 711 Zone, Otay Lakes Road -
at Santa Paula
Jeff Marchioro
1
22
2
$2,280,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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.
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
2018 2019 2020 2021 2022 2023 Total
$0 $0 $150 $350 $1,780 $0 $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:
7/1/2019 6/30/2020
7/1/2020 6/30/2021
$150
$350
PROJECT PHASE:
7/1/2021 6/30/2022 $1,780
PROJECT LOCATION:OWD Map Book:130
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
70
P2405PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road
Kevin Cameron
5/23/2016
2
22
2
$650,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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.
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
2018 2019 2020 2021 2022 2023 Total
$5 $5 $5 $50 $500 $85 $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 6/30/2023 $545
PROJECT LOCATION:OWD Map Book:51
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
72
P2430PL - 20-inch, 980 Zone, Proctor Valley Road ±Village 14 Phase 1
Kevin Cameron
5/23/2005
5
22
2
$2,040,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Construction of approximately 12,400 feet of pipeline oversize from 16-inch to 20-inch pipeline within the 980 Pressure Zone in Proctor Valley Road. Project to be constructed by developer, with reimbursement at actual cost of oversize portion per Board policy.
JUSTIFICATION OF PROJECT:
Project is an identified CIP in the Water Facilities Master Plan.
COMMENTS:
Reimbursements will be phased with the construction of Proctor Valley Road.
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
2018 2019 2020 2021 2022 2023 Total
$5 $5 $5 $5 $5 $10 $35
PRIOR YEARS:
TOTAL
$0
73
P2430
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/1/2018 6/30/2023
7/1/2023 6/30/2024
$40
$100
PROJECT PHASE:
7/1/2024 6/30/2026 $1,900
PROJECT LOCATION:OWD Map Book:146
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
74
P2451Otay Mesa Desalination Conveyance and Disinfection System
Bob Kennedy
5/23/2006
P2083
2
22
2
$30,000,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$50 $100 $100 $100 $100 $100 $4,300
PRIOR YEARS:
TOTAL
$3,750
75
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:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
76
P2453 SR-11 Utility Relocations
Jeff Marchioro
5/23/2006
2
22
1
$4,000,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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:
Timing of projects adjusted in FY 2017 budget, no change to overall project cost.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$50 $50 $700 $1,000 $452 $100 $4,000
PRIOR YEARS:
TOTAL
$1,648
77
P2453
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2006 6/1/2016
7/1/2009 6/30/2022
$50
$500
PROJECT PHASE:
1/8/2014 6/30/2023 $3,450
PROJECT LOCATION:OWD Map Book:5
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
78
P2460I.D. 7 Trestle and Pipeline Demolition
Stephen Beppler
1
22
2
$600,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 is proposing to abandon this gas line in 2017 and replacing 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 Central Area - Otay Mesa Interconnection Pipeline supplies water to the Otay Mesa System.
COMMENTS:
FY 2017 scope is to identify the project constraints that will drive the demolition costs, including environmental factors, access limitations, and demolition alternatives.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$5 $40 $530 $20 $0 $0 $600
PRIOR YEARS:
TOTAL
$5
79
P2460
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 1/31/2017
2/1/2017 8/31/2019
$25
$25
PROJECT PHASE:
9/1/2019 6/30/2021 $550
PROJECT LOCATION:OWD Map Book:71
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
80
P2485SCADA - Infrastructure and Communications Replacement
Michael Kerr
5/21/2009
0
District Wide
1
$2,328,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 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 3 sites that required 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
2018 2019 2020 2021 2022 2023 Total
$181 $185 $85 $24 $0 $0 $2,328
PRIOR YEARS:
TOTAL
$1,853
81
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 6/30/2021 $2,328
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
82
P2493624-2 Reservoir Interior/Exterior Coating
Kevin Cameron
5/21/2009
4
22
1
$1,580,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the interior and exterior coating of the 624-2 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 most recent reservoir assessment report dated August 8, 2008, the 624-2 Reservoir interior coating is in relatively poor condition and is in need of replacement. Based on the FY 2012 Corrosion Report for Reservoir Coatings, the exterior was scheduled to be replaced in FY 2013.
COMMENTS:
Project budget reduced $30K in FY 2018 budget.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$5 $5 $5 $0 $0 $0 $1,580
PRIOR YEARS:
TOTAL
$1,565
83
P2493
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2009 8/1/2010
9/1/2010 12/31/2013
$5
$95
PROJECT PHASE:
1/8/2014 6/30/2017 $1,480
PROJECT LOCATION:OWD Map Book:130
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
84
P2494Multiple Species Conservation Plan
Lisa Coburn-Boyd
5/21/2009
P2495
0
District Wide
1
$950,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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:
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
2018 2019 2020 2021 2022 2023 Total
$30 $0 $0 $0 $0 $0 $950
PRIOR YEARS:
TOTAL
$920
85
P2494
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2009 6/30/2018 $950
$0
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:2/16/2017Lisa Coburn-Boyd
86
P2500Padre Dam - Otay Interconnection Dehesa Valley
Stephen Beppler
5
22
1
$240,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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.
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
2018 2019 2020 2021 2022 2023 Total
$60 $5 $5 $5 $5 $60 $140
PRIOR YEARS:
TOTAL
$0
87
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
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
88
P2504Regulatory Site Access Road and Pipeline Relocation
Kevin Cameron
5/17/2010
P2466
5
22
1
$900,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is to improve the existing access road from the proposed sheriff 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
2018 2019 2020 2021 2022 2023 Total
$20 $50 $50 $1 $1 $10 $462
PRIOR YEARS:
TOTAL
$330
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
89
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
$85
$275
PROJECT PHASE:
1/1/2018 6/30/2025 $540
PROJECT LOCATION:OWD Map Book:331
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/28/2017Bob Kennedy
90
P2507East Palomar Street Utility Relocation
Kevin Cameron
5/17/2010
2
22
2
$735,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$5 $5 $0 $0 $0 $0 $735
PRIOR YEARS:
TOTAL
$725
91
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 6/30/2017 $485
PROJECT LOCATION:OWD Map Book:80
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
92
P2508Pipeline Cathodic Protection Replacement Program
Jeff Marchioro
5/17/2010
0
District Wide
1
$725,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement and repairs of existing cathodic protection systems on various 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.
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
2018 2019 2020 2021 2022 2023 Total
$100 $1 $1 $248 $0 $0 $725
PRIOR YEARS:
TOTAL
$375
93
P2508
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2010 6/30/2016
7/1/2014 6/30/2018
$50
$100
PROJECT PHASE:
10/1/2014 6/30/2021 $575
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:2/27/2017Jeff Marchioro
94
P2516PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage
Jeff Marchioro
5/23/2016
3
22
3
$900,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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.
JUSTIFICATION OF PROJECT:
The existing 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.
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
2018 2019 2020 2021 2022 2023 Total
$0 $0 $75 $100 $725 $0 $900
PRIOR YEARS:
TOTAL
$0
95
P2516
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2019 6/30/2020
7/1/2020 6/30/2021
$75
$100
PROJECT PHASE:
7/1/2021 6/30/2022 $725
PROJECT LOCATION:OWD Map Book:301
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
96
P2518803-3 Reservoir Interior/Exterior Coating
Kevin Cameron
5/15/2012
5
22
2
$685,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project provides funding for the interior and exterior coating of the 803-3 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 2010 Cathodic Assessment Report, the 803-3 Reservoir interior and exterior coatings are in relatively poor condition and are in need of replacement.
COMMENTS:
Project complete. Project to be suspended until warranty inspection in 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
2018 2019 2020 2021 2022 2023 Total
$5 $5 $0 $0 $0 $0 $685
PRIOR YEARS:
TOTAL
$675
97
P2518
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2011 9/1/2012
10/1/2012 12/1/2013
$10
$65
PROJECT PHASE:
1/1/2013 7/31/2018 $610
PROJECT LOCATION:OWD Map Book:370
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
98
P2520Motorola Mobile Radio Upgrade
Jose Martinez
5/16/2011
0
District Wide
1
$120,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for Motorola radio upgrades which involves three components: radio repeater upgrade, portable and base unit upgrades, and vehicle mobile radio upgrades.
JUSTIFICATION OF PROJECT:
The existing Motorola radio equipment is an essential part of the District's Emergency Response Program. A recent assessment of the radio equipment has determined that the equipment has reached the end of its useful life and needs upgrades.
COMMENTS:
The remaining work includes adding some additional VHF radios at pump stations that are not able to have a copper telephone (red phone) as well as augment the EOC and some management with RCS 800 MHZ radios.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$30 $0 $0 $0 $0 $0 $120
PRIOR YEARS:
TOTAL
$90
99
P2520
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
8/1/2011 6/30/2018 $120
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
100
P2521Large Meter Vault Upgrade Program
Andrea Carey
5/16/2011
0
District Wide
1
$620,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$25 $25 $100 $100 $50 $0 $620
PRIOR YEARS:
TOTAL
$320
101
P2521
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$220
$0
PROJECT PHASE:
8/1/2016 6/30/2022 $400
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
102
P2529711-2 Reservoir Interior & Exterior Coating
Kevin Cameron
6/3/2015
P2530
1
22
2
$820,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 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
2018 2019 2020 2021 2022 2023 Total
$5 $5 $0 $0 $0 $0 $820
PRIOR YEARS:
TOTAL
$810
103
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
$10
$65
PROJECT PHASE:
1/1/2016 12/31/2018 $745
PROJECT LOCATION:OWD Map Book:131
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
104
P2530711-1 Reservoir Interior & Exterior Coating
Kevin Cameron
6/3/2015
P2529
1
22
2
$980,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$5 $5 $0 $0 $0 $0 $980
PRIOR YEARS:
TOTAL
$970
105
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
$10
$65
PROJECT PHASE:
1/1/2016 12/31/2018 $905
PROJECT LOCATION:OWD Map Book:131
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/24/2017Bob Kennedy
106
P2531944-1 Reservoir Interior & Exterior Coating
Kevin Cameron
5/19/2014
P2532
5
22
1
$345,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$5 $5 $0 $0 $0 $0 $345
PRIOR YEARS:
TOTAL
$335
107
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 6/29/2018 $305
PROJECT LOCATION:OWD Map Book:322
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
108
P2532944-2 Reservoir Interior & Exterior Coating
Kevin Cameron
5/19/2014
P2531
5
22
2
$960,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$5 $10 $0 $0 $0 $0 $960
PRIOR YEARS:
TOTAL
$945
109
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 6/29/2018 $905
PROJECT LOCATION:OWD Map Book:322
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
110
P25331200-1 Reservoir Interior & Exterior Coating
Kevin Cameron
6/3/2015
5
22
2
$810,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$10 $745 $5 $45 $0 $0 $810
PRIOR YEARS:
TOTAL
$5
111
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 3/2/2018
$20
$60
PROJECT PHASE:
3/5/2018 6/30/2020 $730
PROJECT LOCATION:OWD Map Book:369
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
112
P2534978-1 Reservoir Interior & Exterior Coating
Kevin Cameron
6/3/2015
5
22
2
$650,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$10 $5 $5 $5 $0 $0 $650
PRIOR YEARS:
TOTAL
$625
113
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 9/30/2017 $580
PROJECT LOCATION:OWD Map Book:378
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
114
P2535458-2 Reservoir Interior & Exterior Coating & Upgrades
Kevin Cameron
5/15/2012
2
22
2
$810,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$5 $5 $0 $0 $0 $0 $810
PRIOR YEARS:
TOTAL
$800
115
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 6/29/2018 $735
PROJECT LOCATION:OWD Map Book:66
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
116
P2539South Bay Bus Rapid Transit (BRT) Utility Relocations
Kevin Cameron
5/19/2014
1
22
1
$1,090,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$5 $40 $100 $50 $0 $0 $1,090
PRIOR YEARS:
TOTAL
$895
117
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 &
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
118
P2542850-3 Reservoir Interior Coating
Kevin Cameron
5/19/2014
5
22
2
$540,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the interior coating of the 850-3 Reservoir.
JUSTIFICATION OF PROJECT:
The interior coating is in poor condition and in need of replacement.
COMMENTS:
Budget decreased from $630K to $540K 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
2018 2019 2020 2021 2022 2023 Total
$5 $5 $0 $0 $0 $0 $540
PRIOR YEARS:
TOTAL
$530
119
P2542
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
6/30/2013 7/31/2014
8/1/2014 4/30/2015
$20
$60
PROJECT PHASE:
5/1/2015 12/29/2017 $460
PROJECT LOCATION:OWD Map Book:355
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
120
P2543850-1 Reservoir Interior/Exterior Coating
Kevin Cameron
6/3/2015
3
22
2
$875,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$5 $695 $125 $5 $40 $0 $875
PRIOR YEARS:
TOTAL
$5
121
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 12/31/2020 $790
PROJECT LOCATION:OWD Map Book:304
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
122
P2544850-2 Reservoir Interior/Exterior Coating
Kevin Cameron
6/3/2015
3
22
1
$980,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 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
2018 2019 2020 2021 2022 2023 Total
$700 $5 $5 $20 $0 $0 $980
PRIOR YEARS:
TOTAL
$250
123
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 12/31/2019 $895
PROJECT LOCATION:OWD Map Book:317
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
124
P2545980-1 Reservoir Interior Exterior Coating
Kevin Cameron
6/3/2015
P2546
5
22
2
$1,190,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$5 $5 $0 $0 $0 $0 $1,190
PRIOR YEARS:
TOTAL
$1,180
125
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 12/31/2016 $1,095
PROJECT LOCATION:OWD Map Book:172
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/24/2017Bob Kennedy
126
P2546980-2 Reservoir Interior/Exterior Coating
Kevin Cameron
6/3/2015
P2545
5
22
2
$1,450,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$1,100 $340 $5 $5 $0 $0 $1,450
PRIOR YEARS:
TOTAL
$0
127
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 6/30/2021 $1,370
PROJECT LOCATION:OWD Map Book:172
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/24/2017Bob Kennedy
128
P2547District Administration Vehicle Charging Stations
Kevin Cameron
5/19/2014
3
22
1
$125,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$20 $30 $0 $0 $0 $0 $125
PRIOR YEARS:
TOTAL
$75
129
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
$10
$15
PROJECT PHASE:
1/1/2017 9/30/2017 $100
PROJECT LOCATION:OWD Map Book:318
2018 2019 2020 2021 2022 2023 Total
$200 $200 $200 $200 $200 $200 $1,200
$500 $500 $500 $500 $500 $500 $3,000
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
130
P2553Heritage Road Bridge Replacement and Utility Relocation
Kevin Cameron
6/3/2015
2
22
2
$1,430,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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.
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
2018 2019 2020 2021 2022 2023 Total
$50 $100 $100 $250 $755 $150 $1,430
PRIOR YEARS:
TOTAL
$25
131
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 6/30/2023 $995
PROJECT LOCATION:OWD Map Book:50 & 51
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2017Bob Kennedy
132
P2555Administration and Operations Parking Lot Improvements
Kevin Cameron
6/3/2015
3
22
2
$775,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for AC pavement repairs, slurry seal, re-striping and update 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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$265 $215 $0 $0 $0 $0 $775
PRIOR YEARS:
TOTAL
$295
133
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
$20
$75
PROJECT PHASE:
1/1/2017 6/30/2019 $680
PROJECT LOCATION:OWD Map Book:318
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
134
P2557520 Res Recirculation Pipeline Chemical Supply and Analyzer
Feed Replacement Project
Stephen Beppler
6/3/2015
5
22
1
$100,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 dual wall CPVC chemical feed lines. Other miscellaneous improvements needed. 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:
Planning and start of design in FY 2016. Complete design and construction of replacement ammonia feed lines proposed 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
2018 2019 2020 2021 2022 2023 Total
$35 $5 $0 $0 $0 $0 $100
PRIOR YEARS:
TOTAL
$60
135
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
$5
$25
PROJECT PHASE:
1/2/2017 6/30/2019 $70
PROJECT LOCATION:OWD Map Book:343
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
136
P2559Pressure Vessel Repair and Replacement Program
Jeff Marchioro
6/3/2015
0
District Wide
2
$650,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project will repair, coat, and/or replace entirely the pressure vessel interiors and exteriors and appurtenances for the District's potable and recycled water distribution systems including five (5) hydropneumatic and eight (8) surge tanks of various ages. Pressure vessel interiors and exteriors and appurtenances will be repaired, coated, and/or replaced entirely. Permanent or portable stairs or ladders will be provided as well.
JUSTIFICATION OF PROJECT:
Pressure vessels are a key component of thirteen (13) existing District pump stations. Routine inspection by qualified professionals, and follow up repair and/or replacement, are needed to extend the life expectancy of each pressure vessel and associated pump station facility.
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
2018 2019 2020 2021 2022 2023 Total
$30 $45 $100 $100 $100 $100 $650
PRIOR YEARS:
TOTAL
$175
137
P2559
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2015 12/31/2016
1/1/2016 12/31/2022
$10
$50
PROJECT PHASE:
3/1/2016 6/30/2023 $590
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/24/2017Bob Kennedy
138
P2561Res - 711-3 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
5
22
2
$1,800,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$1 $10 $84 $1,690 $10 $0 $1,800
PRIOR YEARS:
TOTAL
$5
139
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
10/1/2018 6/30/2020
$10
$90
PROJECT PHASE:
7/1/2020 6/30/2021 $1,700
PROJECT LOCATION:OWD Map Book:159
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
140
P2562Res - 571-1 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
P2083
2
22
1
$2,900,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 FY2018 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
2018 2019 2020 2021 2022 2023 Total
$2,700 $145 $5 $0 $0 $0 $2,900
PRIOR YEARS:
TOTAL
$50
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
141
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
$10
$40
PROJECT PHASE:
8/1/2017 6/30/2020 $2,850
PROJECT LOCATION:OWD Map Book:55
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2017Steve Beppler
142
P2563Res - 870-1 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
2
22
3
$1,000,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$1 $5 $10 $90 $892 $0 $1,000
PRIOR YEARS:
TOTAL
$2
143
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 6/30/2021 $890
PROJECT LOCATION:OWD Map Book:55
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/24/2017Bob Kennedy
144
P2565803-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
6/3/2015
5
22
2
$940,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$0 $20 $820 $5 $5 $90 $940
PRIOR YEARS:
TOTAL
$0
145
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 6/30/2022 $850
PROJECT LOCATION:OWD Map Book:357
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
146
P2566520-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
6/3/2015
5
22
3
$1,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$0 $0 $10 $1,240 $150 $100 $1,500
PRIOR YEARS:
TOTAL
$0
147
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 10/7/2020
$20
$70
PROJECT PHASE:
10/8/2020 6/30/2022 $1,410
PROJECT LOCATION:OWD Map Book:343
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/24/2017Bob Kennedy
148
P25671004-2 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
6/3/2015
3
22
3
$905,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $20 $780 $105 $905
PRIOR YEARS:
TOTAL
$0
149
P2567
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/4/2021 6/30/2021
7/1/2021 10/5/2021
$20
$60
PROJECT PHASE:
10/6/2021 6/30/2022 $825
PROJECT LOCATION:OWD Map Book:316
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
150
P2568Technology Business Processes Improvement - Enterprise
Content Management System
Michael Kerr
6/3/2015
0
District Wide
1
$245,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is to advance business processes and operational efficiencies through effective implementation of information technology with assistance from integrated workflow tools, document management solutions, and standardization.
JUSTIFICATION OF PROJECT:
FY 2018 - Complete Enterprise Content Management and Document Management Solution. The District's current content management solution requires adaptation and new features in keeping abreast with current technologies to include content strategies and a standard taxonomy. The current solution also does not integrate well with SharePoint, the District's current Intranet back-end technology solution, and other possible integration solutions. - $36K
COMMENTS:
2/2/2017±With the newly Board approved purchase of a replacement of the District¶s ECMS (Enterprise Content Management. System) staff identified a new technology to compliment the system. Staff received information that will enable the District to capture, arrange, and store any document type into the new EMCS. The new technology will also be able to recognize OCR (Optical Character Recognition), focusing on facilitating the conversion of captured documents into searchable files. This new module did not exist during staff¶s discovery of a new ECMS solution.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$36 $0 $0 $0 $0 $0 $245
PRIOR YEARS:
TOTAL
$209
151
P2568
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
7/1/2015 6/30/2018 $245
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
152
P2571Datacenter Network- Data, Storage, and Infrastructure
Enhancements
Michael Kerr
6/3/2015
0
District Wide
2
$200,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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.
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
2018 2019 2020 2021 2022 2023 Total
$0 $100 $100 $0 $0 $0 $200
PRIOR YEARS:
TOTAL
$0
153
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:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/24/2017Bob Kennedy
154
P2572Enterprise Resource Planning (ERP) Replacement
Michael Kerr
6/3/2015
0
District Wide
3
$500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement of the Enterprise Resource Planning 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
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $250 $250 $0 $500
PRIOR YEARS:
TOTAL
$0
155
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:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/24/2017Bob Kennedy
156
P2573PL - 12-Inch Pipeline Replacement, 803 Zone, Hillsdale Road
Stephen Beppler
5/23/2016
P2574
5
22
1
$2,450,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$1,600 $610 $0 $0 $0 $0 $2,450
PRIOR YEARS:
TOTAL
$240
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
157
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
$90
$150
PROJECT PHASE:
7/1/2017 3/1/2019 $2,210
PROJECT LOCATION:OWD Map Book:356
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2017Steve Beppler
158
P2574PL - 12-Inch Pipeline Replacement, 978 Zone, Vista Vereda
Stephen Beppler
5/23/2016
P2573
5
22
2
$2,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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. Replacement length of water lines could potentially increase to 4,500 feet to relocate lines outside of hard to access easements.
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.
COMMENTS:
Budget decreased from $2.75M to $2.5M. Changed scope of work to just include the water line along Vista Vereda from Vista Grande to Hidden Mesa Trail. Created separate CIPs for 1960s era steel water lines in Vista Grande and Pence Dr.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$450 $2,000 $30 $0 $0 $0 $2,500
PRIOR YEARS:
TOTAL
$20
159
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 12/31/2017
$20
$180
PROJECT PHASE:
1/1/2018 6/30/2020 $2,300
PROJECT LOCATION:OWD Map Book:368, 369, 378
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
160
P2578PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm
Jeff Marchioro
5/23/2016
P2473
1
22
2
$10,000,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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.
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
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $350 $3,200 $6,450 $10,000
PRIOR YEARS:
TOTAL
$0
161
P2578
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 9/30/2020
10/1/2020 9/30/2021
$100
$900
PROJECT PHASE:
10/1/2021 6/30/2023 $9,000
PROJECT LOCATION:OWD Map Book:114
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
162
P2584Res - 657-1 and 657-2 Reservoir Demolitions
Jeff Marchioro
5/23/2016
3
22
2
$720,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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.
JUSTIFICATION OF PROJECT:
Eliminating the existing 657 Pressure Zone will simplify operations, reduce operating cost, and improve 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
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $35 $35
PRIOR YEARS:
TOTAL
$0
163
P2584
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2022 12/31/2022
1/1/2023 6/30/2024
$35
$35
PROJECT PHASE:
7/1/2024 6/30/2025 $650
PROJECT LOCATION:OWD Map Book:303
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
164
P2593458-1 Reservoir Interior/Exterior Coating & Upgrades
Kevin Cameron
5/23/2016
2
22
2
$840,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $10 $730 $100 $840
PRIOR YEARS:
TOTAL
$0
165
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 6/30/2022 $780
PROJECT LOCATION:OWD Map Book:66
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/27/2017Bob Kennedy
166
P2594Large Meter Replacement
Andrea Carey
0
22
1
$485,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the replacement of water meters 3-inch or larger.
JUSTIFICATION OF PROJECT:
Of the 219 large meters in the ground, 105 are no longer repairable and must be replaced. Staff anticipates 97 of these meters will need to replaced in the next three years.
COMMENTS:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$150 $95 $0 $0 $0 $0 $485
PRIOR YEARS:
TOTAL
$240
167
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 6/30/2019 $485
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
168
P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main
St/Energy Way
Stephen Beppler
5/23/2005
P2403
2
22
2
$150,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $150 $150
PRIOR YEARS:
TOTAL
$0
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
169
P2595
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/1/2006 6/1/2021
7/1/2006 6/30/2022
$0
$0
PROJECT PHASE:
7/1/2021 6/30/2024 $150
PROJECT LOCATION:OWD Map Book:82
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
170
P2604AMR Change Out
Andrea Carey
1/7/2017
0
22
1
$9,605,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Change-out of existing Master Meter 3G registers to Master Meter Allegro register and complete meter change-out of District's highest users of 3/4-2". In addition, implement cellular reading technology for District's temporary meters.
JUSTIFICATION OF PROJECT:
Current technology is failing at a high percentage at year 11. Final FY 2017 budget approved was $1.35M. Total program budget is estimated at $10.1M (recycled (R2143) and potable), projected to be spent over 6 years.
Also, implement cellular reading technology for District's temporary meters and any large users requesting hourly data on a regular basis. Will pilot cell technology in FY 2018 with 20 endpoints and, if all works well, implement to all 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
2018 2019 2020 2021 2022 2023 Total
$1,510 $1,745 $1,475 $1,095 $1,290 $1,190 $9,605
PRIOR YEARS:
TOTAL
$1,300
171
P2604
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
1/1/2017 6/30/2023 $0
$0
PROJECT PHASE:
1/1/2017 6/30/2023 $9,605,000
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
172
P2605458/340 PRS Replacement, 1571 Melrose Ave
Jeff Marchioro
2
22
2
$250,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Replace existing Pressure Reducing Station (PRS) with new facility.
JUSTIFICATION OF PROJECT:
Existing PRS is old with excessive leaking and vault flooding issues.
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
2018 2019 2020 2021 2022 2023 Total
$1 $50 $189 $10 $0 $0 $250
PRIOR YEARS:
TOTAL
$0
173
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
$15
$50
PROJECT PHASE:
7/1/2019 6/30/2021 $185
PROJECT LOCATION:OWD Map Book:065
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
174
P2606803-2 Reservoir Repair/Replacement of Caulking and Tree
Removal
Jeff Marchioro
5
22
1
$75,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Repair or replacement of caulking reservoir and remove trees from tank property.
JUSTIFICATION OF PROJECT:
Roots from trees are penetrating the tank at the base caulking.
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
2018 2019 2020 2021 2022 2023 Total
$1 $55 $19 $0 $0 $0 $75
PRIOR YEARS:
TOTAL
$0
175
P2606
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
$2
$8
PROJECT PHASE:
7/1/2018 6/30/2020 $65
PROJECT LOCATION:OWD Map Book:357
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
176
P2607Douglas Ave SWA and OWD Interconnection Upgrade
Stephen Beppler
2
22
1
$50,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$10 $30 $10 $0 $0 $0 $50
PRIOR YEARS:
TOTAL
$0
177
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 6/30/2018
$3
$7
PROJECT PHASE:
7/1/2018 6/30/2020 $40
PROJECT LOCATION:OWD Map Book:095
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
178
P2608PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple
Kevin Cameron
3
22
2
$350,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Fire flows on this section of water line are below recommended rates. 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 PRVs.
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
2018 2019 2020 2021 2022 2023 Total
$10 $40 $290 $10 $0 $0 $350
PRIOR YEARS:
TOTAL
$0
179
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
$40
PROJECT PHASE:
7/1/2019 6/30/2021 $300
PROJECT LOCATION:OWD Map Book:303
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
180
P2609PL - 8-inch, 1004 Zone, Eucalyptus St, Coronado/Date/La Mesa
Kevin Cameron
3
22
2
$400,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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.
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
2018 2019 2020 2021 2022 2023 Total
$0 $10 $65 $315 $10 $0 $400
PRIOR YEARS:
TOTAL
$0
181
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 $325
PROJECT LOCATION:OWD Map Book:317
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
182
P2610Valve Replacement Program - Phase 1
Kevin Cameron
0
22
1
$150,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$30 $60 $60 $0 $0 $0 $150
PRIOR YEARS:
TOTAL
$0
183
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
$10
PROJECT PHASE:
7/1/2017 6/30/2020 $135
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/25/2017Jolene Fielding
184
P2611Quarry Road Bridge Replacement and Utility Relocation
Kevin Cameron
3
22
2
$1,000,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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:
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$5 $10 $60 $425 $450 $50 $1,000
PRIOR YEARS:
TOTAL
$0
185
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 12/31/2022 $925
PROJECT LOCATION:OWD Map Book:197
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
186
P2612PL - 12-inch, 711 Zone, Pas de Luz/Telegraph Canyon Rd
Kevin Cameron
4
22
2
$500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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:
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
2018 2019 2020 2021 2022 2023 Total
$5 $10 $85 $390 $10 $0 $500
PRIOR YEARS:
TOTAL
$0
187
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 12/31/2021 $400
PROJECT LOCATION:OWD Map Book:096
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
188
P2613PL - 12-inch, 520 Zone, Rancho San Diego Towne Center Loop
Kevin Cameron
5
22
2
$150,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Provide a second feed to the Rancho San Diego Towne Center Shopping Center from Jamacha Road.
JUSTIFICATION OF PROJECT:
Single feed for this large complex does not provide desired redundancy.
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
2018 2019 2020 2021 2022 2023 Total
$10 $35 $100 $5 $0 $0 $150
PRIOR YEARS:
TOTAL
$0
189
P2613
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
$35
PROJECT PHASE:
7/1/2019 6/30/2020 $105
PROJECT LOCATION:OWD Map Book:331
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
190
P2614485-1 Reservoir Interior/Exterior Coating
Kevin Cameron
4
22
3
$895,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $10 $885 $895
PRIOR YEARS:
TOTAL
$0
191
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
$2
$8
PROJECT PHASE:
7/1/2022 6/30/2023 $885
PROJECT LOCATION:OWD Map Book:112
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2017Bob Kennedy
192
P2615PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande
Stephen Beppler
5
22
2
$1,200,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 catastrophic failures due to semi-localized coating failures and severe corrosion of the thin wall steel can.
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
2018 2019 2020 2021 2022 2023 Total
$0 $20 $130 $1,030 $20 $0 $1,200
PRIOR YEARS:
TOTAL
$0
193
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 6/30/2021 $1,050
PROJECT LOCATION:OWD Map Book:368
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
194
P2616PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Dr/Vista
Sierra Dr
Stephen Beppler
5
22
2
$2,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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.
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 catastrophic failures due to semi-localized coating failures and severe corrosion of the thin wall steel can.
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
2018 2019 2020 2021 2022 2023 Total
$20 $180 $2,280 $20 $0 $0 $2,500
PRIOR YEARS:
TOTAL
$0
195
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
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
196
P2617Lobby Security Enhancements
Kent Payne
3
22
1
$75,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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, glass and work areas with sufficient protection to allow staff to retreat to a safe location should a dangerous encounter present itself.
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
2018 2019 2020 2021 2022 2023 Total
$75 $0 $0 $0 $0 $0 $75
PRIOR YEARS:
TOTAL
$0
197
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:
7/1/2017 6/30/2018 $65
PROJECT LOCATION:OWD Map Book:318
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2017Bob Kennedy
198
P2619PS - Temporary Lower Otay Pump Station Redundancy
Jeff Marchioro
1
22
1
$635,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Add a second pump to LOPS to provide system redundancy to this vital station. Project involves site work, yard piping, replacement of a 30-inch flow meter and adjoining piping due to internal deterioration, instrumentation, and controls additions along with security improvements.
JUSTIFICATION OF PROJECT:
LOPS is the sole water supply to the south potable water system during annual SDCWA aqueduct shutdowns and needs to have redundancies and remote access controls to ensure reliable operation.
COMMENTS:
Scope of work from CIP P2579 included in CIP P2619. CIP P2579 will be closed to avoid duplication.
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
2018 2019 2020 2021 2022 2023 Total
$20 $80 $485 $50 $0 $0 $635
PRIOR YEARS:
TOTAL
$0
199
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
7/1/2018 6/30/2019
$20
$80
PROJECT PHASE:
7/1/2019 6/30/2021 $535
PROJECT LOCATION:OWD Map Book:070
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
200
P2620Radio and Emergency Communication System
Michael Kerr
P2520
0
District Wide
2
$20,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project will be to conduct an assessment of the District's critical communications and information systems infrastructure and evaluate the technical feasibility of the creation of a back-up communications systems that complements existing communications resources (Metro-E) and next generation and advanced communications technologies. Where CIP P2520 made updates to the existing radio system that is dated and has a limited remaining life of about 6 years, this CIP will evaluate the latest generation of radio communications for replacement of the existing system.
JUSTIFICATION OF PROJECT:
In the event of a natural disaster and unavailable power and data coverage, staff requests this initial report conducted for potential solutions for back-up emergency communications systems.
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
2018 2019 2020 2021 2022 2023 Total
$20 $0 $0 $0 $0 $0 $20
PRIOR YEARS:
TOTAL
$0
201
P2620
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
8/1/2017 10/5/2017
$0
$20
PROJECT PHASE:
$0
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/12/2017Bob Kennedy
202
P2623Central Area to Otay Mesa Interconnection Pipelines
Combination Air/Vacuum Valve Replacements
Jeff Marchioro
P2083
2
22
2
$270,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 severely corroded and others are too short for the taller replacement valves.
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
2018 2019 2020 2021 2022 2023 Total
$20 $120 $120 $10 $0 $0 $270
PRIOR YEARS:
TOTAL
$0
203
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
$5
$15
PROJECT PHASE:
7/1/2018 6/30/2020 $250
PROJECT LOCATION:OWD Map Book:055
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
204
R2077RecPL - 24-Inch, 860 Zone, Alta Road - Alta Gate/Airway
Stephen Beppler
5/23/2006
R2048, R2058, R2087
2
22
4
$2,852,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for construction of approximately 9,300 feet of 24-inch pipeline within the 860 Pressure Zone in Alta Road from the Alta Gate location to Airway Road. Portions of this project are being built by developers through reimbursement agreements. The balance of this project will be constructed as part of the Otay Mesa recycled water system.
JUSTIFICATION OF PROJECT:
This project will provide transmission capacity for development of Otay Mesa and link the planned 860-1 Reservoir with the recycled water transmission system in Otay Mesa. Funding opportunity is the United States Bureau of Reclamation Water Reclamation and Reuse Program, Title XVI of P.L. 102-575.
COMMENTS:
Temporary moratorium enacted for Otay Mesa recycled water in July 2014 will be revisited in the future. In the meanwhile, putting a hold on all recycled water projects in Otay Mesa.
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
2018 2019 2020 2021 2022 2023 Total
$20 $20 $0 $0 $0 $0 $2,852
PRIOR YEARS:
TOTAL
$2,812
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
205
R2077
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2001 12/1/2009
1/1/2010 6/30/2019
$164
$451
PROJECT PHASE:
7/1/2019 12/31/2024 $2,237
PROJECT LOCATION:OWD Map Book:39
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:5/5/2017Bob Kennedy
206
R2079RecPL - 6-Inch, 450 Zone, Otay Valley Road - Otay
Valley/Entertainment
Stephen Beppler
R2028
1
22
2
$150,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is to construct the pipeline across the river and the pressure reducing station to reduce the pressure from the 680 Pressure Zone to a new 450 Pressure Zone to serve the amphitheater and water park.
JUSTIFICATION OF PROJECT:
The City is replacing the Heritage Road Bridge south of Main Street. Village 3 will construct recycled water to the intersection of Heritage Road and Main Street.
COMMENTS:
The pipeline is estimated to cost $450K and a pressure reducing station $200K. Current CIP does not reflect this work; will be updated upon acceptance of new Master Plan.
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
2018 2019 2020 2021 2022 2023 Total
$10 $10 $10 $120 $0 $0 $150
PRIOR YEARS:
TOTAL
$0
207
R2079
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 12/31/2018
$10
$20
PROJECT PHASE:
1/1/2019 6/30/2021 $120
PROJECT LOCATION:OWD Map Book:51
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
208
R2084RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media
Stephen Beppler
6/2/2004
R2083, R2085
1
22
2
$365,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 is expected to be considered by the Board in FY 2017.
Developer budget is 2,000 LF at a cost of $150 per foot for a total of $300K.Inspection and staff budget is $65K.This CIP budget was reduced from $970K to $365K for the FY 2017 CIP budget.
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
2018 2019 2020 2021 2022 2023 Total
$40 $315 $10 $0 $0 $0 $365
PRIOR YEARS:
TOTAL
$0
209
R2084
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2004 6/30/2017
7/1/2017 6/30/2018
$10
$40
PROJECT PHASE:
7/1/2018 6/30/2020 $315
PROJECT LOCATION:OWD Map Book:82
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $1,900 $1,900 $1,900 $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:4/19/2017Jolene Fielding
210
R2110RecPS - 944-1 Optimization and Pressure Zone Modifications
Jeff Marchioro
R2091
1
22
1
$200,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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. Add a sump pump to an existing pressure reducing station 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.
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
2018 2019 2020 2021 2022 2023 Total
$20 $45 $0 $0 $0 $0 $200
PRIOR YEARS:
TOTAL
$135
211
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
$60
$25
PROJECT PHASE:
9/30/2015 6/30/2019 $115
PROJECT LOCATION:OWD Map Book:115
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
212
R2116RecPL - 14-Inch, 927 Zone, Force Main Improvements
Jeff Marchioro
3
22
1
$2,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$200 $400 $0 $0 $0 $0 $2,500
PRIOR YEARS:
TOTAL
$1,900
213
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
$500
$200
PROJECT PHASE:
1/1/2015 6/30/2020 $1,800
PROJECT LOCATION:OWD Map Book:186, 200, 304, 318,
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/16/2017Bob Kennedy
214
R2118Steele Canyon Sewer PS Large Solids Handling Improvements
Stephen Beppler
6/3/2015
3
22
1
$75,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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:
Design completed in FY 2017 with construction in FY 2018 to coincide with next scheduled treatment plant shutdown. 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
2018 2019 2020 2021 2022 2023 Total
$50 $3 $0 $0 $0 $0 $75
PRIOR YEARS:
TOTAL
$22
215
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
$2
$18
PROJECT PHASE:
10/1/2015 6/30/2019 $55
PROJECT LOCATION:OWD Map Book:331
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
216
R2120RWCWRF Filtered Water Storage Tank Improvements
Stephen Beppler
6/3/2015
R2096
3
22
1
$500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 while incorporating a support structure to permit tank entry below the cover when the tank is drained.
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. A spot 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
2018 2019 2020 2021 2022 2023 Total
$25 $20 $400 $5 $0 $0 $500
PRIOR YEARS:
TOTAL
$50
217
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 6/30/2017
$10
$40
PROJECT PHASE:
7/1/2017 6/30/2020 $450
PROJECT LOCATION:OWD Map Book:319
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
218
R2121Res - 944-1 Reservoir Cover/Liner Replacement
Jeff Marchioro
6/3/2015
5
22
2
$1,400,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$1 $1 $33 $1,347 $0 $0 $1,400
PRIOR YEARS:
TOTAL
$18
219
R2121
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2015 6/30/2016
7/1/2016 9/30/2020
$10
$100
PROJECT PHASE:
10/1/2020 6/30/2021 $1,290
PROJECT LOCATION:OWD Map Book:172
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:3/24/2017Bob Kennedy
220
R2123Repurpose Otay Mesa Recycled Water Lines
Stephen Beppler
5/23/2016
2
22
2
$350,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project will access 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.
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
2018 2019 2020 2021 2022 2023 Total
$5 $5 $5 $150 $150 $35 $350
PRIOR YEARS:
TOTAL
$0
221
R2123
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 6/30/2017 $35
$0
PROJECT PHASE:
7/1/2017 6/30/2023 $315
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
222
R2125RecPRS - 927/680 PRS Improvements, Otay Lakes Road
Stephen Beppler
1
22
2
$200,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Add equipment and controls to allow for the operation of the 927/680 Pressure Reducing Station (PRS) to function in coordination with the 944-1 Recycled Water Pump Station (RWPS).
JUSTIFICATION OF PROJECT:
Storage in the 680 Recycled Water Pressure Zone (PZ) is limited while the 927 PZ has excess storage. During peak electrical periods when the distribution pumps are not typically operated, the proposed improvements will allow for high water demands to be supplied from the 927 PZ storage. The controls would prevent the PRV from opening when the 944-1 RWPS is in operation.
COMMENTS:
New CIP based upon 2015 Water Facilities Master Plan update.
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
2018 2019 2020 2021 2022 2023 Total
$50 $145 $5 $0 $0 $0 $200
PRIOR YEARS:
TOTAL
$0
223
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 6/30/2020 $150
PROJECT LOCATION:OWD Map Book:130
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
224
R2139RWCWRF - Filter Troughs Replacement
Stephen Beppler
3
22
2
$30,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$30 $0 $0 $0 $0 $0 $30
PRIOR YEARS:
TOTAL
$0
225
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 6/30/2018 $25
PROJECT LOCATION:OWD Map Book:319
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
226
R2143AMR Change Out
Andrea Carey
1/7/2017
0
22
1
$525,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
Change-out of existing Master Meter 3G registers to Master Meter Allegro register and complete meter change-out of District's highest users of 3/4-2".
JUSTIFICATION OF PROJECT:
Current technology is failing at a high percentage at year 11. Final FY 2017 budget approved was $1.35M. Total program budget is estimated at $10.1M (recycled and potable (P2604)), projected to be spent over 6 years.
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
2018 2019 2020 2021 2022 2023 Total
$350 $75 $25 $5 $10 $10 $525
PRIOR YEARS:
TOTAL
$50
227
R2143
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
$0
$0
PROJECT PHASE:
1/7/2017 6/30/2023 $525
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
228
S2012 San Diego County Sanitation District Outfall and RSD Outfall
Replacement
Stephen Beppler
6/4/2003
3
18
1
$3,550,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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:
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$20 $200 $250 $300 $350 $400 $2,540
PRIOR YEARS:
TOTAL
$1,020
229
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:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
230
S2024Campo Road Sewer Main Replacement
Stephen Beppler
5/17/2010
3
18
1
$10,100,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 Blvd, 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:
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 $10.1M. This project is 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
2018 2019 2020 2021 2022 2023 Total
$4,250 $4,250 $50 $0 $0 $0 $10,100
PRIOR YEARS:
TOTAL
$1,550
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
231
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
$160
$1,390
PROJECT PHASE:
7/1/2016 6/30/2018 $8,550
PROJECT LOCATION:OWD Map Book:330
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:9/7/2017Jolene Fielding
232
S2027Rancho San Diego Pump Station Rehabilitation
Stephen Beppler
5/16/2011
3
18
1
$3,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$5 $5 $5 $444 $0 $0 $3,500
PRIOR YEARS:
TOTAL
$3,041
233
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
$50
$500
PROJECT PHASE:
10/1/2016 6/30/2021 $2,950
PROJECT LOCATION:OWD Map Book:331
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/18/2017Bob Kennedy
234
S2033Sewer System Rehabilitation
Stephen Beppler
5/16/2011
5
18
1
$3,000,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for sewer system rehabilitation efforts that have been identified. These efforts involve replacement of approximately 13,000 linear-feet of failing or damaged pipe segments, separated pipe joints, etc.
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 in need of repair.
COMMENTS:
Project to be closed after FY 2018. Construction of the Rancho San Diego (RSD) Basin Phase 1 project will remain under this project. FY 2019 costs are to cover warranty period of RSD Phase 1.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$10 $10 $0 $0 $0 $0 $3,000
PRIOR YEARS:
TOTAL
$2,980
235
S2033
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2011 1/1/2016
3/1/2013 1/1/2017
$225
$775
PROJECT PHASE:
6/30/2014 6/30/2017 $2,000
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
236
S2043RWCWRF Sludge Handling System
Stephen Beppler
5/14/2013
R2096
3
18
3
$1,500,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$30 $0 $0 $0 $0 $5 $76
PRIOR YEARS:
TOTAL
$41
237
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 6/30/2024
$75
$200
PROJECT PHASE:
7/1/2024 6/30/2026 $1,225
PROJECT LOCATION:OWD Map Book:319
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
238
S2044Trenchless Sewer Rehabilitation
Stephen Beppler
5/23/2016
5
18
1
$550,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 to be bid and constructed in FY 2017. Budget reduced from $650K to $550K to reflect 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
2018 2019 2020 2021 2022 2023 Total
$75 $5 $0 $0 $0 $0 $550
PRIOR YEARS:
TOTAL
$470
239
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
$0
$50
PROJECT PHASE:
3/1/2017 6/30/2019 $500
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
240
S2045Fuerte Drive Sewer Relocation
Stephen Beppler
5/23/2016
5
18
1
$200,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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:
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:
Planning work started under the S2033 project. County has delayed construction until 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
2018 2019 2020 2021 2022 2023 Total
$50 $130 $0 $0 $0 $0 $200
PRIOR YEARS:
TOTAL
$20
241
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 6/30/2019 $130
PROJECT LOCATION:OWD Map Book:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
242
S2046RWCWRF - Aeration Panels Replacement
Stephen Beppler
3
18
1
$450,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 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
2018 2019 2020 2021 2022 2023 Total
$50 $100 $200 $0 $0 $0 $450
PRIOR YEARS:
TOTAL
$100
243
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
$20
$80
PROJECT PHASE:
10/1/2016 6/30/2020 $350
PROJECT LOCATION:OWD Map Book:319
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
244
S2047Asset Management - Info Master Sewer Implementation
Ming Zhao
5/23/2016
5
18
2
$58,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$30 $28 $0 $0 $0 $0 $58
PRIOR YEARS:
TOTAL
$0
245
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:
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
246
S2048Hillsdale Road Sewer Repairs
Stephen Beppler
5/23/2016
5
18
1
$720,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 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:
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$400 $270 $0 $0 $0 $0 $720
PRIOR YEARS:
TOTAL
$50
OTAY WATER DISTRICT
CAPITAL IMPROVEMENT PROGRAM
247
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 6/30/2019 $670
PROJECT LOCATION:OWD Map Book:356
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/26/2017Steve Beppler
248
S2049Calavo Basin Sewer Rehabilitation - Phase 2
Stephen Beppler
5/23/2016
5
18
2
$1,000,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 nine (9) sewer sites, primarily in the Calavo area: 25, 27, 56, 65, 78, 230, 310, 452, and 1460.
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.
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.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$19 $130 $845 $5 $0 $0 $1,000
PRIOR YEARS:
TOTAL
$1
249
S2049
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2016 6/30/2018
7/1/2018 6/30/2019
$20
$130
PROJECT PHASE:
7/1/2019 6/30/2021 $850
PROJECT LOCATION:OWD Map Book:353, 354, 365 & 366
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
250
S2050Rancho San Diego Basin Sewer Rehabilitation - Phase 2
Stephen Beppler
5/23/2016
5
18
2
$1,300,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 eight (8) sewer sites: 705, 724, 735, 747, 750, 772, 775, and 847.
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:
This project is taken from S2033 and is the next highest priority area for open cut repairs after the Calavo Phase 2 project.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$0 $0 $20 $180 $550 $500 $1,250
PRIOR YEARS:
TOTAL
$0
251
S2050
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2019 6/30/2020
7/1/2020 6/30/2021
$20
$180
PROJECT PHASE:
7/1/2021 6/30/2024 $1,100
PROJECT LOCATION:OWD Map Book:355, 356, 357, 368,
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
252
S2051RWCWRF - Headworks Improvements
Stephen Beppler
5/23/2016
3
18
1
$150,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
PRIORITY:
BUDGET AMOUNT:
DESCRIPTION OF PROJECT:
This project is for the refurbishment of the treatment plant headworks, notably the rotary screen concrete channel.
JUSTIFICATION OF PROJECT:
Existing channel wall is greatly deteriorated by H2S and supports the rotary screen. Repair will fix channel ventilation which contributed to the wall deterioration. CIP is based upon recommendations from Ralph W. Chapman Water Reclamation Facility (RWCWRF) Master Plan (Item 4.1).
COMMENTS:
Alternative channel wall and support structure for the rotary screen is required. Design to performed 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
2018 2019 2020 2021 2022 2023 Total
$50 $100 $0 $0 $0 $0 $150
PRIOR YEARS:
TOTAL
$0
253
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
$30
PROJECT PHASE:
7/1/2018 6/30/2019 $100
PROJECT LOCATION:OWD Map Book:319
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/25/2017Jolene Fielding
254
S2053RWCWRF - Sedimentation Basins Weirs Replacement
Stephen Beppler
5/23/2016
3
18
1
$60,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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
2018 2019 2020 2021 2022 2023 Total
$60 $0 $0 $0 $0 $0 $60
PRIOR YEARS:
TOTAL
$0
255
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
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/24/2017Jolene Fielding
256
S2054Calavo Basin Sewer Rehabilitation - Phase 3
Stephen Beppler
5/23/2016
5
18
2
$1,300,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 nine sewer sites in the Calavo area: 5.1, 93, 126, 150.1, 150.2, 186, 200, 436, and 1000.
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:
This project is taken from S2033 and is the next highest priority areas after the Rancho San Diego Phase 2 project for open cut repairs.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Replacement 0 %0 %100 %0 %100 %
TOTAL:0 %0 %100 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $20 $180 $1,090 $1,290
PRIOR YEARS:
TOTAL
$0
257
S2054
PROJECT SCHEDULE:
PLANNING:
DESIGN:
CIP Number:
ESTIMATED
START DATE
ESTIMATED
FINISHED DATE
ESTIMATED
COST (X $1,000):
CONSTRUCTION:
7/1/2020 11/30/2020
12/1/2020 10/31/2021
$20
$180
PROJECT PHASE:
11/1/2021 6/30/2023 $1,100
PROJECT LOCATION:OWD Map Book:353, 354, 365, 366
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/19/2017Jolene Fielding
258
S2061RWCWRF Aeration Controls Consolidation & Optimization
Upgrades (S)
Stephen Beppler
R2119
3
18
1
$190,000
PROJECT MANAGER:
ORIGINAL APPROVED DATE:
RELATED CIP PROJECTS:
PROJECT TITLE:CIP Number:
DIRECTOR DIVISION:
I.D. LOCATION:
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 CIP R2119 to be closed out at end of FY 2017.
FUNDING SOURCE:Expansion Betterment Replacement New Water Supply Total
Betterment ID 18 0 %100 %0 %0 %100 %
Replacement 0 %0 %0 %0 %0 %
TOTAL:0 %100 %0 %0 %100 %
FUND DETAILS:
EXPENDITURE SCHEDULE (X $1,000):
FY FY FY FY FY FY FY
2018 2019 2020 2021 2022 2023 Total
$30 $10 $150 $0 $0 $0 $190
PRIOR YEARS:
TOTAL
$0
259
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 6/30/2020 $130
PROJECT LOCATION:OWD Map Book:319
2018 2019 2020 2021 2022 2023 Total
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0
PROJECTED INCREMENTAL OPERATING EXPENDITURES SCHEDULE ($):
MAINT:
ENERGY:
CHEMICAL:
Submitted By:Date:4/20/2017Jolene Fielding
260
Annual CIP Development Policy No. 6
Purpose
To define the policy on the preparation and approval of the annual Capital Improvement Program.
Background
District staff develops and maintains a Water Resources Master Plan (WRMP), an Integrated Water
Resources Plan (IRP), and Strategic Plan that collectively are used to prepare the annual Capital
Improvement Program (CIP) and to identify the CIP projects required for ultimate build out. The
WRMP is revised every five years and adopted by the Board. 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 WRMP, 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
unpredictability with regard to the timing of CIP projects.
The WRMP, 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 current fiscal
year. The General Manager is authorized to redistribute funds between approved CIP projects as
long as the total fiscal year budget is not exceeded. 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 $50,000, 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 $50,000, the amount being authorized does not exceed the
lessor 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.
261
Capacity
Name Fee
(1)
Capacity Fee Section 28.01 $7,411.09
Triad Capacity Fee $5,559.80
New Water Supply Fee $804.47
(1) This is based on a 3/4 inch water meter effective 7/1/17.
Note: For a full listing of fees per meter size visit the District's website at:
www.otaywater.gov/engineering/public-services. Then select "Fees and Deposits".
Water Meter Capacity Fees
262
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 water 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.
263
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 Fees: 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 charge 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.
264
Glossary
Water Capacity Fees: Charges paid by customers to connect to a District water system for potable or
recycled water service. Fees are determined by multiplying the demand factor for the meter size by the
total of the District-wide capacity fee and applicable zone charge.
265
AF Acre-Foot/Feet
AMR Automated Meter Reader/Reading
APCD Air Pollution Control District
ASCE American Society of Civil Engineers
AWWA American Water Works Association
CEQA California Environmental Quality Act
CIP Capital Improvement Program
CMAA Construction Management Association of America
CSI California Solar Initiative
CWA County Water Authority (San Diego)
FCF Flow Control Facility
FY Fiscal Year
GAAP Generally Accepted Accounting Principles
GIS Geographic Information System
GPS Global Positioning System
HWD Helix Water District
ID Improvement District
IID Imperial Irrigation District
IMS Infrastructure Management System
IRP Integrated Water Resources Plan
LOPS Lower Otay Pump Station
MBR Membrane Bioreactor
MG Million Gallons
MGD Million Gallons per Day
MWD Metropolitan Water District
O&M or O/M Operations and Maintenance
OIS Otay Information System
PB Pacific Bay
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
VCP Vitrified Clay Pipe
WD Water District
WRMP Water Resources Master Plan
WTP Water Treatment Plant
List of Acronyms
266
Index
Annual CIP Development Policy No. 6 261
Awards x-xiv
Capital Budget Narrative 35-37
CIP Budget Basis 7
CIP Budget Calendar 9
CIP Budget Guide 1
CIP Budget Process 5-7
CIP Justification and Impact on Operating Budget 47
CIP Project Index 51-53
CIP Project Sheet Description 49-50
CIP Projects 55-260
CIP Reserve Funds 37
Current Economic Conditions 15
Demographics 10
District Formation 3
Economic Outlook 15
Fund Structure 8
Glossary 263-265
Index 267
Letter of Transmittal iii-x
List of Acronyms 266
Mission Statement, Vision, Key Challenge, Statement of Values 2
Organizational Structure 4
Resolution No. 4336 xv-xvi
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) 38
Six-Year CIP Projects Summary by Fund ($1,000s) 38
Six-Year CIP Projects by Source and Fund ($1,000s) 39-42
Six-Year CIP Projects Schedule 43-46
Strategic Plan Balanced Scorecard 19
Administrative Services 20-22
Finance 23-26
Water Operations 27-31
Engineering 32-34
Table of Contents i
Ten Principal Taxpayers 11
Ten Largest Customers 11
267
The Future 17-18
Water Meter Capacity Fees 262
Water Comparison – Member Agency Water Rates 12
268