TRANSPORATION CAPITAL FINANCIAL SUMMARY CHART |
||||||||||||||
PROJECT TITLE |
FUNDING SECURED |
FUNDING SOURCE |
PRIORITY |
2005/06 FY |
2006/07 FY |
2007/08 FY |
2008/09 FY |
2009/10 FY |
||||||
YES |
NO |
|||||||||||||
ADA Ramps and Parking Spaces |
X |
|
CDBG Grant/Transportation Funds |
1 |
$431,390 |
--- |
--- |
--- |
--- |
|||||
Airport Road Improvement |
X |
|
Developer Fees |
1 |
$2,000,000 |
$3,000,000 |
--- |
--- |
--- |
|||||
Alley and Parking Improvements (Downtown) |
|
X |
Transportation Funds |
3 |
$100,000 |
$375,000 |
--- |
$125,000 |
$250,000 |
|||||
Bike Enhancements/Routes |
|
X |
Transportation Funds |
3 |
$25,000 |
$25,000 |
$25,000 |
$25,000 |
$25,000 |
|||||
Center Street Improvements |
X |
|
Transportation Funds |
3 |
--- |
$200,000 |
--- |
--- |
--- |
|||||
Church Road Improvements |
X |
|
Developer Fees |
1 |
$900,000 |
$900,000 |
--- |
--- |
--- |
|||||
City Dock/Boat Launch Replacement |
|
X |
Transportation Funds/Boat and Waterways Grant |
2 |
$50,000 |
$250,000 |
$500,000 |
--- |
--- |
|||||
Curb/Gutter/Sidewalk Replacement |
|
X |
Transportation Funds/Developer Fees |
1 |
$40,000 |
$40,000 |
$40,000 |
$40,000 |
$40,000 |
|||||
Highway 12 Bridge Replacement and Widening |
|
X |
Transportation Funds/ CalTrans Grant |
1 |
--- |
$250,000 |
$250,000 |
--- |
--- |
|||||
Liberty Island Road Improvements |
X |
|
Developer Fees |
1 |
$1,000,000 |
$1,500,000 |
|
|
|
|||||
Opticom Traffic Signal Pre-empt System |
|
X |
General Funds |
3 |
--- |
--- |
$75,000 |
--- |
--- |
|||||
Road Overlays |
|
X |
Transportation Funds |
1 |
$300,000 |
$300,000 |
$300,000 |
$300,000 |
$250,000 |
|||||
Streetscape Improvements (Various Locations) |
|
X |
Redevelopment Funds/CDBG Grant |
1 |
$50,000 |
$250,000 |
$1,000,000 |
$750,000 |
$750,000 |
|||||
Street Signs |
X |
|
Federal Appropriation |
1 |
$50,000 |
--- |
--- |
--- |
--- |
|||||
Street Striping |
X |
|
Transportation Funds |
1 |
$30,000 |
$15,000 |
$15,000 |
$15,000 |
$15,000 |
|||||
Transit Buses |
X |
|
TDA Funds |
1 |
--- |
$60,000 |
--- |
$60,000 |
--- |
|||||
Way Finding Signs |
X |
|
Transportation Funds |
1 |
--- |
$25,000 |
$25,000 |
--- |
--- |
|||||
Location: Citywide
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project
Background:
Many of the CityÕs sidewalks, curbs and gutters are not ADA compliant, and there are not enough ADA parking spaces available to the public on Main Street.
Project Objectives:
The objective is to install 25-30 ADA curb ramps and to provide 5 ADA parking spaces near businesses along Main Street.
Existing Condition:
The new sections of the City are compliant, however many sections of the older sections of the city are not ADA compliant.
Fiscal Implications:
The City received a CDBG General Allocation Grant award to
install ADA ramps at 25-30 intersections and 5 parking spaces.
The grant will
fund $329,890 of these improvements and the City will fund $101,500 using
Transportation Improvement funds.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
|
$431,390 |
|
|
|
|
TOTAL |
$431,390 |
$431,390 |
$431,390 |
|
|
|
|
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
|
Design Bid Construct |
N/A |
N/A |
N/A |
N/A |
Project
Justification
It is the responsibility of the City to comply with ADA standards.
Comments
None.
Location: Airport Road – 1.4 miles
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project
Background
Airport Road is failing from Church Road to Liberty Island Road. The Watson Hallow and Macks Channel Bridges need replacing. Traffic from proposed residential developments as well as Trilogy will exceed the capacity of the road.
Project
Objectives
Reconstruct and widen roadway, bridge will be replaced, curb, gutter and sidewalk, street lighting and landscaping installed.
Existing
Condition
The road is in poor condition. It has been blade patched twice in the last ten years from
the airport entrance to Church Road.
Fiscal
Implications
The costs indicated are only estimates; the actual costs are not known at this time.
This project will be developer funded.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$5 M |
$2 M |
$3 M |
--- |
--- |
--- |
TOTAL |
|
$5 M |
$2 M |
$3 M |
--- |
--- |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
Design Complete |
Construct |
Construct |
N/A |
N/A |
N/A |
Project
Justification
This road is a new entrance to the Trilogy community, which will bring more traffic, thus making it a major arterial for the City of Rio Vista.
Comments
None.
Location: Downtown Rio Vista - _Alleys behind Main Street and connecting between Main and cross streets (Sacramento and Montezuma); Construct new parking facilities in various locations
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
|
|
X |
|
|
Project Background
In 2002, Main Street was reconstructed and new landscaping, street lighting and amenities were added. Although only two on-street spaces per block were removed, the project has emphasized the need for loading and delivery parking, as well as long term parking needs for downtown employees and residents.
Project Objectives
Provide for adequate loading and delivery, employee, resident and customer parking in the downtown area, particularly in locations adjacent to Main Street.
Existing Condition
Alleys are not designed or signed for loading and unloading, yet they are the only real alternative to blocking portions of Main Street; parking opportunities are not fully utilized. Only one small municipal lot exists; others are needed and will be required as commercial development and rehabilitation of existing buildings occur.
Fiscal Implications
Alleys and parking facilities need to be maintained. Capital development cost is approximately $7,000 – 10,000 per space for surface parking, plus land acquisition cost. Approximately 50 spaces will be needed in the next five years (perhaps more). Land needed: approximately 400 sq. ft. per space, or about 20,000 sq. ft. (1/2 acre). Land cost: $12/sq. ft. or $5,000 per space. Total cost: $12,000 - $15,000/space or $600,000 - $750,000 in total. Funding sources are: private construction, sale of City land(?) temporary use of vacant lot(s), grant funds, downtown improvement district, and Redevelopment funds/bonds.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$850,000 |
$100,000 |
$375,000 |
--- |
$125,000 |
$250,000 |
TOTAL |
|
$850,000 |
$100,000 |
$375,000 |
--- |
$125,000 |
$250,000 |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
Construct |
Planning/ Programming Design/ Engineering |
Land Acquisition/ Construction (25 spaces) |
--- |
Land Acquisition (25 Spaces) |
Construction (25 Spaces) |
Project Justification
Loading & delivery problems already exist and will become worse with imminent projects (renovation of restaurants, Rio Vista Hotel, additional population visiting downtown, etc.). Employee and visitor (customer) parking currently beginning to be strained in some blocks; anticipated renovation of Rio Vista and ram hotels, plus other new businesses will increase demand by 25 – 30 spaces, including long term (24-hour) parking needs for residential apartments (hotels). Business climate will not support current or future business without adequate parking. The goal is enhancement and preservation of downtown as central business district, traffic calming, reduction of auto trips, lower air pollution, improved pedestrian and visitor access to downtown commercial district and the waterfront.
Comments
Need to research land cost in this market. Consider utilizing some alley cross- connections, City vacant land for new temporary (or permanent) parking lots?
Location: Citywide
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
|
|
X |
|
|
Project
Background
As the City develops it will be important to provide bike lanes and routes throughout the City.
Project
Objectives
Construct safe bike routes throughout the city to encourage residents to use alternative modes of travel to promote healthy behavior and reduce pollution.
Existing
Condition
The City does not have any designated bike lanes.
Fiscal
Implications
Transportation Improvement funds will be the likely source of funding for this project.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
|
$25,000 |
$25,000 |
$25,000 |
$25,000 |
$25,000 |
TOTAL |
$125,000 |
$125,000 |
$25,000 |
$25,000 |
$25,000 |
$25,000 |
$25,000 |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
20% |
20% |
20% |
20% |
20% |
Project
Justification
The City and its developers will need to provide bike routes and alternative methods of transportation throughout the City.
Comments
Funding for additional transportation projects can be linked to bike lanes, walking lanes, etc.
Location: Center Street
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
|
|
X |
|
|
Project Background
The section of Center Street to be improved is a short section only 150 feet long and 40 feet wide and begins at third street and ends at an alley. Houses are located on only one side of the street.
Project Objectives
Pave the street and install sidewalks on only the frontage side of the street.
Existing Condition
The street is not paved and does not have any sidewalks.
Fiscal Implications
Transportation improvements funds will likely be the funding source, but TDA funds might also be available to fund a portion of these costs.
Project
Costs:
|
Budgeted through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$200,000 |
--- |
$200,000 |
--- |
--- |
--- |
TOTAL |
|
$200,000 |
--- |
$200,000 |
--- |
--- |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
N/A |
Design Construct |
N/A |
N/A |
N/A |
Project
Justification
This project is a redevelopment demonstration project. Paving this road and constructing a sidewalk will help to revive this area.
Comments
None
Location: Church Road – 1 mile
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background
Church Road has become a reconstruct project. Cement and construction traffic has basically destroyed it and it is not designed to accommodate the quantity of traffic that will be using this road in the near future.
Project Objectives
Reconstruct and widen roadway, bridge will be replaced, curb, gutter and sidewalk, street lighting and landscaping installed.
Existing Condition
Most of this road is a reconstruct job. The pavement is breaking up. There are dips in the lanes with sub-base failures making it almost unsafe to drive.
Fiscal Implications
The funding source for this project will be developer fees. The developers of residential communities that will be using these roads will be reconstructing this road.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$1.8 M |
$900,000 |
$900,000 |
--- |
--- |
--- |
TOTAL |
|
$1.8 M |
$900,000 |
$900,000 |
--- |
--- |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
N/A |
N/A |
Design/Bid/ Construct |
N/A |
N/A |
Project
Justification
Almost the entire length of Church Road has failed.
Comments
The priority
level corresponds with the anticipated residential developments.
Location: Adjacent to City Hall
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
|
X |
|
|
|
Project Background
The City dock needs to be upgraded to accommodate additional use and meet accessibility needs. The boat launch needs to be expanded to accommodate growth, and the current location conflicts with City and downtown events, and precludes future City Hall/Civic Center expansion.
Project Objectives
á Provide facilities more suited to serving boating public.
á Enlarge to accommodate future growth.
á Relocate boat launch to facilitate more effective use of City property downtown (Civic Center complex, etc.)
Existing Condition
The current City dock is obsolete and nearing the end of its useful life. It is too small to accommodate future needs or expansion required by growth. The boat launch is still functional but should be expanded from a single to a double ramp facility. The parking area currently is not adequate on peak-demand days and overflow parking impacts downtown businesses and surrounding neighborhood.
Fiscal Implications
The cost of constructing the new dock at Main Street was previously estimated at $150 - $200,000, plus design. A state grant of $90,000 was received in 2001 for this purpose. Since it was only 50% of the cost, the funds were set aside to match future funding sources. The boat launch was constructed with State Boating & Waterways funding over 20 years ago. After 20 years, the City is free to relocate or remove the facility and may request funding for the new and expanded facility. The cost of the relocation of the boat launch is not currently known. These projects also need to be part of the Municipal Facilities ÒMaster PlanÓ needs assessment.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$750,000+/- |
$50,000 |
$200,000 |
--- |
$500,000 |
--- |
TOTAL |
|
$750,000+/- |
$50,000 |
$200,000 |
--- |
$500,000 |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
|
Planning/ ProgrammingEngineering/ Design |
Replace Dock |
--- |
Remove/ construct new boat launch |
--- |
Project Justification
The new dock is a key component of the vision for the waterfront at Main Street. Relocating the boat launch will allow better accommodation of the boating public while removing impediment to the expansion of City facilities.
Comments
Facilities programming and policy direction needed.
Location: City-wide
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background
Over time curbs, gutters and sidewalks must be replaced due to normal wear and tear and tree roots uplifting sections. These repairs are complaint driven.
Project Objectives
Maintain safe functional curbs, gutters, and sidewalks for the community.
Existing Condition
Every year the city replaces sections of curb, gutter, and sidewalks. There is a limited amount of funds available to perform these repairs, therefore the repairs are only completed when complaints have been voiced to the City.
Fiscal Implications
The City should budget approximately $40,000 per year to replace
curbs, gutters, and sidewalks. It
costs about $40/ft., so this amount of money will fund the replacement of
approximately 1,000 feet of sidewalk.
This is an on-going maintenance need.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
|
$40,000 |
$40,000 |
$40,000 |
$40,000 |
$40,000 |
TOTAL |
$200,000 |
|
$40,000 |
$40,000 |
$40,000 |
$40,000 |
$40,000 |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
N/A |
N/A |
N/A |
N/A |
N/A |
Project Justification
If the city is made aware of a hazard within a public right of way, the City has legal responsibility to remove or repair the hazard, and/or direct the responsible party to do so.
Comments
The state vehicle code states the responsible party is the property owner whose frontage meets the sidewalk; however, Rio Vista, like many agencies, has not enforced this code and has chosen to fund the replacements entirely.
Location: Highway
12, various locations between City Limits on west, and the Helen Madera
Memorial Bridge.
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project
Background
Since 1990, all City and STA transportation studies have pointed to the need for major improvements to Highway 12 in order to accommodate planned growth in Rio Vista and anticipated increases in through traffic. The existing intersections and frontage in the commercial district between Drouin Drive and the bridge need sidewalks, curbing, landscaping, and better traffic control. The 2001 General Plan established a vision for Hwy 12 that foresaw capacity improvements as well as a need to preserve the character of Rio Vista by slowing traffic speeds and avoiding a Òtypical Cal TransÓ approach to highway expansion as seen in Suisun City.
Project Objectives
á Provide for improvements currently needed in existing developed areas, make the highway frontage more attractive and safer for both vehicles and pedestrians.
á Continue to allow for adequate access and visibility for current and new businesses.
á Provide improvements necessary for initial phases of proposed new developments.
Existing Condition
The road between Drouin Drive and the Bridge is a wide two-lane roadway without curbing, sidewalks and landscaping in many locations. Turning movements are uncontrolled except at the Hillside signal. West of Drouin Drive, Highway 12 is a two lane rural highway, except for the Summerset Drive intersection. Summerset and Liberty Island Road intersections may need additional improvements to accommodate Brann and Gibbs Ranches (currently being studied).
Fiscal Implications
The total capital costs for the existing corridor are unknown, but could approach $20 million. The operation and maintenance costs need to be included in Cads, conditions of approval for new development. The areas constructed by grant funds and other City funds will need additional operating and maintenance funds. Funding sources include developer fees, developer construction, state and federal funds through MTC, STA and CalTrans. Possible Redevelopment participation and assessment districts required as conditions of approval for expanding commercial development may also be funding sources.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$500,000 |
--- |
$250,000 |
$250,000 |
--- |
--- |
TOTAL |
|
$500,000 |
--- |
$250,000 |
$250,000 |
--- |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
N/A |
Planning/ Programming Design/ Engineering |
Construction |
N/A |
N/A |
Project Justification
It is the CityÕs responsibility to provide the community with adequate transportation infrastructure, implement vision of General Plan. Improvements needed to accommodate new development traffic generation and increasing through traffic from Solano and surrounding counties. Streetscape, intersection and capacity improvements needed on existing commercial ÒstripÓ between Drouin Drive and Bridge; Intersection, signalization and capacity improvements will be required in sections between western City Limits at Brann Ranch to Church Road; and between Church Road and Drouin Drive.
Comments
It is unclear as to extent of improvements or cost in first five years. Transportation master plan and corridor study will define specific nature of improvements and programming, as well as long range options for future bypass and new bridge at Airport Road.
Location: Liberty Island Road – 2 miles
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project
Background
Liberty Island Road is failing due to heavy traffic. Cement trucks and vacuum trucks use it daily.
The black top and road base are too thin for these weights. The bridge has reached its useful life.
Project
Objectives
Reconstruct and widen roadway, bridge will be replaced, curb, gutter and sidewalk, street lighting and landscaping installed.
Existing
Condition
Rapid road failures are becoming a traffic hazard.
Fiscal
Implications
The cost of maintaining this road exceeds the cost of rebuilding. This project will be funded with developer fees.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$2.5 M |
$1 M |
$1.5 M |
--- |
--- |
--- |
TOTAL |
|
$2.5 M |
$1 M |
$1.5 M |
--- |
--- |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
Design Complete |
N/A |
Construct |
Construct |
N/A |
N/A |
Project
Justification
This road is currently unsafe and creates a safety hazard due to the current structural sections. This road is a major arterial for the City of Rio Vista and alternate route for Highway 12 traffic.
Comments
None
Opticom Traffic Signal Pre-empt System
Location: City-wide
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
|
|
X |
|
|
Project
Background
The normal operation of any traffic signal
controlled intersection is designed for the maximum and efficient throughput of
vehicular traffic.
Unfortunately, a common occurrence at any
intersection is traffic back-up, which can require many signaling cycles to
clear. Without the ability to change the operation of the traffic signals
themselves, police and emergency response vehicles can also be forced to sit in
traffic, thus dramatically increasing their response times to crime scenes and
fire or medical emergencies.
Furthermore, even without heavy traffic, a
police or emergency response vehicle entering a traffic signal controlled
intersection at a high rate of speed places all motorists (and sometimes
pedestrians) at extreme risk.
Traffic signal preemption is an optical
communications system that allows preemption-equipped vehicles to alter the
normal operation of preemption-equipped traffic signals.
Project Objectives
Install Opticom traffic signal pre-empt system on all existing traffic signals and transmitter devices in all emergency vehicles to override the signal to provide a green light for its approach.
Existing Condition
The City does not have these devices on any of the CityÕs traffic signals.
Fiscal Implications
The source of funds will likely be the General Fund.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
|
--- |
--- |
$75,000 |
--- |
--- |
TOTAL |
$75,000 |
|
--- |
--- |
$75,000 |
--- |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
N/A |
N/A |
N/A |
N/A |
N/A |
Project
Justification
This improves safety by allowing emergency vehicles to reach their destinations quicker.
Comments
An overview of a typical scenario is as follows:
A fire truck is dispatched to an
emergency.
The fire truck is equipped with multiple
emergency warning lights and a sirenÉ The fire truck is also equipped with a
preemption transmitter, which, in operation, is a high intensity forward-facing
strobe light that is flashing at a rapid rate - much faster than normal
attention-getting lights on the fire truck.
When the fire truck approaches within
1,800 feet (line-of-sight) of a preemption-equipped traffic signal controlled
intersection, the preemption detector (normally mounted on the cross-arm that
suspends the traffic signal) "sees" the fire truckÕs preemption transmitter
and locks onto its flashing strobe.
Once the traffic signal "sees"
the fire truck, it begins to initiate a "preemption sequence" of the
actual traffic signal that is different from normal operation.
If the fire truck already has a green
light, the light will remain green. Any other direction that also has a green
light (usually the opposite direction) will first get a yellow light, then red.
When all of the other directions are then
red, and the fire truckÕs direction is the only one that is green, the left turn
arrow will illuminate (if one exists), and a brilliant white flood lamp mounted
near the traffic signal will begin to flash. This flood lamp tells the driver
of the fire truck that he now has control of the intersection, and complete
right-of-way.
If the fire truck has a red light, any
other direction that has a green light will transition to yellow, then red.
When all the directions (including the fire truckÕs) are red, the traffic
signal facing the fire truck will then turn green, along with the left turn
arrow (if one exists), and the brilliant white flood lamp will begin to flash.
Once the fire truck has passed through the
intersection, optical communication with the preemption detector (on the
traffic signal) is lost. At that time the traffic signal will default back to
normal operation. Conversely, until the fire truck passes through the
intersection, it will have a green light, regardless of the time duration.
If several intersections are within the
1,800 foot range of the fire truckÕs preemption transmitter, they will all
respond accordingly to the above operational description.
Reference: Beeco Sales and Distribution, Inc. http://www.themirt.com/overview.html
Location: Road Overlays (Recurring)
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background
In the past, very little attention was given to developing a systematic approach to identifying roads to be overlaid. Such an approach is difficult to manage and some roads will have a tendency to be overlaid more often, while some are not overlaid at all.
Project Objectives
Systematically complete pavement overlays based upon the priority established by the Pavement Management System Software.
Existing Condition
The City does not have a proactive approach to maintaining the streets. This results in some roads being neglected (of which there are several), and others being maintained and improved more often than needed.
Fiscal Implications
This is a recurring maintenance service; therefore, the city should maintain a regular budget for performing pavement overlays. The cost may vary from year to year as the number roads needed maintenance varies.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
$1,450,000 |
|
$300,000 |
$300,000 |
$300,000 |
$300,000 |
$250,000 |
TOTAL |
|
|
$300,000 |
$300,000 |
$300,000 |
$300,000 |
$250,000 |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
N/A |
N/A |
N/A |
N/A |
N/A |
Project Justification
Regular maintenance of the streets will prolong the life of the streets. The cost of rebuilding roads is greater than maintaining them.
Comments
None
Location: Downtown Rio Vista - N. Front Street between Main and Hwy 12; First ½ block off Main Street (north and south) of Front Street, Second Street, Third Street, Fourth Street and possibly others
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background
In 2002, Main Street was reconstructed and new landscaping, street lighting and amenities were added. Due to funding limits, only the first 4 ½ blocks of Main Street were completed. The previous plans for the waterfront have also anticipated a similar streetscape project for Front Street as part of the waterfront revitalization. Many downtowns have installed streetscape improvements to create a theme on all the commercial building streets throughout downtown. In our case, these mostly extend to the alley ½ a block off Main Street, with residential beyond the alley. The commercial buildings on Second Street extend to Logan Street on the north and California Street on the south; S. Front, Third and Fourth Streets are commercial only to the first alley at mid-block.
Project Objectives
The objective of this project is to have a consistent streetscape on downtown commercial streets (streets with commercial building frontage.)
Existing Condition
No consistent landscaping or decorative street lights on any street other than the first 4 ½ blocks of Main Street
Fiscal Implications
The landscaping and lighting will need to be maintained and operated (i.e. water, power costs). Some additional drainage maintenance may be needed in some areas. PG&E will require decorative lights to be operated and maintained by the City. Capital costs will come from transportation and other grant funding (TDA, TEA21, etc.), possible trails and parks funding (Prop 40, etc.), Redevelopment funds, possible Light and Landscaping District, or Downtown Improvement District. The capital cost was estimated at approximately $250,000 per full block plus 10% design, or $2.8 million for a total of 10 blocks.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$2,000,000 |
$50,000 |
$250,000 |
$1,000,000 |
$750,000 |
$750,000 |
TOTAL |
|
$2,000,000 |
$50,000 |
$250,000 |
$1,000,000 |
$750,000 |
$750,000 |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
Planning/ Programming -part of Waterfront Specific Plan |
Design/ Engineering |
Construction Front St/ Waterfront 4 blocks |
Construction 3 blocks |
Construction 3 blocks |
Project Justification
á Business climate enhancement
á Preservation of downtown as central business district
á Traffic calming, reduce auto trips, lower air pollution
á Improve pedestrian and visitor access to downtown commercial district and the waterfront.
Comments
The funding is tentative. The waterfront portion may be the only realistic part of the project for this CIP horizon.
Location: Citywide
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background:
It is recognized that consistent signage is necessary in the City.
Project Objectives:
Enhance public safety and convenience, and emphasize City identity.
Existing Condition:
There is no consistency on street signage, and they are hard to read at night. This becomes a public safety matter when police and/or fire department in an emergency situation cannot locate a response scene. Some posts need to be relocated with an 18Ó setback due to wide vehicle damage.
Fiscal Implications:
The City has received a federal appropriation to fund this project.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$50,000 |
$50,000 |
--- |
--- |
--- |
--- |
TOTAL |
|
$50,000 |
$50,000 |
--- |
--- |
--- |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
|
Design Install |
N/A |
N/A |
N/A |
N/A |
Project
Justification
Enhance public safety and convenience, and emphasize City identity.
Comments
None
Location: Citywide
Priority (Place an X to indicate priority. 1 is
highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background
Due to lack of manpower and equipment, City roads were not completely striped.
Project Objectives
The objective is to stripe clear and visible markings for cars and pedestrians.
Existing Condition
Markings are barely visible in some areas and reflective coating is gone due to wear and tear from vehicles.
Fiscal
Implications
This is a budgeted item.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$90,000 |
$30,000 |
$15,000 |
$15,000 |
$15,000 |
$15,000 |
TOTAL |
|
$90,000 |
$30,000 |
$15,000 |
$15,000 |
$15,000 |
$15,000 |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
on going |
on going |
on going |
on going |
on going |
Project
Justification
The City must provide safe delineation of streets.
Comments
None
Location: 789 Saint Francis
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background
Currently, the City has two buses to serve the citizens of Rio Vista. The City currently uses these buses for delta routes as well as routes within the City. The City will be starting a new City loop route in the near future.
Project Objectives
The objective is to better serve the transportation needs of the citizens of Rio Vista by purchasing buses that do not have a high maintenance need.
Existing Condition
One of these buses has a reached its useful life and the other
will need to be replaced in two years.
Fiscal Implications
TDA Transit Capital Funds can be used to fund the purchase of the buses. General fund monies may be needed as well if there are not sufficient TDA funds.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$120,000 |
--- |
$60,000 |
--- |
$60,000 |
--- |
TOTAL |
|
$120,000 |
--- |
$60,000 |
--- |
$60,000 |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
N/A |
N/A |
N/A |
N/A |
N/A |
Project
Justification
The City needs to provide transportation services to citizens that are not able to drive.
Comments
None
Location: Citywide
Priority (Place
an X to indicate priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background:
The City has poor signage making it difficult to find your way around. It is also unwelcoming to visitors and/or new residents. For example: Currently, Main Street has no ÒNOT A THOROUGH STREETÓ sign. With no sign in place, semi trucks come to the end of the road needing to turn around. There are no weight capacity limits posted either.
Project Objectives:
Enhance public safety and convenience.
Existing Condition:
The City lacks way-finding signs. Residents have a tough time locating the Post Office, Police Department, Coast Guard, County Park, Swimming Pool, etc.
Fiscal Implications:
The City may be eligible to receive grant funds or a federal appropriation to fund the cost of these signs. If no such funding becomes available, the transportation improvement fund will be the source of funding.
Project
Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five Year Funding---------- |
||||
1/1/05 – 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$50,000 |
--- |
$25,000 |
$25,000 |
--- |
--- |
TOTAL |
|
$50,000 |
--- |
$25,000 |
$25,000 |
--- |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
|
N/A |
N/A |
N/A |
N/A |
N/A |
Project Justification:
The City lacks way-finding signs. New residents and visitors have a tough time locating the Post Office, Police Department, Coast Guard, County Park, Swimming Pool, etc.
Comments:
Guide signs are very helpful. They tell you where you are, what road you are on and how to get where you want to go.
WASTEWATER FACILITIES CAPITAL FINANCIAL SUMMARY CHART |
||||||||||
PROJECT TITLE |
FUNDING SECURED |
FUNDING SOURCE |
PRIORITY |
2005/06 FY |
2006/07 FY |
2007/08 FY |
2008/09 FY |
2009/10 FY |
||
YES |
NO |
|||||||||
Beach Drive Wastewater Treatment Plant Upgrades |
|
X |
Wastewater Funds/Developer Fees |
1 |
$65,500 |
$406,170 |
$83,050 |
$133,050 |
--- |
|
Northwest Wastewater Treatment Plant Expansion |
X |
|
Developer Fees |
1 |
$30 M + |
--- |
$1,000,000 |
$12 M + (unsecured) |
--- |
|
Trilogy Plant Retirement |
X |
|
Wastewater Funds/Developer Purchase |
1 |
$3,000,000 |
--- |
--- |
--- |
--- |
|
Airport Road Lift Station |
|
X |
Wastewater Funds/Developer Fees |
1 |
$15,150 |
$2,000 |
--- |
--- |
--- |
|
Marina Lift Station |
|
X |
Wastewater Funds/Developer Fees |
1 |
$23,590 |
$111,950 |
--- |
--- |
--- |
|
River Road Lift Station |
X |
|
Wastewater Funds/Developer Fees |
2 |
--- |
$14,250 |
$9,500 |
--- |
--- |
|
Second Street Lift Station |
X |
|
Wastewater Funds/Developer Fees |
2 |
--- |
$13,000 |
$8,000 |
--- |
$4,500 |
|
Collection Lines |
|
X |
Wastewater Funds/Developer Fees/General Funds |
1 |
--- |
$750,000 |
$750,000 |
$250,000 |
$250,000 |
|
Location: Beach Drive
Priority
(Place an X to indicate
priority. 1 is highest, 5 is lowest)
*See
attached table
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background
The Beach Drive Plant was built in 1971and received a number of improvements in1995. This facility current capacity is 0.65 million gallons per day. This publicly owned facility was operated by Eco Resources from 1989 to July 2005. Eco Resources was terminated due to numerous violations. This facility is currently being operated by Veolia Water, who has also completed an initial evaluation of the equipment at this facility and prepared recommendations for upgrading the facility to meet regulatory requirements. This facility will be phased out by 2010 and the new Northwest Wastewater Treatment Facility currently under construction will be upgraded prior to this facility being phased out.
Project Objectives
The objective is to upgrade the Beach Drive Wastewater Treatment Plant to ensure performance is in compliance with State regulatory standards.
Existing Condition
The plant is in fair operational condition. There are currently no enforcement orders or violations outstanding on this facility, however, it is old and is in need of numerous repairs in order to maintain compliance with California regulatory standards.
Facility Upgrades and
Repairs
The following is a list of the upgrades and repairs needed at this facility in order to maintain adequate operation until 2010 are specified in detail in the tables at the end of this section.
Fiscal Implications
All of the recommended improvements must be completed during the next 5 years to ensure compliance with State regulatory standards.
Failure to complete these improvements will result in a greater financial burden as the State Water Resources Control Board can issue daily fines up to $10,000, depending on the violation.
The recommended improvements will be funded using wastewater improvement funds.
Project Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five
Year Funding---------- |
||||
1/1/05
– 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
|
$65,500 |
$406,170 |
$83,050 |
$133,050 |
--- |
TOTAL |
$687,770 |
|
$65,500 |
$406,170 |
$83,050 |
$133,050 |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
Phase |
Priority 1 items (Table 1) |
Priority 2 items (Table 2) |
Priority 3 items (Table 3) |
Priority 4 items (Table 4) |
N/A |
Project Justification
The noted repairs and upgrades must be completed in order to continue to operate the facility until such time as the Northwest WWTP can be upgraded to sufficiently provide services to allow this facility to be
Comments
None
PLANT SYSTEM |
PLANT EQUIPMENT |
REPAIRS NEEDED |
SKILL/RESOURCE
CATEGORY |
ESTIMATED COST |
DAF System |
DAF End Shafts |
Manufacturer / Install covers |
Mechanical |
$3,500.00 |
DAF System |
DAF Stairwells |
Design an engineered stair system |
Mechanical |
$13,000.00 |
Plant Systems |
Electrical Equipment |
Replace, Restore, Repair, or Eliminate all
electrical devices, outlets, junction points, or end use equipment to assure
safe conditions, use, and functions |
Electrical |
$13,000.00 |
Plant Systems |
Gratings |
Several Grating covers need to be replaced |
Mechanical |
$5,000.00 |
Plant Systems |
Equipment Guards |
Several shaft guards need to be replaced |
Mechanical |
$6,500.00 |
Primary / Influent |
Moyno Pumps |
Repair or Replace shaft guards and protective
covers. |
Mechanical |
$3,000.00 |
Primary / Influent |
Electrical System |
Repair or Replace electrical devices and utilization
equipment that cannot be repaired for safe and proper operation. Work will
include, but not be limited to Switches, Junction Boxes, Light Fixtures, and
Receptacles |
Electrical |
$5,000.00 |
Primary / Influent |
Exhaust and Ventilation |
Fan was rewired, but needs additional electrical
work performed to assure safety and proper function |
Electrical |
$1,000.00 |
Primary / Influent |
Gratings |
Several Grating covers need to be replaced |
Mechanical |
$5,500.00 |
Secondary Clarifiers |
Railing |
Install a railing above secondary clarifier #3 |
Mechanical |
$10,000.00 |
PLANT SYSTEM |
PLANT EQUIPMENT |
REPAIRS NEEDED |
ESTIMATED COST |
Aeration System |
Blower #1 |
Rebuild, Service, or Repair
to Blower as required for reliable 24/7 operation |
$11,500.00 |
Aeration System |
Blower #3 |
Rebuild, Service, or Repair
to Blower as required for reliable 24/7 operation |
$11,500.00 |
Aeration System |
Blowers |
Belts, Oil, Mounting,
Alignment, and all other mechanical aspects need to be checked to assure
proper installation |
$920.00 |
Aerobic Digester |
Blower #2 |
Needs to be rebuilt |
$8,000.00 |
Chemical Feed System |
Plumbing |
Connections from Tanks to
New Pumps suction and discharge to delivery points |
$3,500.00 |
Chemical Feed System |
Analyzers |
Install and connect a new
Initial CL2 Residual Analyzer (ATI) (1) |
$21,500.00 |
Chemical Feed System |
Analyzers |
Install and connect a new
final CL2 Residual Analyzer (ATI) (1) |
$41,500.00 |
Chemical Feed System |
Analyzers |
Install and connect a new
NaHSO3 Analyzer |
$21,500.00 |
Chemical Feed System |
Feed Pumps |
Install and control new
NaOCL Pumps (2) |
$11,000.00 |
Chemical Feed System |
Feed Pumps |
Install and control new
SodBi Pumps (2) |
$11,000.00 |
Chemical Feed System |
Flow Meters |
Install and connect a new
NaOCL Flow Meter at main tank discharge |
$5,500.00 |
Chemical Feed System |
Flow Meters |
Install and connect a new
NaHSO3 Flow Meter |
$5,500.00 |
Chemical Feed System |
Instrumentation |
Install a new multi-pen
chart recorder for Chemical Residuals |
$7,500.00 |
Chemical Feed System |
Instrumentation |
Install new Hypochlorite
and Sodium Bisulfite Tank Level Sensors |
$9,000.00 |
Chemical Feed System |
Structures |
Installation of control
panel enclosures at Final sampling and Initial sampling areas |
$8,500.00 |
Chemical Feed System |
Electrical |
Connections for power to
all new instrumentation for chemical feed system |
$4,400.00 |
Chemical Feed System |
Electrical |
Connections for power to new
metering pumps in tank farm building / area |
$6,000.00 |
Chemical Feed System |
Instrumentation |
Connections to all new
instrumentation to facilitate PLC monitoring |
$13,000.00 |
Chemical Feed System |
PLC Expansion |
Chemical Feed System PLC at
Secondary Area in DAF Control Room |
$9,000.00 |
DAF System |
DAF Gearbox |
Rebuild of Gearbox |
$6,000.00 |
DAF System |
Pressurization Tank |
Air Diffusers may need to
be replaced |
$9,500.00 |
DAF System |
Drive Chain |
Drive chain needs
adjustment, may need new flights |
$6,500.00 |
DAF System |
Recycle Pump #3 |
Needs to be rebuilt |
$7,500.00 |
DAF System |
Sludge Transfer Pump |
Install second pump |
$5,500.00 |
DAF System |
Bottom Collector |
Doesn't run, needs rebuild |
$7,000.00 |
Plant Systems |
Chemical PanelView |
Installation of new
PanelView 600C / DH+ in new PLC area |
$7,700.00 |
Plant Systems |
Data Highway Network |
Install and connect a DH+
network to incorporate a common media for communication between the new
Chemical Feed PLC and the existing plant PLC with eventual incorporation of
DryVAC PLC as well. |
$8,700.00 |
Plant Systems |
SCADA System |
Installation of Rockwell
Software's RSView32 1500 Tag Application Software |
$16,500.00 |
Plant Systems |
SCADA System |
Installation of new
alarming interface to utilize the RSMessenger application intrinsic to
RSView32. |
$4,500.00 |
Plant Systems |
Chlorine Mixer |
Rebuild Gear Box |
$6,000.00 |
Plant Water |
W3 Water Pump #2 |
Needs to be rebuilt |
$13,500.00 |
Primary / Influent |
Grit Auger Idler |
Needs to be replaced |
$2,700.00 |
Primary / Influent |
Grit Chain Shoes / Chain |
Shoes need to be replaced
and chain adjusted |
$4,500.00 |
Primary / Influent |
Grit Pump |
Replacement of Grit Pump |
$10,500.00 |
Primary / Influent |
Isolation and check valves |
Replacement of certain
valves that assure pumps can be safely isolated |
$9,000.00 |
Primary / Influent |
Bar Screen |
Install Bar Screen |
$42,000.00 |
RAS Pumps |
RAS Pump #2 |
Replace motor branch
circuit to assure an intact three-phase supply to the motor. Current circuit
is damaged between last vault at basins and the outlet box in the RAS
gallery. |
$7,500.00 |
RAS Pumps |
AFD Controls |
Design drive controls to
interface with a two AFD control configuration |
$4,250.00 |
RAS Pumps |
Isolation and check valves |
Replacement of certain
valves that assure pumps can be safely isolated |
$9,000.00 |
River Road LS |
Control System |
Install new ultrasonic
level transducer and interface to the new PLC |
$7,500.00 |
PLANT SYSTEM |
EQUIPMENT |
REPAIRS NEEDED |
SKILL/RESOURCE CATEGORY |
ESTIMATED COST |
Aeration System |
Diffusers |
Replace bad diffusers, estimated
100 |
Mechanical |
$15,500.00 |
Aerobic Digester |
Tank |
Tank needs to be drained,
cleaned and inspected |
Mechanical |
$12,500.00 |
Plant Systems |
Vaults |
All electrical vaults need
to be cleaned out and pumped dry. A sump system should be placed in each
vault to assure rising water is pumped out to appropriate location. |
Electrical / Mechanical |
$17,000.00 |
Primary / Influent |
Scum Pump |
No longer installed needs
to be replaced with controls |
Mechanical |
$13,500.00 |
Primary / Influent |
Grit Classifier |
Modification of debris
shields need to be designed and installed |
Mechanical |
$600.00 |
Primary / Influent |
Grit Gearbox |
Rebuild Grit Gearbox |
Mechanical |
$6,000.00 |
Primary / Influent |
Collector Gear Box |
Gear Box noisy, may require
PM or rebuild |
Mechanical |
$6,000.00 |
RAS Pumps |
RAS Pumps #1 & #2 |
Install new AFD to complete
drive control for both pumps |
Electrical, Controls, PLC |
$6,000.00 |
RAS Pumps |
Flow Meter |
Calibrate flow meter to
assure accurate signal interface to PLC |
Controls, PLC |
$1,450.00 |
Secondary Clarifiers |
Spray Systems |
Need to be replaced |
Mechanical |
$4,500.00 |
PLANT SYSTEM |
EQUIPMENT |
REPAIRS NEEDED |
SKILL/RESOURCE CATEGORY |
ESTIMATED COST |
Aeration System |
Basins |
Installation of DO meters,
signal conduits, and mounting hardware |
Electrical and Mechanical |
$11,250.00 |
Aeration System |
Basins |
DO Meters (4) for
Dissolved Oxygen monitoring. Local Indication through PanelView and
connection to PLC. |
Controls and PLC |
$14,500.00 |
Aeration System |
Blowers |
Add variable frequency
drives to all three blowers |
Electrical, Controls, PLC |
$16,500.00 |
Aerobic Digester |
Sludge Lines |
Sludge lines to the
digester need to be replaced with steel pipe |
Mechanical |
$4,000.00 |
DAF System |
`Control Panel |
Modernize and incorporate
existing control panel for other processes |
Electrical, Controls, PLC |
$7,000.00 |
DAF System |
Level Controls |
Replace existing level
controls with new system |
Controls and PLC |
$7,000.00 |
DAF System |
Chemical addition |
Add coagulant feed system |
Mechanical |
$7,000.00 |
Plant Remotes System |
Security |
Install fences for
securing new control system above ground. |
Contractor Services |
$16,600.00 |
Plant Systems |
Chemical PLC |
Install new SLC 5/04 in
DAF area for interface and control of all chemical feed processes primarily
and other area processes as required |
PLC |
$13,200.00 |
Primary / Influent |
Controls / Mag Starters |
Installation of a new
Control Panel with Magnetic starters and peripheral controls required to
direct and control the grit process equipment |
Electrical, Controls, PLC |
$17,500.00 |
Primary / Influent |
Electrical Supply |
Replacement of Decant Scum
Controls if required |
Electrical, Controls, PLC |
$4,500.00 |
Primary / Influent |
Influent Flow Meter |
Installation of new flow
meter for influent flow and measurement |
Electrical, Controls, PLC |
$9,000.00 |
Primary / Influent |
Interface for PLC Inputs |
Primary new equipment and
instrument signals to PLC |
Electrical, Controls, PLC |
$5,000.00 |
Primary / Influent |
Obsolete, corroded, or
unused components |
Repair, remove, or replace
electrical devices, outlet boxes, junction enclosures, or other components
as required for safety and function |
Electrical |
$5,000.00 |
Primary / Influent |
Boiler / Equipment |
Remove Boiler and Heat
Exchanger |
Mechanical, Electrical |
$3,800.00 |
Primary / Influent |
Pump Control timer |
Install pump timer |
Mechanical |
$5,500.00 |
Location: North of Airport Road, West of Church Road
Priority
(Place an X to indicate
priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background
Northwest Wastewater Treatment Plant (NWWTP) has been under programming and design over the past two years. The project is funded by developer contributions. A contract for the Phase 1 plant construction has recently been awarded to Balfour Beatty, Inc. and is anticipated to be completed in Spring 2006. Phase 2 of the plant is programmed to expand the capacity to 2.0 MGD and will be designed and constructed as funding agreements are secured over the next five years. Phase 3 will expand the plant capacity to serve the entire City at build-out. It is estimated that the ultimate plant capacity will be 3.5 to 4.0 MGD.
Project Objectives
Provide wastewater capacity for future developing areas and eliminate the need for multiple treatment facilities.
Existing Condition
Existing River plant on Beach Drive does not have the capacity to serve more than 100 additional homes (EDUÕs), and is becoming obsolete. The existing Trilogy plant has a capacity of only 200,000 gpd (gallons per day), and will not be able to accommodate Trilogy new home construction beyond mid-2006. The Trilogy plant has been put on notice by the Regional Water Quality Control Board that its NPDES operating permit will not be renewed. The current permit expires in 2006, necessitating the completion of Phase 1 of the Northwest plant by early 2006.
Fiscal Implications
Total capital cost of both phases of the plant, outfall and sewer collection system, is estimated at over $40 million. Phase 1, which includes the head works and all over sizing needed for both phase 1 and 2, sewer collection system and outfall, is approximately $33 million.
Project Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five
Year Funding---------- |
||||
1/1/05
– 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$43 M + |
$30 M + |
--- |
$1 M + |
$12 M + |
--- |
TOTAL |
|
$43 M + |
$30 M + |
--- |
$1 M + |
$12 M + |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
Construct |
Construction |
--- |
Phase 2 Engineering/ Design |
Construction |
--- |
Project Justification
Provide community with adequate wastewater treatment capacity and environmental protection.
Comments
Phase 2 depends on willingness/urgency of development community to fund design and construction. Schedule assumes design of Phase 2 gets underway in 2007/8; this could happen sooner. Phase 3 scheduling depends on funding availability.
Location: Trilogy Wastewater Treatment Plant
Priority
(Place an X to indicate
priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background
The Trilogy Wastewater Treatment Plant was built in 1995 and has a capacity of 200,000 gallons per day. This facility is a uniquely designed facility that uses Bio-filters followed by sedimentation tanks and pressure filters. The Trilogy Plant is not as functional as it needs to be for present day standards. It needs to be upgraded in order to meet State water quality standards.
This facility is currently designed to treat 200,000 gallons per day and is currently being operated by Veolia Water. Veolia Water has also completed an initial evaluation of the equipment at this facility and has completed the critical repairs to meet regulatory requirements until such time as the Northwest Wastewater Treatment Facility is brought online and the Trilogy Plant will be removed from service. The Northwest Wastewater Treatment Facility is anticipated to be in service in the Spring of 2006.
Project Objectives
Retire the Trilogy Plant.
Existing Condition
The plant is in poor operational condition. Until the new Northwest Wastewater Treatment Plant is completed in Spring 2006, certain mechanical and electrical upgrades have been completed to ensure smooth operation of the plant. The main problems addressed concerned the operation of the plant wet well. Repairs were made to the instrumentation system to prevent overflow.
The Trilogy Wastewater Treatment Plant is currently under a Cease and Desist Order No. R5-2004-0093 from discharging and threatening to discharge contrary to WDRÕs Order No. R5-2004-0092, Effluent Limitations B.1 for aluminum, ammonia, chloride, electrical conductivity, iron, manganese, MBAS, and nitrite. According to this order, the City must comply with the following time schedule to ensure compliance with the aluminum, ammonia, chloride, electrical conductivity, iron, manganese, MBAS, and nitrite effluent limitations contained in WDRÕs Order No. R5-2004-0092.
Improvements
The following improvements were identified and completed by Veolia Water as correcting a safety concern and/or compliance concern are as follows:
Equipment |
Repairs Needed |
Total Estimate |
Concern (Safety/Compliance) |
Controls |
Replace existing 90/30
with Rockwell/AB SLC-500 Processor |
$12,500 |
Compliance |
Instrumentation |
Installation and connection of Influent Wet Well Level Transducer |
$8,000 |
Compliance |
Instrumentation |
Installation and connection of EQ Tank Level Transducer |
$8,000 |
Compliance |
Instrumentation |
Installation of Primary Clarification Level Transducer (2) |
$8,000 |
Compliance |
Instrumentation |
Installation of Secondary Clarification Level Transducer (2) |
$8,000 |
Compliance |
Lift Station |
Rebuild Flight Pumps |
$5,000 |
Compliance |
Pressure Filters |
Install new media, replace under drains |
$5,000 |
Compliance |
Fiscal Implications
This facility will be retired in Spring 2006. The cost to close this facility is estimated at $3 million; however, the developer Shea Homes has agreed to assume ownership of this facility, complete the necessary closure procedures, and reuse and develop the site and fund the closure.
Project Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five
Year Funding---------- |
||||
1/1/05
– 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$3,000,000 |
$3,000,000 |
|
--- |
--- |
--- |
TOTAL |
|
$3,000,000 |
$3,000,000 |
|
--- |
--- |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
Close Facility |
--- |
--- |
--- |
--- |
Project Justification
The plant is not functioning properly and a new facility (Northwest Wastewater Treatment Plant) is being built and will in service in the Spring of 2006. This new facility will have enough capacity that the City will no longer need the Trilogy Plant.
Comments
None
Location: Airport Road
Priority
(Place an X to indicate
priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X* |
|
|
|
|
*See
attached table for priorities
Project Background
The Airport Road lift station is an in ground lift station that uses two pumps to lift water to a gravity section of sewer. The controls for this system are located in a below ground structure that is a confined space. The station level is controlled by float switches. The station has a general alarm dialer that will alert staff to a station failure.
This lift station is a support facility for the Beach Drive Wastewater Treatment Plant.
Project Objectives
Move the controls for this station to an above ground location that will allow the controls to be maintained without making a confined space entry and replace the float type controls with ultrasonic level control. Each of the lift stations would benefit from the installation of a Supervisory Control and Data Acquisition System linked to the treatment plant.
Existing Condition
The existing condition of this lift station is fair with some upgrades needed to maintain the useful life of this facility as well as address safety issues.
Priority |
Equipment |
Repairs Needed |
Skill/Resource Category |
Estimated Cost |
1 |
Control System |
Relocate pump
controls to a new enclosure above ground eliminating the existing confined
space entry to access controls for maintenance functions. |
Electrical,
Mechanical, Controls, PLC |
$13,000.00 |
1 |
High Voltage Switch |
Exposed Wiring |
Electrical |
$1,900.00 |
1 |
Ground Strap |
Connect to ground |
Electrical |
$250.00 |
4 |
Control System |
Implement new polling
system to interface to plant PLC. |
PLC |
$2,000.00 |
Fiscal Implications
The costs to upgrade this lift station will be spread out over four years and will be completed based upon the priorities noted in the Table at the end of this section. The source of funds for these upgrades will be the wastewater improvement fund.
Project Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five
Year Funding---------- |
||||
1/1/05
– 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
$17,150 |
|
$15,150 |
$2,000 |
--- |
--- |
--- |
TOTAL |
$17,150 |
|
$15,150 |
$2,000 |
--- |
--- |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
Priority 1 Repairs |
Priority 4 Repairs |
N/A |
N/A |
N/A |
Project Justification
The current access to the lift station controls is difficult and the controls are outdated as is the alarm dialer. The float control was a temporary installation and needs to be changed to a permanent control system. Upgrading this facility will result in a more efficient and better operating lift station.
It is especially important to repair and upgrade this lift station while the airport is not operating at it maximum use levels to prevent interruptions to customers who will be using the airport facilities in the next year or so.
Comments
The priorities for the repairs/upgrade are based on the recommended repairs specified the Veolia Water Company in the City of Rio Vista Wastewater Treatment System Equipment Evaluation Report, September 2005. Priority 1 repairs address safety concerns, Priority 2 repairs address compliance concerns, Priority 3 and 4 repairs that need to be completed, but are not critical.
Location: Rio Vista Marina adjacent to boat docks
Priority
(Place an X to indicate
priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X* |
|
|
|
|
*See
attached table for priorities
Project Background
The Marina List station is located in the Marina adjacent to the boat docks. This station has a need for considerable improvement to be maintained safely and to avoid overflows. The station is equipped with one variable speed pump, two on/off pumps for level control, and an outdated level control system. The ventilation is poor. There is a bar screen located at the station that is only partially functional because of large holes in the center of the screen.
This lift station is a support facility for the Beach Drive Wastewater Treatment Plant.
Project Objectives
The existing control system and motor control systems need to be replaced. Additional safety concerns with the operation of the ventilation system and lighting must be addressed immediately.
Existing Condition
The Marina Lift Station is in poor condition and presents safety concerns. The repairs noted in the table in this section must be completed immediately, according to the City of Rio Vista Wastewater Treatment System Equipment Evaluation Report, September 2005, prepared by Veolia Water Company.
Priority |
Equipment |
Repairs
Needed |
Skill/Resource
Category |
Cost Est. |
1 |
Building Lighting |
Install new lighting as
required to maintain a minimum of 40 Lux in all areas |
Electrical |
$7,000 |
1 |
Exhaust and Ventilation |
Install a new wet well
exhaust fan and connect to new electrical controls |
Electrical |
$7,500 |
1 |
Exhaust and Ventilation |
Install a new Pump Room
exhaust fan and connect to new electrical controls. |
Electrical |
$7,000 |
1 |
Signage |
Install notification,
confined space and trespassing signage |
Mechanical |
$1,000 |
1 |
Electrical Outlets |
Install GFIC |
Electrical |
$1,090 |
2 |
Level Controls |
Installation of a new level
sensing system (ultrasonic) for pump controls |
N/A |
$9,500 |
2 |
PLC Expansion |
Installation of new PLC for
Control of Pumps and Drives |
N/A |
$10,000 |
2 |
Switchgear |
Replace MCC with new unit
structure including AFD's, Motor Starters, Terminal interface, transformers,
and multiple individual devices as required to provide a complete service. |
N/A |
$82,000 |
2 |
Remote Dialer |
Reconfigure Remote Dialer
to the PLC. |
N/A |
$4,250 |
2 |
Bar Screen |
Install new bar screen |
N/A |
$6,200 |
Fiscal Implications
The source of funds for these repairs is the wastewater improvement fund. Failure to make these repairs could result in additional fines to the City if violations occur as a result the poor condition of this lift station.
Project Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five
Year Funding---------- |
||||
1/1/05
– 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
$135,540 |
|
$23,590 |
$111,950 |
--- |
--- |
--- |
TOTAL |
$135,540 |
|
$23,590 |
$111,950 |
--- |
--- |
--- |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
Priority 1 Repairs/ Upgrades |
Priority 2 Repairs/ Upgrades |
N/A |
N/A |
N/A |
Project Justification
These repairs must be completed to ensure public safety and prevent regulatory violations.
Comments
The priorities for the repairs/upgrade are based on the recommended repairs specified the Veolia Water Company in the City of Rio Vista Wastewater Treatment System Equipment Evaluation Report, September 2005. Priority 1 repairs address safety concerns, Priority 2 repairs address compliance concerns, Priority 3 and 4 repairs that need to be completed, but are not critical.
.
Location: River Road
Priority
(Place an X to indicate
priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
|
X* |
|
|
|
*See
attached table for priorities
Project Background
The River Road lift station is an in ground lift station that uses two pumps to lift water to a gravity section of sewer. The controls for this system are located in a below ground structure that is a confined space. The station level is controlled by bubbler tube with a differential pressure transmitter. The station has a general alarm dialer that will alert staff to a station failure.
This lift station is a support facility for the Beach Drive Wastewater Treatment Plant.
Project Objectives
Move the controls for this station to an above ground location that will allow the controls to be maintained without making a confined space entry and replace the float type controls with ultrasonic level control. Each of the lift stations would benefit from the installation of a Supervisory Control and Data Acquisition System linked to the treatment plant.
Existing Condition
The existing condition of this lift station is fair with some upgrades needed to maintain the useful life of this facility.
Priority |
Equipment |
Repairs
Needed |
Skill/Resource
Category |
Cost Est. |
1 |
Control System |
Relocate pump controls to
a new enclosure above ground eliminating the existing confined space entry
to access controls for maintenance functions. |
Electrical, Mechanical,
Controls, PLC |
$13,000 |
1 |
Ground Strap |
Connect to ground |
Electrical |
$250 |
1 |
Signage |
Install notification,
confined space and trespassing signage |
Mechanical |
$1,000 |
2 |
Control System |
Install new ultrasonic
level transducer and interface to the new PLC |
Electrical, PLC |
$7,500 |
4 |
Control System |
Implement new polling
system to interface to plant PLC. |
PLC |
$2,000 |
Fiscal Implications
The costs to upgrade this lift station will be spread out over two years, beginning in the 2006/2007 fiscal year and will be completed based upon the priorities noted in Table 9 in this section.
The source of funds for these upgrades will be the wastewater improvement fund.
Project Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five
Year Funding---------- |
||||
1/1/05
– 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
|
--- |
$14,250 |
$9,500 |
--- |
--- |
TOTAL |
|
|
|
$14,250 |
$9,500 |
|
|
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
N/A |
Priority 1 Upgrades |
Priority 2 & 4 Upgrades |
N/A |
N/A |
Project Justification
The current access to the lift station controls is difficult and the controls are outdated as is the alarm dialer. Upgrading this facility will result in a more efficient and better operating lift station.
Comments
The priorities for the repairs/upgrade are based on the recommended repairs specified the Veolia Water Company in the City of Rio Vista Wastewater Treatment System Equipment Evaluation Report, September 2005. Priority 1 repairs address safety concerns, Priority 2 repairs address compliance concerns, Priority 3 and 4 repairs that need to be completed, but are not critical.
Location: Second Street
Priority
(Place an X to indicate
priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
|
X* |
|
|
|
*See
attached table for priorities
Project Background
The Second Street lift station is an in ground lift station that uses one submersible pump to lift water to a gravity section of sewer. The controls for this system are located in an above ground structure. The station level is controlled by float switches. The station has a general alarm dialer that will alert staff to a station failure.
This lift station is a support facility for the Beach Drive Wastewater Treatment Plant.
Project Objectives
Replace the controls for this station and replace the float type controls with ultrasonic level control. Each of the lift stations would benefit from the installation of a Supervisory Control and Data Acquisition System linked to the treatment plant.
Existing Condition
The existing condition of this lift station is poor with some upgrades needed to maintain the useful life of this facility.
Fiscal Implications
The costs to upgrade this lift station will be spread out over four years and will be completed based upon the priorities noted in the Table at the end of this section. The source of funds for these upgrades will be the wastewater improvement fund.
Project Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five
Year Funding---------- |
||||
1/1/05
– 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
$25,500 |
|
--- |
$13,000 |
$8,000 |
--- |
$4,500 |
TOTAL |
$25,500 |
|
|
$13,000 |
$8,000 |
--- |
$4,500 |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
N/A |
Priority 1 Upgrades |
Priority 2 Upgrades |
N/A |
Priority 4 Upgrades |
Project Justification
The current access to the lift station controls is difficult and the controls are outdated as is the alarm dialer. Upgrading this facility will result in a more efficient and better operating lift station.
While the condition of this lift station is poor, it does not receive a lot of flow, so a priority level 2 is adequate.
Comments
The priorities for the repairs/upgrade are based on the recommended repairs specified the Veolia Water Company in the City of Rio Vista Wastewater Treatment System Equipment Evaluation Report, September 2005. Priority 1 repairs address safety concerns, Priority 2 repairs address compliance concerns, Priority 3 and 4 repairs that need to be completed, but are not critical.
Priority |
Equipment |
Repairs
Needed |
Skill/Resource
Category |
Estimated
Cost |
1 |
Control System |
Replace existing
controls |
Electrical, Mechanical,
Controls, PLC |
$13,000 |
2 |
Control System |
Install new ultrasonic
level transducer and interface to the new PLC |
Electrical, Mechanical,
Controls, PLC |
$8,000 |
4 |
Control System |
Implement new polling
system to interface to plant PLC. |
PLC |
$4,500 |
Location: Citywide
Priority
(Place an X to indicate
priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background:
There is not a preventive maintenance plan to identify defects in the system. The City needs to be proactive in the repairs of this system. The entire City, particularly the old part of town, needs to be video and ground surveyed in order to determine pipe sizes, elevations, condition and locations of defects that require immediate attention. Prior to completing the repairs, the sewer master plan must be completed.
Project Objectives:
The objective is to fix
defects in the system before major failures occur.
Existing Condition:
The old pipes have reached the
end of their useful life and have a higher than normal rate of failure. Due to their weakened condition, it is
difficult to clean the pipes without causing further damage.
Fiscal Implications:
Some of the costs to identify
and replace the old collection pipes can be paid with developer fees as the new
collection systems cannot tie into the existing lines, however, the
improvements in the older sections of the city that does not have new
development occurring will have to be paid with wastewater improvement funds
and/or grant funds for which the City would need to request and compete for the
funds. The Community Development
Block Grant Program is a potential source of grant funds to replace the
collection lines in the older sections of the City.
While the cost to replace the
collection lines is significant, the cost of a failure in the system would cost
the City more and would result in a significant negative impact on the
residents.
Project Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five
Year Funding---------- |
||||
1/1/05
– 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$2 M |
--- |
$750,000 |
$750,000 |
$250,000 |
$250,000 |
TOTAL |
$2 M |
$2 M |
|
$750,000 |
$750,000 |
$250,000 |
$250,000 |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
Phase |
---- |
Repairs |
Repairs |
Repairs |
Repairs |
Project Justification
The lines in the collection system are in poor condition and needs to be upgraded. The maintenance costs supersede replacement costs. Some of these collection lines are located on citizen property which presents potential liability claims.
Comments
None
WATER FACILITIES CAPITAL FINANCIAL SUMMARY CHART |
||||||||||
PROJECT TITLE |
FUNDING SECURED |
FUNDING SOURCE |
PRIORITY |
2005/06 FY |
2006/07 FY |
2007/08 FY |
2008/09 FY |
2009/10 FY |
||
YES |
NO |
|||||||||
Water Hydrant Replacement |
|
X |
Water Improvement Funds |
1 |
$21,600 |
$21,600 |
$21,600 |
$21,600 |
$21,600 |
|
Water Meters |
|
X |
Water Improvement Funds/Grant Funds |
1 |
$300,000 |
$300,000 |
$100,000 |
$100,000 |
$200,000 |
|
Water Tanks |
X |
|
Developer Fees |
1 |
$300,000 |
$500,000 |
$1,600,000 |
$1,600,000 |
$1,600,000 |
|
Location: Citywide
Priority
(Place an X to indicate
priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background:
Many of the City water hydrants are quite old. Parts to repair these are no longer available and they will soon be obsolete in the next 12 months.
Project Objectives:
The objective is to replace
all deficient hydrants and make the City safer. This project is to be phased, with the oldest hydrants
getting replaced first. There are
60 hydrants that need replacing.
Existing Condition:
Currently, ¾ of the City water hydrants are obsolete and range in age from 25 years old to 100 years old.
Fiscal Implications:
Liability claims may easily
exceed the cost of replacing the water hydrants. It is estimated that the cost
will be approximately $1, 800 per hydrant. The replacement will be phased over 5 years to lessen the
cost.
All of the deficient hydrants
will be replaced within the 5 year period; this will not be an ongoing city
expense.
Project Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five
Year Funding---------- |
||||
1/1/05
– 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$108,000 |
$21,600 |
$21,600 |
$21,600 |
$21,600 |
$21,600 |
TOTAL |
|
$108,000 |
$21,600 |
$21,600 |
$21,600 |
$21,600 |
$21,600 |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
N/A |
N/A |
N/A |
N/A |
N/A |
Project Justification
The newer water hydrants are more
efficient facilitating better water flow for firefighters to use for emergency
and maintenance situations as well.
Comments
The Fire Department will need
to select a standard for which type of hydrants should be purchased and
installed for various locations throughout the City.
A minimum of twelve hydrants
will be replaced each year. The
preference is to replace more sooner if funds are available.
The City should consider
including one or more of the old hydrants in the City and/or County museums.
Location: Citywide
Priority
(Place an X to indicate
priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background
The new developments in town have water meters. The old part of town does not have meters.
Project Objectives
The objective is to conserve the use of water and to introduce metering throughout the City. This will reduce the loss of potential revenue to the City.
Existing Condition
Currently, the City is not monitoring water usage.
Fiscal Implications
There will be an initial capital cost to install the meters, however, the revenues received for actual water uses over time will offset this cost. The City may be eligible to receive grant funds from the California Office of Water Use Efficiency to fund all or a large portion of these costs.
Project Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five
Year Funding---------- |
||||
1/1/05
– 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$1 M |
$300,000 |
$300,000 |
$100,000 |
$100,000 |
$200,000 |
TOTAL |
|
$1 M |
$300,000 |
$300,000 |
$100,000 |
$100,000 |
$200,000 |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
Construct |
Older developments |
Newer developments |
Newer developments |
Older developments |
Entire City |
Project Justification
The City must comply with the new state mandated water usage regulations (Proposition 50).
The installation and use of water meters allows water providers to accurately determine demands, identify use trends, recover actual costs of water use, and encourages consumers to conserve water.
Comments
None.
Location: Citywide
Priority
(Place an X to indicate
priority. 1 is highest, 5 is lowest)
1 |
2 |
3 |
4 |
5 |
X |
|
|
|
|
Project Background
Currently, the City does not have storage capacity for its domestic water system.
Project Objectives
The objective is to provide a 1 M gallon domestic water tank to serve as a reservoir to the CityÕs current water system.
Existing Condition
The City of Rio Vista does not have a backup tank to facilitate the maintenance of the existing water tanks.
Fiscal Implications
Developer Fee funds will be used to construct this facility.
Project Costs:
|
Budget through 6/2010 |
Estimated Total Project Cost |
----------Five
Year Funding---------- |
||||
1/1/05
– 6/30/10 |
2005 / 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
||
|
|
$5 M |
$300,000 |
$500,000 |
$1.6 M |
$1.6 M |
$1.6 M |
TOTAL |
|
$5 M |
$300,000 |
$500,000 |
$1.6 M |
$1.6 M |
$1.6 M |
Phasing:
To Date |
2005/ 06 |
2006 / 07 |
2007 / 08 |
2008 / 09 |
2009 / 10 |
N/A |
Prelim Design |
EIR |
Final Design |
Construction |
Construction |
Project Justification
The City must provide a backup storage system for domestic water supply network.
Comments
None