My WebLink
|
Help
|
About
|
Sign Out
04
City of Pleasanton
>
CITY CLERK
>
AGENDA PACKETS
>
2016
>
081616
>
04
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/30/2016 10:47:37 AM
Creation date
8/10/2016 2:43:46 PM
Metadata
Fields
Template:
CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
8/16/2016
DESTRUCT DATE
15Y
DOCUMENT NO
04
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
installs recycled water piping in Gibraltar Avenue from West Los Positas north to <br /> Hacienda Boulevard. The extension will install 4,260 linear feet of pipeline in total, <br /> including 3,800 linear feet of 8-inch recycled water main and 460 linear feet of 6- <br /> inch recycled main. The proposed Gibraltar Avenue pipeline will serve 12 large <br /> commercial irrigation meters. The piping will also be the City's first "looped" <br /> recycled water pipeline. The looped feature will provide a secondary feed to the <br /> Arroyo Mocho undercrossing from the DSRSD treatment plant. This secondary <br /> feed will allow greater water volumes which will help with the demands at the <br /> Sports Park and other southern locations in the City of Pleasanton, such as the <br /> Koll Center or Callippe Preserve Golf Course. Since the piping in Gibraltar was <br /> included in the feasibility study it is included under the CWSRF loan environmental <br /> clearances. Ranger Pipelines has agreed to complete the work at contract unit <br /> prices, provided they can start prior to demobilizing from the current project. Based <br /> on estimated quantities, it is expected this work can be completed for <br /> approximately $1,010,000. It is recommended that this work be accomplished with <br /> a change order to Ranger Pipelines. <br /> 2. The Tassajara Recycled Water Reservoir Valve Vault Improvement work will install <br /> an existing refurbished "city supplied" altitude valve and associated piping and <br /> valve changes in the reservoir valve vault. When the Tassajara Reservoir was <br /> original constructed, potable water flow in and out of the tank was controlled <br /> through the use of valve that opened and closed as a result of input provided by a <br /> computer program that monitored flow and water pressure throughout the potable <br /> water system. Although infrequent, the tank would occasionally over fill and some <br /> potable water would be lost with the overflow going into the Tassajara Creek. The <br /> proposed altitude valve provides a safeguard that will prevent the overflow of the <br /> Tassajara Tank by automatically closing when recycled water flowing into the tank <br /> reaches a high water level. The engineers estimate to complete the valve vault <br /> work is $65,000. It is also recommended that this work be accomplished with a <br /> change order to Ranger Pipeline. <br /> 3. The Ken Mercer Sports Park is currently irrigating with recycled water. Before <br /> being converted to recycled water, the sports park used potable water at a <br /> maximum flow rate of 900 gallons per minute over the course of a 15-plus hour <br /> irrigation cycle. Using recycled water requires a shorter watering cycle; starting no <br /> earlier than 9:00 pm and ending no later than 6:00 am. To shorten the watering <br /> cycle, but still provide adequate water, a flow rate of 1,600 gallons per minute is <br /> required. To accomplish this, the irrigation system was divided into sections and <br /> additional service connections were added for the new sections. The volume of <br /> water can be delivered with the new recycled water system as constructed, but the <br /> flow rate results in a pressure drop that causes the sprinkler heads to lose <br /> efficiency. The recycled water supply valving located at DSRSD senses the <br /> pressure drop, and opens valves to increase pressure to the system thereby <br /> restoring pressure at the irrigation heads. However staff has determined that since <br /> the water supply valving is located more than a mile away at DSRSD, there is delay <br /> in the control of the valves that results in swings between over pressure and under <br /> pressure in the entire system. Staff has considered a number of alternatives to <br /> Page 6 of 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.