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CITY COUNCIL AGENDA PACKET
City of Pleasanton
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2024
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011624 REGULAR
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CITY COUNCIL AGENDA PACKET
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1/11/2024 9:54:49 AM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
1/16/2024
DESTRUCT DATE
15Y
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Page 2 of 5 <br />acre-feet from its local wells, approximately 20 percent of the water used in the city. The City <br />wells are primarily utilized during the warmer time of year to meet increased water demands. <br /> <br />The City purchases water from Zone 7 in underground vaults called turnouts where water from <br />Zone 7 is pushed into the City’s system and is controlled, fluorinated, and metered. The water <br />distribution system was designed to incorporate the locations of both the turnouts and City <br />wells to maintain balanced system pressure. Changes to the volume of water entering the <br />system through different turnouts and wells can cause pressure variations within the system. <br />The City actively monitors the system to ensure that pressures in the system meet the <br />American Water Works Association standards. <br /> <br />With the presence of PFAS in portions of the aquifer that both the City and Zone 7 wells draw <br />from, the City has restricted the use of its wells. Summer demands for 2023 were met by <br />purchasing additional water from Zone 7 at the existing turnouts and continued voluntary <br />conservation, during which time existing peak demands of 18 million gallons per day (mgd) <br />were lower than the anticipated peak daily demand of 25.8 mgd; this was attributed to lower <br />temperatures, continued conservation and modification of the operation of the City’s water <br />system. To meet peak demands without using the wells, the City coordinated with high water <br />users — including the City at its parks and Callippe Preserve Golf Course — to conserve and <br />reduce water during peak demand periods. <br /> <br />Turnout No. 1 was taken out of service after flooding from an unknown water leak that <br />damaged the below-grade equipment in 2014. In 2014, Turnout No. 1 was also determined to <br />be redundant, with Wells 5 and 6 and Turnout No. 2 meeting the demands in the local area, <br />and was not repaired then. The Water Supply Alternatives Study modeling identified it was <br />critical for Turnout No. 1 to be put back in service to rebalance the water system pressure until <br />a long-term solution was implemented. Temporary improvements and repairs to the broken <br />line were completed by the City and Zone 7 in spring 2023 and the turnout was put back in <br />service. <br /> <br />On August 15, 2023, the City Council approved and authorized a professional services <br />agreement with Parkpour Consulting Group to design the Bernal Avenue 18-Inch Water Main <br />(F-4 Line) Project, CIP No. 24172. This project was combined with City staff-designed Turnout <br />No. 1 improvements into a single construction package and then bid in November; ids were <br />opened on December 11, 2023. <br /> <br />DISCUSSION <br />With restricted service of Wells 5 and 6 due to PFAS, additional water is being purchased from <br />Zone 7 through existing turnouts to meet system demands. The Water Supply Alternatives <br />Study selected the two new well option on the west side of the city. To meet the City’s future <br />and short-term water demands until the two new wells are in service and to re-balance the <br />water system, improvements to turnouts and water distribution piping are necessary. The <br />Bernal Avenue 18-Inch Water Main (F-4 Line) & Turnout No. 1 Improvements Project, CIP No. <br />24172, is the first of three capital improvement projects required to maintain a balanced water <br />system pressure in response to limited availability of water from City-owned wells, to meet <br />future demands, and to improve reliability of the system. <br /> <br />The City’s hydraulic model identified the need for a new 18-inch water line on Bernal Avenue <br />from Turnout No. 5 at the intersection of Nevada Street and Bernal Avenue to Vineyard <br />Page 176 of 201
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