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Chapter 6 <br />Water Supply Characterization <br />THE CITY OF <br />PL£ASANTON <br />quality. MFUV construction was completed in 1999. The MFUV project is currently producing recycled <br />water that meets California Title 22 requirements for unrestricted reuse and received approval for <br />groundwater recharge from the California Department of Public Health, which has transitioned to the <br />SWRCB Division of Drinking Water, and RWQCB. As described further in Section 6.2.8, potable reuse <br />projects remain a potential option for the Tri -Valley. Zone 7 and the other retailers will be studying this <br />option. The City has currently elected not to participate in studying potable reuse. <br />Wastewater that is not recycled is discharged into the San Francisco Bay through a pipeline owned by <br />LAVWMA, a joint powers agency created in 1974 by DSRSD, Livermore, and the City. Operations began in <br />September 1979, with an expansion in 2005, for a current design capacity of 41.2 MGD. The wastewater <br />is conveyed via a 16 -mile pipeline from the City to San Leandro and enters the EBDA system for <br />dechlorination and discharge through a deepwater outfall to the San Francisco Bay. <br />6.2.5.2.2 Livermore Water Reclamation Plant <br />Livermore owns and operates the LWRP, which treats wastewater collected from Livermore, Lawrence <br />Livermore National Laboratory, and the City's Ruby Hills housing development. From 2018 to 2020, the <br />LWRP received an average daily dry weather flow of approximately 5.4 MGD. Wastewater is treated using <br />conventional primary and secondary wastewater treatment processes, as well as tertiary treatment to <br />produce recycled water. <br />The conventional wastewater treatment processes at the LWRP consist of the following: <br />• Primary sedimentation where heavy organic solids are removed from the raw sewage and <br />sent to solids stabilization and dewatering facilities <br />• Secondary treatment utilizing the activated sludge process, which removes 85 to 95 percent <br />of the remaining organic material after primary sedimentation <br />• Disinfection using sodium hypochlorite to reduce the bacteria levels in the secondary <br />effluent prior to disposal <br />• Disposal of secondary effluent through the LAVWMA pipeline <br />• Solids stabilization using anaerobic digestion followed by belt pressing for dewatering prior <br />to beneficial reuse as alternate daily cover or land application <br />Tertiary treatment for water reclamation consists of the following: <br />• Mono -media filters, where 95 to 99 percent of suspended material is removed from <br />secondary effluent <br />• Disinfection using ultraviolet light (UV) prior to disposal <br />The tertiary treated effluent that satisfies California Title 22 requirements for unrestricted water reuse is <br />recycled through landscape irrigation. From 2018 to 2020, 2.0 MGD was recycled on average. While the <br />tertiary filtration capacity of the LWRP is approximately 10 MGD, the overall recycled water production <br />capacity is limited by the UV disinfection capacity to 6 MGD. <br />6.2.5.2.3 Wastewater Treatment and Discharge Within Service Area <br />Table 6-3 summarizes wastewater collected within the City's service area in 2020. This includes <br />wastewater sent to the RWTF and the LWRP. <br />WEST YOST 6-18 City of Pleasanton <br />2020 Urban Water Management Plan <br />N-680-60-20-04-wP-a-680-2020uwMP May 2021 <br />