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<br /> <br /> <br />City of Pleasanton, CA (0012108.00) 1-2 Woodard & Curran, Inc. <br />Pleasanton Long-Term Sewer CIP October 6, 2025 <br />1.2 Plan Updates <br />In order to maintain a plan that is in line with the City’s goals, funding levels, and project backlog, it is <br />recommended that the following components of this plan are updated on an ongoing basis: <br />• Review cycle (2-year per CIP budget cycle). <br />o Evaluate project completion, prioritization, funding, progress toward capital project <br />implementation. <br />o Reassess near-term project priorities and annual budget constraints. <br />• Update cycle (6-year per SSMP update cycle). <br />o Evaluate/update per WDR/SSMP requirements. <br />1.3 Existing Wastewater Collection System <br />The City is located in southern Alameda County and covers approximately 25 square miles. The City’s <br />sanitary sewer system consists of approximately 258 miles of pipe, ranging from 4 to 42 inches in diameter, <br />and 11 pumping stations. The majority of the system discharges to the Dublin San Ramon Services District <br />(DSRSD) Regional Wastewater Treatment Facility (WWTF) located on Johnson Drive. The DSRSD plant has a <br />design capacity of 8.5 million gallons per day (MGD) of dry weather flow allocated to the City of Pleasanton. <br />The Ruby Hills development in the far southeastern part of the city discharges to the Livermore Water <br />Reclamation Plant in accordance with the Interjurisdictional Agreement between the two cities. The City <br />also has an agreement with Alameda County that allows sewage flows from its Castlewood Service Area to <br />be transported through the City’s collection system for treatment at DSRSD. <br />Four City trunk sewer pipelines are tributary to the DSRSD WWTF: the Highland Oaks trunk sewer, which <br />services the northwestern portion of the City; the East Amador Trunk Sewer (EATS, also known as the Cross - <br />Town Interceptor), which services the northeastern and northern portions of the City; Lift Station 6 (LS-6) <br />force main, which conveys flow from the central and eastern portions of the City; and the Lift Station 8 (LS - <br />8) force main, which conveys flow from the southern portion of the City. The City’s sew er network is shown <br />in Figure 1-1, and serves as the extent of this study. <br /> <br />Page 212 of 323