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Introduction <br />City of Redwood City (0011239.02)1-3 Woodard & Curran, Inc. <br />Sanitary Sewer Capacity Master Plan November 2023 <br />The study area for this Master Plan also includes San Mateo County Sewer Maintenance Districts (SMDs), which serve <br />unincorporated areas of San Mateo County that are adjacent to the City, as well as portions of the Towns of Woodside <br />and Atherton. The City does not own sewer facilities located in these SMDs and is not responsible for the maintenance <br />or capacity of these pipes. However, these SMDs discharge flow into the City’s sewer system, and the City is responsible <br />for conveyance of this flow. The locations of these County SMDs, which include Fair Oaks, Emerald Lake Heights, Oak <br />Knoll, and Kensington Square, are also shown on Figure 1-1. Note that a portion of the Fair Oaks SMD also includes <br />some areas within the Redwood City limits. <br />1.3 EXISTING SEWER SYSTEM <br />The City’s sewer system consists of approximately 190 miles of pipe, ranging in size from 4 to 60 inches in diameter. <br />Like most cities, the majority of City’s gravity sewer pipes are 6 or 8 inches in diameter. Table 1-1 summarizes the <br />footage of pipe by diameter. As noted in the table, over 80 percent of the gravity sewer mains are 8 inches or smaller in <br />diameter, and almost 40 percent are 6 inches and smaller. Figure 1-2 and Figure 1-3 show the City’s existing sanitary <br />sewer system. <br />The City also owns and operates 31 pump stations. Twenty-six of these pump stations are located in Redwood Shores, <br />and the remainder are located in Seaport/Pacific Shores. The locations of the pump stations are also shown on Figure <br />1-3. <br />The City is a member agency of the Silicon Valley Clean Water (SVCW), which provides conveyance and treatment of <br />flows from its member agencies. Wastewater from the main area of the City is conveyed generally northeast through <br />gravity sewers to the Maple Street Pump Station, operated by SVCW. Wastewater from Seaport/Pacific Shores is <br />partially conveyed to the Maple Street Pump Station and partially discharged directly into the SVCW conveyance system <br />at Seaport Boulevard south of Blomquist Street (depending on a valve setting). SVCW pumps wastewater from the <br />Maple Street Pump Station to its transmission force main (48-inch to 54-inch diameter), which conveys the flow to the <br />SVCW Wastewater Treatment Plant in Redwood Shores for treatment and disposal. Wastewater from Redwood Shores <br />is collected and pumped by the City directly to the SVCW treatment plant. Treated effluent from SVCW discharges to <br />lower San Francisco Bay. A portion of the secondary effluent is filtered and disinfected for use as non-potable recycled <br />water. <br />1.3.1 Main City Area Sewer System <br />The Main City Area sewer system, shown in Figure 1-2, includes 149 miles of gravity pipelines (not including tributary <br />sewers from the County SMDs) ranging from 4 to 60 inches in diameter. Wastewater from the Main City Area is <br />conveyed generally northeast through gravity sewers to the Maple Street Pump Station, operated by SVCW. <br />Flow from the County’s Fair Oaks Sewer Maintenance District (FOSMD) enters the Main City Area system on Veterans <br />Boulevard near Highway 101 and is monitored at a County-owned metering structure at that location. From there, it is <br />conveyed through City pipes to the Maple Street Pump Station. Flows from other SMDs in the study area, including <br />Emerald Lake Heights, Kensington Square, and Oak Knoll SMDs, enter the City’s system in numerous places on the <br />southwest side of the city, and are also conveyed through City pipes to the Maple Street Pump Station, but are not <br />specifically metered. A portion of flow from the Emerald Lake Heights SMD enters a sewer main known as the Hassler <br />line (part of the Scenic Heights County Sanitation District), which runs along Edgewood Road and Cordilleras Road and <br />discharges to the City of San Carlos sewer system at the Alameda de las Pulgas. The Hassler line and the portions of <br />Emerald Lake Heights SMD tributary to it are not addressed in this study. <br />ATTY/RESO.0077/CC RESO SEWER SYSTEM MANAGEMENT PLAN - EXHIBIT A <br />REV: 07-14-25 LF <br /> <br />Page 109 of 317