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2.3 Sanitary Sewer The existing sanitary sewer within the study area consists of vitrified clay pipe (VCP), polyvinyl chloride pipe (PVC) and reinforced concrete pipe (RCP) installed in the years summarized on the following Table 2. Sanitary sewers were inspected by the City Public Works Department using video televising equipment in the spring of 2020 and found to be in good condition. Sanitary sewer service connection points were also evaluated as part of the inspection process. Approximately 19 locations were identified as needing spot repairs were sewer services connect to the sewer main, as described in Section 3 of this report. A 6- inch diameter force main extends along Edgewater Avenue from Lift Station#1 to west limit of gravity sewer 330 feet west of Prior Avenue. The condition of this force main will be further evaluated during the design process. Table 2: Summary of Existing Sanitary Sewer Conditions Overall Pipe Pipe Year CIPP Lining Condition of Street Name Material Diameter Installed Lining Year Main Pipe Jerrold Ave (east) VCP 8-inch 1961 Yes 2013 Good Jerrold Ave (west) PVC 8-inch 1977 No Good Edgewater Ave VCP 8-inch 1960 Yes 2013 Good (east) Edgewater Ave PVC 8-inch 1977 No Good (west) Edgewater Ave CIP 6-inch 1960 No TBD (west) Forcemain Glenpaul Ave VCP 8-inch 1961 Yes 2013 Good Prior Ave RCP 21-inch 1961 No Fair Lake Valentine VCP 8-inch 1960 No Fair(root Road cutting) 2.4 Water Main The existing water distribution mains within the study area consists of cast iron pipe (CIP) and ductile iron pipe (DIP) as summarized on the following Table 3. A review of the City's water main break historical records did not identify any water main pipe break or leak repairs, other than isolated curb stop leaks located on the house side of the curb stops as noted below. Feasibility Report Page 3 2021 PAP Street and Utility Improvements City Project Number PW 21-0100