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• Water <br />o Water main was installed as part of the residential developments with 6-inch and fl- <br />inch ductile iron pipe (DIP). <br />o The project area does not show a history of main breaks that would indicate poor <br />condition of pipe. <br />o Public Works has identified a few hydrants and valves to replace. <br />o James Avenue has existing 6-inch watermain that needs to be upgraded to 8-inch. <br />• Storm Drainage <br />o Storm catch basin structures that are deteriorating and need repair have been <br />identified by Public Works. <br />o Storm structures directly upstream of stormwater retention ponds will be upgraded <br />with sumps or relative sediment traps if feasible. <br />o Storm sewer pipe needs to be televised to report condition. <br />o Public Works has identified several stormwater retention ponds that will require <br />dredging. <br />o Curb and gutter is generally in good condition but spot replacement will be needed <br />in some areas. <br />Additional research regarding the age and condition of existing infrastructure will be evaluated <br />during preparation of the feasibility report. <br />Preliminary Project Budget <br />From the 2023-2027 CIP, the initial cost estimate is summarized in the following table and will be <br />revised as part of the feasibility report. This estimate includes the anticipated costs for engineering <br />design, surveying, and construction administration as a 27% contingency, which is consistent with <br />the 2021 PMP and 2022 PMP. <br />Category <br />CIP Budget <br />Streets <br />$2 000 000 <br />Storm Drainage <br />$150 000 <br />Sanitary Sewer <br />$50 000 <br />Water Utility <br />$100 000 <br />TOTAL <br />$2,300,000 <br />* Initial estimate subject to revisions during the feasibility study <br />Page 3 of 5 <br />