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Reso25 16341
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Reso25 16341
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Last modified
7/22/2025 1:50:17 PM
Creation date
7/22/2025 1:47:45 PM
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Template:
CC Index
CC Index - Document Type
Resolution
Meeting Type
Regular
Agency Type
City Council
Date
7/21/2025
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Executive Summary <br />City of Redwood City (0011239.02)6 Woodard & Curran, Inc. <br />Sanitary Sewer Capacity Master Plan November 2023 <br />RECOMMENDED CAPACITY IMPROVEMENT PROGRAM <br />The capacity improvement program recommended in this study is designed to provide adequate sewer system capacity <br />for the City’s existing and anticipated future development. Figure ES-3 and Figure ES-4 show the locations of the <br />proposed capacity improvements projects. As shown in the figures, most of the projects are located in the Main City <br />collection system. The recommended improvement projects are listed in Table ES-2. For the most part, the sewer <br />capacity improvement projects involve replacing existing deficient sewers with larger diameter pipes. Note that eight of <br />the 25 gravity sewer capacity improvement projects were also identified as being needed in the City’s previous master <br />plans (although recommended pipe sizes or the exact extent of the projects may have differed slightly). The other <br />projects are primarily on small diameter sewers that were not previously included in the trunk system model used in the <br />previous studies. Note also that all or a portion of five of the capacity improvement projects identified in the City’s 2008 <br />master plan have been completed since that study; however, a number of others were found to be no longer needed <br />based on the updated modeling conducted for this study. <br />Since most of the proposed capacity improvement projects are driven by wet weather flows due to high I/I, an evaluation <br />was conducted to identify the potential for eliminating (or substantially reducing) needed capacity relief projects through <br />reduction in RDI/I flows. Based on an assumed 30 percent reduction in RDI/I (considered to be reasonably achievable <br />through comprehensive rehabilitation of sewer mainlines and lower laterals), it was determined that eight projects could <br />potentially be eliminated or reduced in size through this level of I/I reduction. These results suggest possible areas of <br />focus for future flow monitoring and sewer rehabilitation efforts. However, results should be confirmed by post- <br />rehabilitation flow monitoring before the projects are removed from the capacity improvement program. <br />The total estimated capital cost of the capacity improvement program is approximately $42 million, as shown in Table <br />ES-3. For gravity sewers, these cost estimates include baseline construction costs for gravity trunk sewers using open- <br />cut and trenchless methods, lower lateral replacement for remove-and-replace projects, and cost allowances for project <br />mobilization and demobilization, traffic control, and bypass pumping. The total estimated capital costs also include a 30 <br />percent allowance for contingencies for unknown conditions and an allowance of 25 percent of construction cost for <br />engineering, administration, construction management, and legal costs. The estimated costs are conceptual level <br />estimates and are considered to have an estimated accuracy range of -30 to +50 percent. These estimates are <br />considered suitable for use for budget forecasting, CIP development, and project evaluations, with the understanding <br />that refinements to the project details and estimated costs would be necessary as projects proceed into the design and <br />construction phases. All costs are presented in 2023 dollars. <br />ATTY/RESO.0077/CC RESO SEWER SYSTEM MANAGEMENT PLAN - EXHIBIT A <br />REV: 07-14-25 LF <br /> <br />Page 95 of 317
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