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SYSTEM EVALUATION, CAPACITY ASSURANCE, CAPITAL IMPROVEMENTS © 2025 Fischer Compliance, LLC. All rights reserved. Sewer System Management Plan licensed for Redwood City use only Page 49 of 59 Project ID 1 Location Length (lf.) Existing Dia. (in.) Proposed Dia. (in.) C6 Franklin St., Wilson St., Middlefield Rd., Jefferson Ave. (Sequoia Station to s/o Redwood Creek siphon) 1,990 6/8/10 10/12 C72,3 Winslow St. (Standish St. to Brewster Ave.), Brewster Ave (Winslow St. to west of Veterans Blvd.) 1,430 15 4 18 (new alignment) C83 Whipple Ave. (Woodstock Pl. to Arguello St.) 3,330 8 10 C92, 3 Brewster Ave. (Hudson St. to Arch St.) 2,250 10 12/15 C10 James Ave. (Jeter St. to Hudson St.) 640 8/10 15 C113 Jefferson Ave. (Myrtle St. to Iris St.) 970 8 10 C12 Vera Ave. (w/o King St. to Hudson St.) 960 8 12 C132 Lincoln Ave. (Hudson St. to El Camino Real) 2,600 24 30/33 C142, 3 Roosevelt Ave. (Valota Rd. to Hudson St.) 2,510 21 24 C15 Roosevelt Ave. (Grand St. to Fulton St.) 510 8 10 C16 Maddux Dr., Washington Ave., Virginia Ave. (Kensington Rd. to Goodwin Ave.) 3,170 8/12 12/15 C17 Hampton Ave., Sierra St., Palm Ave., Kentfield Ave. (Valota Rd. to Palm Ave.) 1,760 6/8 12 C182, 3 Truman St., McGarvy Ave., Fairview Ave., Roosevelt Ave. (southeast of McGarvy Ave. to Roosevelt Ave.) 1,210 12 15 C193 Carson St. (Dewey St. to southeast of Roosevelt Ave.) 820 8 10 C20 Glenwood Ave., Canyon Rd., Jefferson Ave. (Breeze Pl. to Oak Ridge Dr.) 1,210 8 12/15 C21 Vista Dr. (Hamilton Way to Toyon Way) 300 6 10 C223 Jefferson Ave. (Ruby St. to Quartz St.) 310 6 8 C23 Madison Ave. (Topaz St. to Ruby St.) 580 12 15 C24 Myrtle St. (northwest of Harrison Ave.) 320 6 8 C25 Broadway St. (El Camino Real to California St.) 490 6 8 C26 5 Davit Ln. (Keelson Cir. to PS10) 520 8 12 C27 6 Sanitary Sewer Pump Station No. 9 Improvements 724 4 6 EFFECTIVENESS The City utilizes the following Key Performance Indicators for measuring effectiveness of this Element: • Has the City adhered to its system evaluation/condition assessment schedule? 3 Project could be reduced in size or eliminated by 30 percent RDI/I reduction. 4 The existing deficient pipe is the 15-inch sewer that parallels (diagonally) Winslow St. from Standish St. to Brewster 5 An alternative to this project could include extending the PS9 force main to PS10 with associated upgrades to pumps and electrical/backup power systems at PS9. 6 Project will upgrade PS9 and replace (upsize) its force main; the project has already been designed and bid by the City. ATTY/RESO.0077/CC RESO SEWER SYSTEM MANAGEMENT PLAN - EXHIBIT A REV: 07-14-25 LF Page 56 of 317