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Capacity and I/I Assessment <br />City of Redwood City (0011239.02)3-11 Woodard & Curran, Inc. <br />Sanitary Sewer Capacity Master Plan November 2023 <br />Table 3-2:Pump Station Capacity Results <br />Pump Station <br />Pump Rated <br />Capacity1 <br />(gpm) <br />Exist. Design <br />Storm PWWF <br />(mgd) <br />Future Design <br />Storm PWWF <br />(mgd) <br />Future Design <br />Storm PWWF <br />(gpm) <br />Percent of PS <br />Firm <br />Capacity2 <br />Centrum 630 0.19 0.25 174 28% <br />No. 01 750 0.51 1.06 736 98% <br />No. 02 750 0.71 1.23 854 114%3 <br />No. 03 1,100 1.31 1.40 972 88% <br />No. 04 350 0.30 0.30 208 59% <br />No. 05 250 0.13 0.13 90 36% <br />No. 06 340 0.23 0.23 160 47% <br />No. 07 350 0.16 0.16 111 32% <br />No. 08 270 0.34 0.34 236 87% <br />No. 09 350 0.48 0.48 333 95% <br />No. 10 3,150 4.01 4.36 3,027 96% <br />No. 11 340 0.14 0.14 97 29% <br />No. 12 1,350 1.60 2.00 1,388 103%4 <br />No. 13 660 0.058 0.058 40 6% <br />No. 14 380 0.25 0.25 174 46% <br />No. 15 500 0.46 0.58 400 80% <br />No. 16 660 0.56 0.56 389 59% <br />No. 17 1,100 0.98 0.98 681 62% <br />No. 18 400 0.24 0.24 167 42% <br />No. 19 1,550 0.46 0.46 319 21% <br />No. 20 500 0.34 0.34 236 47% <br />No. 21 460 0.14 0.14 97 21% <br />No. 22 410 0.25 0.25 174 44% <br />No. 23 320 0.17 0.17 181 37% <br />No. 24 460 0.090 0.090 63 14% <br />No. 25 410 0.18 0.18 125 30% <br />Pacific Shores #1 790 1.13 1.13 785 99% <br />Pacific Shores #2 400 0.28 0.28 194 49% <br />Seaport #1 460 0.055 0.055 215 47% <br />Seaport #2 410 0.12 0.12 493 120%5 <br />Marina 750 0.38 0.97 674 90% <br />1.Each pump; based on pump curves provided by the City. <br />2.One pump in operation. <br />3.Potential capacity deficiency is solely due to specific future developments; therefore, a capacity <br />improvement project for this pump station would be development responsibility and is not included in this <br />Master Plan. <br />4.Minor exceedance of pump capacity is considered to be within the accuracy of the predicted flows; <br />therefore, a capacity improvement project is not considered to be warranted at this time. <br />5.Future flows assume potential development of Ferrari Pond and Abbot Labs sites in Seaport area, which is <br />highly uncertain at this time. Therefore, a capacity improvement is not included in this Master Plan. <br />ATTY/RESO.0077/CC RESO SEWER SYSTEM MANAGEMENT PLAN - EXHIBIT A <br />REV: 07-14-25 LF <br /> <br />Page 146 of 317