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River Islands Development at Lathrop November 2020 Final Phase 2 Sewer Technical Report Rev 1 #6520 6.5 Sewer Collection Area B2— Preliminary Steady State Results ..................................................24 6.5.1 Sewer Collection Area B2 — Land Uses, Average Dry Weather Flows, and Peak Wet Weather Flows 24 6.5.2 Sewer Lift Station B2 LS-132— Preliminary Firm Pumping Capacity.......................................25 7. River Islands Sewer Collection System Model — Phase I Results................................................26 7.1 Sewer Collection Area Al ...........................................................................................................26 7.1.1 Sewer Collection Area Al — Land Uses, Average Dry Weather Flows, and Peak Wet Weather Flows 26 7.1.2 Sewer Collection Area Al — Pipe Capacity Under PWWF .....................................................26 7.1.3 Sewer Collection Area Al — Pipe Velocities Under PWWF....................................................26 7.1.4 Sewer Lift Station Al (LS-A1).................................................................................................30 7.1.4.1 Sewer Lift Station LS-A1 Preliminary Capacity Analysis ................................................31 7.2 Sewer Collection Area A2...........................................................................................................32 7.2.1 Sewer Collection Area Al — Land Uses, Average Dry Weather Flows, and Peak Wet Weather Flows 32 7.2.2 Sewer Collection Area A2 — Pipe Capacity Under PWWF .....................................................32 7.2.3 Sewer Collection Area A2 — Pipe Velocities Under PWWF....................................................32 7.2.4 Sewer Pump Station A2 (PS-A2)............................................................................................35 7.2.4.1 Sewer Lift Station PS-A2 Preliminary Capacity Analysis................................................36 3