Text · page 21 of 110
Read the whole document on one page (all 110 pages, each with its own heading)
West Seneca Sewer Report | Page 6 Table 2: Dry Weather Peak Weekday Proposed Total Existing Peak Theoretical Ave. Daily Peak Available Capacity Node Sewer Peak Flow Sanitary Capacity Flow (mgd) Flow (Y/N) (mgd) Flow (mgd) (mgd) (mgd) 1-MH 48” RCP @ 0.41% BAA8A (Matthews 0.017 7.953* 0.068 8.021 59.6 Y Cemetery NW Corner) 2-MH 60” RCP @ 0.042% BAA9A 0.017 11.619** 0.068 11.687 34.6 Y (Casimer Street) 3-MH 66” RCP @ 0.026% BAAA8 0.017 10.614*** 0.068 10.682 35.1 Y (8 Cable Street) Notes: *Peak Dry Week Day for Nodes 1 on Aug 27,2024 **Peak Dry Week Day for Node 2 on Aug 21,2024 ***Peak Dry Week Day for Node 3 on Aug 21,2024 Table 3: Dry Weather Peak Weekend Day Proposed Total Ave. Daily Existing Peak Theoretical Peak Available Capacity Node Sewer Flow Peak Flow Sanitary Capacity Flow (Y/N) (mgd) (mgd) Flow (mgd) (mgd) (mgd) 1-MH 48” RCP @ 0.41% BAA8A (Matthews 0.017 6.070* 0.068 6.138 59.6 Y Cemetery NW Corner) 2-MH 60” RCP @ 0.042% BAA9A 0.017 11.972** 0.068 12.040 34.6 Y (Casimer Street) 3-MH 66” RCP @ 0.026% BAAA8 0.017 11.615*** 0.068 11.683 35.1 Y (8 Cable Street) Notes: *Peak Dry Weekend Day for Nodes 1 on Aug 25,2024 **Peak Dry Weekend Day for Node 2 on Sept 14,2024 ***Peak Dry Weekend Day for Node 3 on Sept 14,2024 Page 21 of 110