Swmp

      Table 2-6: Summary of Basin Structure Details ................................................................................... 7
      Table 2-7: Comparison of Peak Flows Site A (Existing Vs. Mitigated) .............................................. 8
      Table 3-1: Site Stormwater Quality Objectives (Operational Phase) ............................................ 10
      Table 3-2: Urban land use (Split Source Nodes) - Pollutant Export Parameters ........................... 11
      Table 3-3: MUSIC Runoff Generation Parameters ........................................................................... 11
      Table 3-4: Catchment Areas ............................................................................................................. 11
      Table 3-5: Bioretention Design Parameters ...................................................................................... 13
      Table 3-6: Sediment Forebay Design Parameters ........................................................................... 14
      Table 3-7: MUSIC Results – Load Based Pollutant Outputs ............................................................. 14


      LIST OF FIGURES
      Figure 1-1: Site Location ....................................................................................................................... 2
      Figure 1-2: Overland Flow Paths and Flood Hazard Overlay Mapping ......................................... 3
      Figure 2-1: Existing Catchment Delineation ....................................................................................... 4
      Figure 2-2: Developed Catchment Delineation ............................................................................... 6
      Figure 2-3: Development Located above the Regional 1% AEP Flood Extent .............................. 9
      Figure 3-1: WSUD Catchment Locality Plan ..................................................................................... 12
      Figure 3-2: MUSIC Model Layout ....................................................................................................... 12


      APPENDICES
                               Reconfiguration of Lot Plan and Concept Engineering Drawings
                               Rational Method and WBNM Outlet




21-0166SMP01-V1 | Stormwater Management Plan | 25 Pavilion Street, Pomona