Request to Amend Application and Response to DSDIP's Information Request · MCU14/0009

TABLES

Table 1: Site stormwater quality objectives (operational phase)                     4
Table 2: MUSIC Base and Storm Flow Concentration Parameters – Industrial            5
Table 3: MUSIC Runoff Generation Parameters - Industrial                            5
Table 6: Bioretention Basin Design Parameters                                       6
Table 8: MUSIC Results – Load-Based Pollutant Outputs                               7
Table 9: WBNM Sub-Catchment Fraction Impervious Values – Existing Scenario          8
Table 10: Existing Scenario WBNM Outlet Peak Flows                                  9
Table 11: Rational Method Calibration Summary (Total Catchment)                     9
Table 12: Rational Method Peak Flows Versus WBNM Peak Flows                         9
Table 13: WBNM Sub-Catchment Fraction Impervious Values – Developed Scenario       10
Table 14: Developed Scenario WBNM Outlet Peak Flows                                10
Table 15: Storage and Outlet Details of Underground Detention System               11
Table 16: Comparison of Existing, Developed and Mitigated WBNM Outlet Peak Flows   11