Attachment C - Stormwater Management Plan - 30-32 Doonella Street_SMP-revA_full (00016826)

TABLES

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Table 14

Site stormwater quality objectives (operational phase)

MUSIC Base and Storm Flow Concentration Parameters — Urban

MUSIC Runoff Generation Parameters - Urban

Catchment Areas

MUSIC Rainwater Tank Parameters

Bioretention Basin Design Parameters

MUSIC Results — Load-Based Pollutant Outputs

Existing Scenario WBNM Outlet Peak Flows

Rational Method Calibration Summary (Total Catchment)

: Rational Method Peak Flows Versus WBNM Peak Flows

: WBNM Sub-Catchment Fraction Impervious Values — Developed Scenario
: Developed Scenario WBNM Outlet Peak Flows

: Storage and Outlet Details of Underground Detention System

: Comparison of Existing, Developed and Mitigated WBNM Outlet Peak Flows

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