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MCU18/001 - Referenced Document - Site Based Stormwater Management Plan · MCU18/0019

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SC7440 – Goodchap St, Noosa                                                                         16




      UNDERGROUND DRAINAGE




          OVERLAND FLOW




                              Figure 4.4 - Post-Development Catchment Plan


Storm events of 2, 10, and 100 year with 60 minute durations were analysed to ensure no worsening
impacts on the critical nodes. Tables 4.5-4.7 illustrate the pre-development and post-development HGL
and downstream flow rate results to each external node.

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