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Appendix I - Stormwater Management Plan
Attached to the e-mail MCU14/0083 Appendices.
Plans and drawings
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Log in to see the plans as drawn stormwater network with the capacity of accommodating 10 year ARI flows. Table
Furthermore, the developed scenario results in an overall reduction in flow width in
comparison to the pre development scenario. Table 4.2 outlines the reduction in
overland flow contributing to Gateway Drive as a result of the development.
Table 4-2 Overland flow contributing to Gateway Drive
Scenario 10 year ARI (l/s) 100 year ARI (l/s)
Pre development 43 74
Post development 0 44
Mogpropmanagement Pty Ltd Page 12 205-002-002R
Stormwater Management Plan
Noosaville Site
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