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Appendix I - Stormwater Management Plan

Attached to the e-mail MCU14/0083 Appendices.

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                      Gross Pollutant reduction of 90% from an unmitigated development case.


       3.5       Implementation

                 Water quality objective targets have been demonstrated to be met by implementing
                 treatments through stormwater detention/filtration systems located near the northern
                 boundary of the site and gross pollutant traps to reduce nutrient loadings, suspended
                 solids and gross pollutants.
                 A possible treatment train for the site has been developed based on the preliminary
                 drawing no. SK-02 Rev P5 by Michael Carr Architects, which outlines the proposed
                 site layout as shown on Figure 3.1 below. Drawing no. 205-002-C10.01 (refer
                 Appendix A) depicts the stormwater layout plan.




                                     Figure 3.1 Proposed development layout




Mogpropmanagement Pty Ltd                        Page 5                                   205-002-002R
Stormwater Management Plan
Noosaville Site
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