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Appendix C - Stormwater Management Plan

Attached to the e-mail MCU15/0095 & REC15/0022 Development Application Stormwater Mgmt Plan (2 of 3).

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Plans and drawings

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TfA Project Group Pty Ltd                                                                  Stormwater Management Plan
                                                                                                Development Application


   Figure 1: Location of the proposed development site




                                Site




   3     SITE TOPOGRAPHY AND EXISTING DRAINAGE


   Refer to Appendix B for the survey plans provided by John Dawson Surveys Pty Ltd dated 10th September 2015,
   which shows the existing condition of the site. The development site has existing surface levels approximately
   between RL 9.33 and 12.20 m AHD. The development site has only one catchment of varying slope. The site
   generally falls from the North-East to the South-West. The legal point of discharge are gully pits located on
   Eumundi Noosa Road and Walter Hay Drive.


   Currently the majority of the site does not discharge to a lawful point of discharge, most of the stormwater runoff
   flows unmitigated to Eumundi Noosa Road and Walter Hay Drive. Refer to Appendix D for the pre-development
   catchment plan scenario. The existing catchment boundary has been maintained in the post development
   scenario but the stormwater runoff conveyed, mitigated and discharged to the legal point of discharge. Refer to
   Appendix E for a Conceptual Stormwater Management Plan for the proposed development.




                            123 Eumundi Road (Cnr Walter Hay Drive), Noosaville QLD 4566                             Page 2
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