Appendix F - Flood Study

                                                                                                                                                                                                                                                                                                Legend
                                                                                                                                                                                                                                                                                                      Study area


                                                                                                                                                                                                                                                                                                      Cadastre

                                                                                                                                                                                                                                                                                                      Model area boundary

                                                                                                                                                                                                                                                                                                      Proposed development

                                                                                                                                                                                                                                                                                                Maximum depth (m)
                                                                                                                                                                                                                                                                                                     3    to 10
                                                                                                                                                                                                                                                                                                     1    to 3
                                                                                                                                                                                                                                                                                                     0.8 to 1
                                                                                                                                                                                                                                                                                                     0.7 to 0.8
FILE: \\Aubnecfs07\wrc$\WE17064 - Carramar Tewantin Flood Study\_Project_Material\GIS\Workspaces\Results_Figures.wor




                                                                                                                                                                                                                                                                                                     0.6 to 0.7
                                                                                                                                                                                                                                                                                                     0.5 to 0.6
                                                                                                                                                                                                                                                                                                     0.4 to 0.5
                                                                                                                                                                                                                                                                                                     0.3 to 0.4
                                                                                                                                                                                                                                                                                                     0.25 to 0.3
                                                                                                                                                                                                                                                                                                     0.2 to 0.25
                                                                                                                                                                                                                                                                                                     0.15 to 0.2
                                                                                                                                                                                                                                                                                                     0.1 to 0.15



                                                                                                                                                                                                                                                                                                         FLOOD STUDY
DATE PLOTTED: 11/07/2017 BY: LP




                                                                                                                                                                                                                                    Date
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                                                                                                                                                                   This document is produced by Cardno Limited solely for the
                                                                                                                                                                                                                                    11/07/2017
                                                                                                                                                                                                                                                            1% AEP WITH CLIMATE CHANGE MAXIMUM FLOOD DEPTH (ZOOMED)
                                                                                                                                                                      benefit of and use by the client in accordance with the
                                                                                                                                                                   terms of the retainer. Cardno Limited does not and shall not                                                                   NOOSA AGED CARE CARRAMAR
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                                                                                                                                Web: www.cardno.com.au                                                                                                                                                            FIGURE 6-7
                                                                                                                                                                                                                                                   meters