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
                                                                                                                                                                                                                                                            10% AEP WITH CLIMATE CHANGE MAXIMUM FLOOD DEPTH (ZOOMED)
                                                                                                                                                                      benefit of and use by the client in accordance with the
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                                                                                                                                                                                                                                                   meters