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Attachment E - Cardno Statement - flood

Attached to the e-mail MCU18/0009 - Representations to conditions of approval.

of 65

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Original PDF page 35, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                             Legend
                                                                                                                                                                                                                      Proposed Development
                                                                                                                                                                                                                      Site Boundary
                                                                                                                                                                                                                      Cadastre
                                                                                                                                                                                                             Depth (m)
                                                                                                                                                                                                                  <= 0.1
                                                                                                                                                                                                                  0.1 - 0.15
                                                                                                                                                                                                                  0.15 - 0.2
                                                                                                                                                                                                                  0.2 - 0.25
                                                                                                                                                                                                                  0.25 - 0.3
                                                                                                                                                                                                                  0.3 - 0.4
FILE: O:\WE17064 - Carramar Tewantin Flood Study\_Project_Material\QGIS\Carramar_Figures.qgz




                                                                                                                                                                                                                  0.4 - 0.5
                                                                                                                                                                                                                  0.5 - 0.6
                                                                                                                                                                                                                  0.6 - 0.7
                                                                                                                                                                                                                  0.7 - 0.8
                                                                                                                                                                                                                  0.8 - 1
                                                                                                                                                                                                                  1-3
DATE PLOTTED: 2018-07-12T14:48:04 BY: Timothy Shen




                                                                                                                                                                                                                  >3


                                                                                                                                                                CARRAMAR FLOOD STUDY             Date         Scale                  Size
                                                                                                           © Cardno Limited All Rights Reserved.                             2% AEP Depth        12/7/2018                           A3
                                                                                               This document is produced by Cardno Limited solely for the
                                                                                                  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
                                                                                                 assume any responsibility or liability whatsoever to any
                                                                                                third party arising out of any use or reliance by third party
                                                                                                                                                                                                                                    00
                                                                                                              on the content of this document.                                      FIGURE 1-2                                       Revision
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