ADAMS + SPARKES Town Planning Report (30 & 32 The Cockleshell)

MATERIAL CHANGE OF USE AND OPERATIONAL WORKS TO ESTABLISH MULTIPLE HOUSING (2X TYPE 2 DUPLEXES)
AND RECONFIGURATION OF A LOT (ACCESS EASEMENT)                                                                        14
30 & 32 THE COCKLESHELL NOOSAVILLE

           Residential Uses Code;
           Reconfiguring a Lot Code;
           Landscaping Code;
           Driveways and Carparking Code;
           Transport, Roads and Drainage Code;
           Erosion and Sediment Control Code;
           Existing Services Code;
           Earthworks Code;
           Waste Management Code;
           Water Sensitive Design Code; and,
           Natural Hazards Overlay Code.


46.    The proposed development generally complies with the Acceptable Measures and Performance Criteria
       of all applicable codes. The pertinent issues identified throughout the assessment of the application are
       detailed below.

47.    Where the below sections are silent in relation to an assessable element, the development is seen to
       comply with that relevant assessment criteria and no further assessment is required.


5.3    Overlay Codes
48.    Table 5 below provides an assessment against all relevant Overlay Codes. The Noosa Plan 2006 includes a
       number of Overlays, which recognise features and constraints within the area. The Overlays, which impact
       upon this development are detailed below:

       Table 5 Assessment Against Overlay Codes
        Relevant Overlay                                                Comments
        Flood Hazard Overlay
                                                                        The proposed development complies with
                                                                        Table 13.10 of the Natural Hazards Overlay
                                                                        Code, which relates to Flood Hazard Areas.

                                                                        The proposed development contains a pad level
                                                                        of 2.4 metre AHD, with a Finished Floor Levels
                                                                        of 2.7 metres AHD.

                                                                        The levels of the development satisfy the flood
                                                                        immunity requirements specified within the
                                                                        Flood Information Certificates (Appendix 7).

                                                                        In order to satisfy the flood immunity
                                                                        requirements, the subject sites are required to
                                                                        be filled, with a total of 370m3 of fill required.
                                                                        360 Civil Consulting Pty Ltd have confirmed that
                                                                        the development will likely impact upon the
                                                                        flood storage capacity of the area. However, it
                                                                        has been confirmed that there is no alternative,
                                                                        which      will    achieve    flood      immunity
                                                                        requirements without impacting upon flood
                                                                        storage.

MOHAMMED HUSSAIN, LUCY RANDALL, SUZANNE MAREE JOHNSON COLE AND DR DAVID
ANDREW JOHNSON
DECEMBER 2017