Town Planning Report

MATERIAL CHANGE OF USE FOR WORKERS ACCOMMODATION
UPON LAND AT 23 BOTTLEBRUSH AVENUE, NOOSA


5.1.2 Performance Outcomes & Acceptable Outcomes
 PERFORMANCE OUTCOMES                        ACCEPTABLE OUTCOMES                             PROPOSAL                                      COMPLIANCE

 Landslide hazard
 PO1                                         AO1.1                                           PO1
 Development maintains the safety of         Development, including associated access, is    The proposed development has been             ☐Compliant
 people, property and hazardous              not located on land identified as a landslide   designed and will be undertaken in
                                             hazard area on a Landslide Hazard Overlay                                                     ☐N/A
 materials stored in bulk from the risk of                                                   accordance with the supporting Geotechnical
 landslide.                                  Map;                                            investigation report prepared by PTG          ☒Performance Solution
                                                                                             consulting. Refer for further information.




                                             AO1.2                                           PO1
                                             Development, including associated access, is    The proposed development has been             ☐Compliant
                                             located outside moderate, high and very         designed and will be undertaken in
                                             high landslide hazard areas and areas with                                                    ☐N/A
                                                                                             accordance with the supporting Geotechnical
                                             15% slope or greater, as determined by a        investigation report prepared by PTG          ☒Performance Solution
                                             site-specific slope-analysis;                   consulting. Refer for further information.




                                             AO1.3                                           PO1
                                             A site-specific geotechnical assessment is      The proposed development has been             ☐Compliant
                                             prepared by a registered professional           designed and will be undertaken in
                                             engineer to certify that:                                                                     ☐N/A
                                                                                             accordance with the supporting Geotechnical
                                             a) the stability of the site, including         investigation report prepared by PTG          ☒Performance Solution
                                                associated buildings and infrastructure,     consulting. Refer for further information.
                                                will be maintained and operational for
                                                the life of the development;
                                             b) the site is not subject to the risk of

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