34 Plover Street report sept 21pdf

                AO22.2                                                       concluding the site having a low
                Development, including associated access, is located         slip hazard.
                outside moderate, high and very high landslide hazard
                areas and areas with 15% slope or greater, as
                determined      by      a site-specific slope-analysis;

                Editor's     Note—A site-     specific    geotechnical
                assessment may be used to demonstrate that although
                the proposed development is shown on the Landslide
                Hazard Overlay as being in the moderate, high or very
                high landslide hazard area, the landslide risk is low or
                very                                                low.

                OR
                AO22.3
                A site-specific geotechnical assessment is prepared by
                a registered professional engineer to certify that:
                     -    the stability of the site, including associated
                          buildings and infrastructure, will be
                          maintained and operational for the life of the
                          development;
                     -    the site is not subject to the risk of landslide
                          activity originating from other land, including
                          land above the site; and
                     -    development of the site will not increase the
                          risk of landslide activity on other land;
                AO22.3
                A site-specific geotechnical assessment is prepared by
                a registered professional engineer to certify that:
                     -    the stability of the site, including associated
                          buildings and infrastructure, will be
                          maintained and operational for the life of the
                          development;
                     -    the site is not subject to the risk of landslide
                          activity originating from other land, including
                          land above the site; and
                     -    development of the site will not increase the
                          risk of landslide activity on other land;
                Editor's Note— PSP8 Natural Hazards provides further
                guidance on assessing landslide hazard.
                AO22.4
                Any specific measures identified in a site specific
                geotechnical assessment for stabilising the site or
                development are to be fully implemented.




4.1     Key issues
4.1.1 Front Setback (Low Density Residential Zone Code)
The proposal provides a 3.3m setback to the front boundary to the wing wall and consequently does
not comply with Acceptable Outcomes AO9.1 and AO9.3 of the Code.




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