40 arakoon cres change · 131999.982857.1

                   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.



4.3      Key issues
4.3.1    Building Height in Storeys

The Performance Outcomes (PO7) seek for buildings to not exceed two storeys. The existing
building is three storeys in section and over 8m relative to Natural Ground Level. The relevant
purpose and overall outcome are included below:
   a)   The distinct look and feel of existing residential neighbourhoods is retained, and development makes a positive
        contribution to the streetscape, maintaining the low density and low scale character.

   m) Development responds to land constraints including topography, bushfire and flood.


The proposed changes reduce the extent of three storey encroachment by setting back the top floor
and including a large void area above the second floor living area.


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