Attachment 2 - Code Responses · 51997.2334.01

Earthworks and                                                                                                                 Not Applicable
DrainagePO21                                                                                                                   The proposed development is for above ground works only and
                                                                 AO21
Earthworks and drainage operational works do not                                                                               will not involve any filling.
directly,indirectly or cumulatively cause adverse                Filling other than accessways:
impacts external to the development site by:                     (a)    does not extend more than the equivalent of 3 metres
                                                                        around the main building, measured from the outer
(a)   causing ponding of water on the site or nearby land;
                                                                        walls ofthe building;
(b)   increasing flooding, which adversely affects the
                                                                 (b)    is limited to a maximum of 500m2; and
      safety oruse of any land upstream and
      downstream;                                                (c)    does not impact on the local drainage of
                                                                        adjoiningproperties.
(c)   adversely affecting the flow of water
      in anyoverland flow path; and
(d)   adversely affecting the privacy or visual
      amenityof surrounding property.



Editor's Note—Development should ensure that filling
does notimpact on the amenity and usability of
neighbouring properties (including loss of privacy caused
by relative level changes) or offsite drainage.

Landslide Hazard                                                                                                               Performance Outcome
AreaPO22                                                                                                                       The proposed development will be located within a landslide
                                                                 AO22.1
Development maintains the safety of people, property and                                                                       hazard area.
hazardous materials stored in bulk from the risk of landslide.   Development, including associated access, is not located on
                                                                                                                              However, it is noted that the proposed development is for
                                                                 landidentified as a landslide hazard area on a Landslide
                                                                                                                              above ground extensions only.
                                                                 Hazard Overlay Map.
                                                                                                                              The proposed development will maintain the safety of people
                                                                                                                              and property as per existing site conditions.
                                                                 AO22.2
                                                                                                                              A site­specific geotechnical assessment is not considered to
                                                                 Development, including associated access, is located outside be required.
                                                                 moderate, high and very high landslide hazard areas and
                                                                 areas with 15% slope or greater, as determined by a
                                                                 site­specific slope­analysis.


                                                                 Editor's Note—A site­ specific geotechnical assessment may
                                                                 beused to demonstrate that although the proposed
                                                                 development is