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210723 23 - 2 Pandorea Court, Noosaville Town Planning Report
AO22.2
Development, including
associated access, is located
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:
(a) the stability of the site,
including associated
buildings and infrastructure,
will be maintained and
operational for the life of
the development;
(b) the site is not subject to the
risk of landslide activity
originating from other land,
including land above
the site; and
(c) 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.
31
Building Work (Development Permit)
Extensions to a Dwelling House – 23/2 Pandorea Court, Noosaville
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