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Appendix D - Noosa Plan 2020 Assessment
Plans and drawings: the text below has words only, no drawings.
9.4.2 EARTH WORKS CODE
Table 9.4.2.3 Criteria for assessment
Performance Outcomes Acceptable Outcomes Response
Assessable development
Effects of Works
Drainage AO1 AO1 Complies
PO1 Filled or excavated areas have a The proposal ensures that the
minimum gradient of 0.5% and excavation works result in a
Finished surface levels ensure
drain to Council’s stormwater minimum gradient of 0.5% and
land is free draining.
infrastructure where available, or drain to Council’s stormwater
where stormwater infrastructure infrastructure where available.
is not available, toward the
street.
Hydraulics No acceptable outcome provided PO2 Complies
PO2 The proposal involves
excavation to facilitate the
Change to the levels on site do
basement level that is located
not have an adverse impact on
wholly below the built form
the flooding and drainage
envelope. The ground level
characteristics off-site.
around the perimeter of the site
beyond the footprint of the
dwelling will remain relatively
undisturbed.
The proposal will not result in
variations to the levels of the
site that would result in impacts
to flooding and drainage.
Geotechnical considerations AO3.1 Not Applicable
PO3 Filling works are undertaken in The proposal does not involve
accordance with Council’s fill works as a part of this
Earthworks do not result in
Planning Scheme Policy PSP6 application.
geotechnical instability on-site or
Engineering design standards -
to nearby premises.
roads, drainage and earthworks.
AO3.2 Not Applicable
Where the filling is for residential, The proposal does not involve
commercial or industrial fill works as a part of this
purposes the works comply with application.
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