Original source · versioned page text
2019-12-11 SM Agenda - Item 1 - Attachment 4 - Final New Noosa Plan Part 8-9 Schedule Appendix Track Change version
The original of this document is very large (14.9 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Text sections have not been matched to the original PDF pages. Use the original document to check page numbers.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn Performance Outcomes Acceptable Outcomes
a swimming pool or dam).
Editor’s Note — Water supply capacity for firefighting purposes
is in addition to water supply capacity for household use.
Flood Hazard Area
PO15 AO15.1
Where located in the Flood Hazard Area as shown on Flood The finished floor level of habitable rooms is at least 300
Hazard Overlay Map in Schedule 2 the development is designed millimetres above the Defined flood event (DFE); or
and sited to ensure risk to people and property from flooding is
avoided or minimised. AO15.2
Where the DFE has not been modelled for the area, the
finished floor level of habitable rooms is at least 500
millimetres above the highest recorded flood.
Editor's note—The QDC mandatory provisions MP3.5 also
apply to the construction of buildings in flood hazard areas.
Landslide Hazard Area
PO16 AO16.1
Development maintains the safety of people, property and Development, including associated access, is not located on
hazardous materials stored in bulk from the risk of landslide. land identified as a landslide hazard area on a Landslide
Hazard Overlay Map;
AO16.2
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 sitespecific
slopeanalysis;
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
AO16.3
A sitespecific 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.
AO16.4
Any specific measures identified in a site specific geotechnical
assessment for stabilising the site or development are to be
fully implemented.
**FINAL DRAFT Post Consultation 2019** Page 6 of 6
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalVery large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.