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Annexure B SDAP Coastal
Attached to the e-mail Planning report & IDAS Forms, Annexure A,B,D,E,F,G - Email 1 of 2 MCU17/0035.
Performance outcomes Acceptable outcomes Response Comment
And
AO5.2 Development in a storm tide inundation area is N/A Development located outside medium and high storm
located, designed, constructed and operated to: inundation
(1) maintain dune crest heights, or where a reduction in
crest heights cannot be avoided, mitigate risks to
development from wave overtopping and storm tide
inundation
(2) maintain or enhance coastal ecosystems and natural
features, such as mangroves and coastal wetlands,
between the development and tidal waters, where the
coastal ecosystems and natural features protect or
buffer communities and infrastructure from sea-level
rise and impacts from storm tide inundation.
And
AO5.3 Redevelopment of built structures in the erosion Site approved for 200 camp sites. Proposal will not exceed
prone area within a coastal management district: existing approved camp sites. Works proposed will restrict
(1) avoids intensifying the use of the premises, or camping on the foreshore area by means of fencing and
controlled access points.
(2) demonstrates that any intensification of use will not
result in an increase in the need for erosion control
structures or riverbank hardening.
And
AO5.4 Development that is coastal protection work N/A
involves, in order of priority:
(1) beach nourishment undertaken in accordance with a
program of beach nourishment works that source
sediment of a suitable quality and type from outside
the active beach system, or
(2) the construction of an erosion control structure,
where it is demonstrated that installing an erosion
control structure is the only feasible option for
protecting permanent structures from coastal erosion
and those structures cannot be abandoned or
relocated in the event of coastal erosion occurring.
Editor’s note: Applications for coastal protection work should be
supported by a report certified by a Registered Professional
Engineer of Queensland (RPEQ) that demonstrates how the
engineering solution sought by the work will be achieved.
Editor’s note: Applications for erosion control structures should
demonstrate the consideration of beach nourishment techniques,
and include a statement of why nourishment (in whole or part)
State development assessment provisions Module 10 — Coastal protection 10.1 Tidal works, or development in the coastal management district state code
5 December 2016 V1.10 Page 4 of 15
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