Attachment C SDAP Module 10

Performance outcomes                      Acceptable outcomes                                                  Response      Comment
                                          located, designed, constructed and operated to:
                                          (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 storm tide
                                               inundation.
                                          AND

                                          AO5.3 Redevelopment of built structures in the erosion               N/A
                                          prone area within a coastal management district:
                                          (1) avoids intensifying the use of the premises, or
                                          (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:
                                          (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)
                                          has not been adopted as the preferred means of controlling the
                                          erosion risk.




State development assessment provisions                                       Module 10 — Coastal protection              10.1 Tidal works, or development in a coastal management district state code
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