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Annex 10 - Code 8 - Coastal Development & Tidal Works
Attached to the e-mail DA Application - Noosa Oyster Project (2 of 3).
Performance outcomes Acceptable outcomes Response
away from the shoreline reduces the potential for
focussing of tidal or flood flows. Tapering of the
reef ends reduces the potential for flow
disturbances (such as eddies) to develop.
Crest level – Crest levels are dictated by
desirable water depths for the target species and
do not extend above MHWS. As with many
natural oyster reefs, they are exposed during
lower tides and inundated during higher tides (or
flood events). When water levels are close to or
over the crest of the reef, wave action and vessel
wake would be expected to overtop the structure.
As such, wave energy reaching the shoreline
(especially for Layout 2 & 3) will be reduced but
not eliminated. While natural erosion may
continue to occur, it is expected to be reduced.
Access space – The provision of an access
space facilitates monitoring of the reef habitat, but
also provides space for natural flows to occur
between oyster reef patches.
Porous rock substrate – waves impacting with
the substrate are dissipated into the voids in the
substrate, with reduced wave energy impacting
on the adjacent shoreline and reduced wave
reflection compared with solid structures.
Erosion is not anticipated but will be monitored
(see Restoration Plan. Section 8.4 Erosion
control).
State Development Assessment Provisions – version 2.6
State code 8: Coastal development and tidal works Page 4 of 20
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