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Attachment C SDAP Module 10
Attached to the e-mail MCU14/0084 Attachment B (4) Green Roof Plan & Att C - SDAP Module 10 Email 4 of 4.
Performance outcomes Acceptable outcomes Response Comment
hazardous materials as a result of a storage of hazardous materials in bulk are designed to:
natural hazard event. (1) prevent the intrusion of waters from a defined storm
Editor’s note: Applications should: tide event into structures or facilities containing the
hazardous materials, or
(1) assess the risk of storm tide inundation
(2) ensure hazardous materials remain secured despite
releasing or otherwise exposing
hazardous materials, including inundation, including secure from the effects of
appropriate emergency planning and hydrodynamic forcing associated with wave action or
contingency measures. flowing water.
(2) applications are to be supported by a
report certified by a Registered
Professional Engineer of Queensland
(RPEQ) that demonstrates this
performance outcome will be achieved.
PO5 Natural processes and the AO5.1 Development in an erosion prone area within the Proposed dwelling is excavated into site and utilises a green
protective function of landforms and coastal management district: roof to minimise visual and environmental impacts.
vegetation are maintained in coastal (1) maintains vegetation on coastal landforms where its Stormwater, geotechnical and Landscape reports detail that
hazard areas. removal or damage may: all impacts are able to satisfactorily managed and proposed
(a) destablise the area and increase the potential dwelling will not negatively impact on the natural processed
for erosion, or and landform on site.
(b) interrupt natural sediment trapping processes or
dune or land building processes
(2) maintains sediment volumes of dunes and near-shore
coastal landforms, or where a reduction in sediment
volumes cannot be avoided, increased risks to
development from coastal erosion are mitigated by
location, design, construction and operating
standards
(3) minimises the need for erosion control structures or
riverbank hardening through location, design and
construction standards
(4) maintains physical coastal processes outside the
development footprint for the development, including
longshore transport of sediment along the coast
(5) reduces the risk of shoreline erosion for areas
adjacent to the development footprint unless the
development is an erosion control structure
(6) reduces the risk of shoreline erosion for areas
adjacent to the development footprint to the
maximum extent feasible in the case of erosion
control structures.
AND
AO5.2 Development in a storm tide inundation area is N/A
State development assessment provisions Module 10 — Coastal protection 10.1 Tidal works, or development in a coastal management district state code
10 October 2014 V1.5 Page 3 of 16
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