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sdap-response-template-v1-6-10-1 · OPW15/0240
Attached to the e-mail OPW15/0240 - Operational Works Application.
_______________________________________________________________________________________________________________________________________________Callaghan & Toth Pty Ltd
Performance outcomes Acceptable outcomes Response Comment
PO3 Development directly, indirectly and AO3.1 Development avoids increasing the number of N/A N/A
cumulatively avoids an unacceptable premises from which people would need to be evacuated
increase in the severity of the coastal to prevent death or injury from a defined storm tide event.
hazard, and does not significantly
increase the potential for damage on the
premises or to other premises.
PO4 Development avoids the release of AO4.1 Development that involves the manufacture or N/A N/A
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 The construction of the new rising main will be via
protective function of landforms and coastal management district: directional drilling across Weyba Creek. Connections will
vegetation are maintained in coastal (1) maintains vegetation on coastal landforms where its occur on both sides of the creek and the connection pits and
hazard areas. removal or damage may: directional drill launch pit and exit pit will be stabilised with
(a) destablise the area and increase the potential vegetation to reduce erosion risk.
for erosion, or
(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
State development assessment provisions Module 10 — Coastal protection 10.1 Tidal works, or development in the coastal management district state code
6 July 2015 V1.6 Page 3 of 16
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