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Appendix I - Local Planning response
Column 1 Column 2 Assessment
Specific Outcomes Probable solutions
Development siting and design S17.1 No probable solution. Complies
O17 Development provides that for all flood events The site is protected by a sea wall at the boundary of
up to and including the defined flood event— the site adjacent to the tidal waterway. The site is not
a) the safety of people on the site is protected; fronting beach area and is protected from erosion due
b) the capacity to use land in the flood plain is not to historical works at the boundary interface.
adversely affected; and
c) the risk of damage to property on the site is There remains a risk of property damage however this
avoided or minimised as far as practicable. risk can be managed by:
AND • Moving transportable vessels and vehicles off the site
before high risk storm and tidal events;
• Storage of materials and loose items off the ground.
O18 All lots have sufficient area that is above the S18.1 The minimum area above flood level for each lot, Complies
define flood event flood level or where modelling is not is in accordance with Table 13.13; The finished floor level of the shed is higher than the
available, the highest recorded flood level, to safely AND former boat shed and therefore achieves a higher level
and adequately accommodate the intended use; of protection comparatively. There is no intensification
AND S18.2 Where the existing roads servicing a of the QFBP operation and the project does not involve
development provide a specific flood immunity (as an increase in the exposure to the natural hazard.
determined by the Qld Transport Road and Drainage
Design Manual, Queensland Urban Drainage Manual
and the Australian Rainfall and Runoff Guide), all lots
have access to the flood free area identified in Table
13.13 that matches the road immunity;
AND
O19 Development is undertaken in a manner that S19.1 Flood immunity for development areas is not Complies
ensures— achieved by filling land below the 1% AEP (1:100 year The difference in footprint area of the former boat
a) natural hydrological systems are protected; ARI) flood level; or shed compared to the new shed is approximately
b) natural landforms and drainage lines are 47m2. The impact of this structure on flood storage is
maintained to protect the hydraulic performance of S19.2 Where modelling is not available, flood immunity negligible.
waterways; and for development areas is not achieved by filling land
c) development integrates with the natural landform below the highest recorded flood level.
rather than modifying the landform to suit the
development;12
12
PSP 1 outlines information Council may request for development within an area identified as Flood Hazard Area.
P a g e | 12
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