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MCU14/0106 & OPW15/0001 Town Planning Report & Appendix A Code Compliance
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Town Planning Report
28 Eenie Creek Road, Noosaville and parts of the road reserves of Hofmann Drive and Walter Hay Drive
Specific Outcome Probable Solution Response
highest recorded flood level, to safely and S19.2 Where the existing roads servicing a development provide a Refer to Appendix E – Engineering Report.
adequately accommodate their intended specific flood immunity (as determined by Chapter 6 of the
use. Qld Transport Road and Drainage Design Manual and the
Australian Rainfall and Runoff Guide), all lots have access to
the flood free area identified in Table 13.11 that matches the
road immunity;
AND
O20 Development integrates with the natural S20.1 Flood immunity for development areas is not achieved by R20.1 Complies
landform rather than modifying the landform filling land below the 1% AEP (1:100 year ARI) flood level; or While the site is subject to flood hazard designations, the proposed
to suit the development. development is not within a flood hazard area.
Refer to Appendix E – Engineering Report.
S20.2 Where modelling is not available, flood immunity for R20.2 Not Applicable
development areas is not achieved by filling land below the The proposed development complies with S20.1.
highest recorded flood level.
O21 Filling or excavation only occurs where it No solution provided R21 Alternative Solution (as no Probable Solution is provided)
does not adversely impact on— The proposed development will not adversely impact water levels in
a) watercourses, drainage lines and adjoining watercourses or properties.
wetlands; and Refer to Appendix E – Engineering Report.
b) vegetation on land identified on
Biodiversity Overlay Maps OM1.1-OM9.1;
and
c) water levels on properties elsewhere.
December 2014 Cardno HRP A55
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