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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
changes to the depth, duration or velocity of flood waters up
to and including a 1% AEP (1:100 year ARI) flood event.
O15 Development does not result in adverse S15.1 No solution provided R15 Not Applicable
impacts on people’s safety and capacity to While the site is subject to flood hazard designations, the proposed
use land within floodplains. development is not within a flood hazard area.
Refer to Appendix E – Engineering Report.
Hazardous materials
O16 Public safety and the environment are not S16.1 Hazardous materials are manufactured and stored above the R16.1 Complies
adversely affected by the detrimental level of a 1% AEP (1:100 year ARI flood event; No hazardous material will be manufactured or stored in bulk on the
impacts of floodwater on hazardous OR site.
materials manufactured or stored in bulk.
S16.2 Buildings or structures used for the manufacture or storage of R16.2 Not Applicable
hazardous materials are designed to prevent the intrusion of The proposed development complies with S16.1.
floodwaters up to the level of a 1% AEP (1:100 year ARI)
flood event.
Infrastructure
O17 Sewerage treatment plants maintain their S17.1 Components of the sewerage treatment plants that are likely R17 Not Applicable
function during flood events up to a 1% AEP to fail or may result in contamination are— A sewerage treatment plant is not proposed.
1:100 year ARI) flood event. a) located above the level of a 1% AEP (1:100 ARI) flood
event; or
b) are designed and constructed to exclude water inundation
or infiltration and resist hydrostatic and hydrodynamic forces
as a result of inundation.
O18 Uses are able to function effectively during S18.1 Community Uses and Infrastructure Uses are sited and R18 Complies
and immediately after flood events. constructed to ensure that floor levels are not less than the While the site is subject to flood hazard designations, the proposed
AEP (or ARI) levels identified below— development is not within a flood hazard area.
a) Emergency service facilities- 0.2% AEP (1:500 ARI); Refer to Appendix E – Engineering Report.
b) Emergency shelter- 0.5% AEP (1:200 ARI);
c) Police station- 0.5% AEP (1:200 ARI);
d) Hospital- 0.2% AEP (1:500 ARI);
e) Electricity substation- 0.2% AEP (1:500 ARI);
f) Water treatment plant- 0.2% AEP (1:500 ARI);
g) Power station- 0.5% AEP (1:200 ARI);
h) Major electrical switch yard- 0.5% AEP (1:200 ARI); and
i) Store for valuable records or items of historic or cultural
significance- 0.5% AEP ( 1:200 ARI).
O19 All lots have sufficient area that is above the S19.1 The minimum area above flood level for each lot, is in R19 Not Applicable
1% AEP (1:100 year ARI) flood level or accordance with Table 13.11; The proposed development is located above the 1% AEP regional
where modelling is not available, the AND flood level.
December 2014 Cardno HRP A54
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