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H - Revised Integrated Water Management Plan by Cardno (inc MUSIC file) (13.09.19)
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Integrated Water Management Plan
Noosa Marketplace : 2-20 HOFMANN DRIVE
Table 7-4 Flooding Impacts (m)
Flooding Impacts (m)
Location 39% AEP 20% AEP 10% AEP 5% AEP 2% AEP 1% AEP
P1 -0.08 0.01 0.06 0.07 0.05 0.06
P2 0.00 0.01 0.19 0.22 0.16 0.19
P3 0.00 0.00 0.00 0.00 0.00 0.00
P4 0.00 0.00 0.14 0.19 0.16 0.20
P5 -0.03 -0.02 -0.04 -0.04 -0.04 -0.04
P6 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03
P7 -0.03 -0.03 -0.02 -0.02 -0.01 -0.03
P8 0.01 -0.04 -0.04 0.00 -0.02 0.00
P9 0.00 0.00 -0.07 -0.12 -0.12 -0.15
P10 0.03 -0.03 -0.02 0.00 -0.01 0.00
P11 0.03 -0.01 -0.02 0.00 0.00 -0.01
P12 0.04 0.03 -0.03 -0.03 -0.03 -0.04
*N/A meaning that the point of interest is out of the flood waters or located on a development building
Flood impact mapping for all events modelled is shown in Appendix C, with all results indicating a reduction in
peak flood levels along Hofmann Drive. Of particular interest is P9 with decreases of approximately 150 mm
for the 1% AEP event. At P9 depths decrease from 150 mm (Existing case) to 0 mm in the post development
case (Table 7-4). Some of the events modelled show minor impacts at off site locations. However all of these
impacts are contained within road and/or drainage reserves and therefore deemed to be not significant.
V190428 | 10 September 2019 | Commercial in Confidence 33
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