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PA2906-Coastal Hazard Assessment-R1 · MCU21/0212
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10 years of such a planning period, there is only a 10% probability of occurrence
of the design storm. Thus, the risk of a storm breaching the entire erosion prone
area at some time during the 100-year period will be significantly less than 63%.”
BMT (2018) adopted a combination of a 100-year ARI Storm Tide level and 100-year ARI significant wave
height as the design storm event for the reassessment of erosion prone areas with Noosa Shire Council.
It should be noted that the joint probability of a combined 100-year ARI storm tide and 100-year ARI
significant wave height is likely to greater than a 100-year ARI storm event. This combination of design
storm tide level and wave height will be adopted for the site-specific reassessment of the erosion prone
area reported herein.
An additional assessment of short-term erosion will be undertaken for a more extreme event to assess the
vulnerability of the proposed house and pool to assist with foundation design. The design parameters for
the assessment of the short-term beach erosion and scenarios are presented in Table 4.
Table 4 Design Storm Events for Short-term Beach Erosion Assessment
Storm Event
Storm Component
100-year ARI Extreme Event
Significant Wave Height 6.2m 6.2m
Storm Tide 1.74m AHD 1.84m AHD
Sea Level Rise - 0.8m
Figure 16 and Table 5 present the results of the modelled storm erosion associated with the above 100-
year ARI design storm event. This shows storm erosion of 51 metres measured from HAT position on the
current beach profile (pre-storm profile) to the toe of the erosion scarp.
15 October 2021 66 SEAVIEW TERRACE, SUNSHINE BEACH PA2906-RHD-ZZ-XX-RP-Z-0001 23
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