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PA2906-Coastal Hazard Assessment-R3 · MCU21/0212

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Figure 18 100-year ARI storm profile (Vellinga, 1983) at 66 Seaview Terrace for current climate


Figure 19 and Table 5 present the results of the modelled storm erosion associated with the extreme
design event (refer Table 2). This shows a storm erosion cut of 73 metres is predicted to occur and will
be used to inform slope stability assessment and foundation design by the geotechnical engineering
consultants, Tectonic Geotechnical Pty Ltd.




03 June 2022          66 SEAVIEW TERRACE, SUNSHINE BEACH                           PA2906-RHD-ZZ-XX-RP-Z-0001   27

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