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PA2906-Coastal Hazard Assessment-R1 · MCU21/0212
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Internal use only Figure 16 100-year ARI storm profile (Vellinga, 1983) at 66 Seaview Terrace for current climate Figure 17 and Table 5 present the results of the modelled storm erosion associated with the extreme design event. 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. 15 October 2021 66 SEAVIEW TERRACE, SUNSHINE BEACH PA2906-RHD-ZZ-XX-RP-Z-0001 24
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