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RFI - PA2906-Coastal Hazard Assessment-R2 · MCU21/0212
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Internal use only 6.1.4 Dune Scarp Component The methodology for calculating the erosion prone area includes an allowance for slumping of the frontal dune following a short-term erosion event. The angle of repose for dry sand is 35o and this has been used to determine the dune scarp component of the erosion prone area. The short-term erosion calculations shown in Figure 16 and Table 5 indicate a dune scarp of approximately 2 metre and this would result in erosion due to slumping of approximately 4 metres. 6.1.5 Summary of the Erosion Prone Area Reassessment The erosion prone area reassessment for this appeal has been undertaken in accordance with the Department of Environment and Heritage Protection (2013) requirements with a planning period of 100 years to accommodate the asset lifespan of the proposed house. We have also considered the effect of shoreline recession due to 0.8 metres of sea level rise, short-term erosion associated with a 100-year ARI storm event and dune scarp recession. The site-specific erosion prone area calculated for the site is 91 metres measured from the seaward toe of the frontal dune. The components of the erosion prone area for 66 Seaview Terrace, Sunshine Beach are presented in Table 7 and the spatial extents are shown in Figure 21. Table 7 Reassessed Erosion Prone Area for 66 Seaview Terrace, Sunshine Beach Erosion Prone Area Component Value Long-term Erosion (m) 0 Short-term Erosion (m) 58 Recession due to 0.8m SLR (m) 11 Safety Factor 1.4 Dune scarp slumping (m) 4 Erosion prone area Width (m) 101 15 October 2021 66 SEAVIEW TERRACE, SUNSHINE BEACH PA2906-RHD-ZZ-XX-RP-Z-0001 30
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