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Geotechnical Stability Assessment · MCU19/0008
Project No. PG-2096 Page | 11 April 2019 Ref: PG-2096, 2019-02-21, GR VER 2 Andrew and Michelle Douglas – Geotechnical Stability Assessment - Proposed Residence, 22 Arakoon Crescent, Sunshine Beach 11.3 Foundations Foundations for any structure proposed to be constructed on the sloping terrain must take into account potential lateral loading due to potential soil creep. 11.4 Drainage Suitable drainage provisions are essential in the development of the overall site. Adequate subsoil and surface drainage should be incorporated in retaining walls and driveways and along the crest of the batters. Any stormwater discharge points should be suitably protected against scour and erosion. All roofwater and any other runoff from drains on the site should not be discharged on the site, but should be taken to tanks and released via piped conduits downslope and clear of the building envelope and existing fill batters. Suitable spoon drains should be provided along the top and toe of all batters and the access driveway. Subsoil drains should also be provided in areas where seepage may be encountered. 12.0 STABILITY ASSESSMENT 12.1 Landslip Frequency Analysis The following landslip frequency analysis of the proposed residence, shed platforms and immediate surrounds have been made in accordance with Taylor & MacGregor (2001) Relative Susceptibility recommended method based on the findings of this stability assessment. Landslip Frequency Analysis Relative Frequency 0.32 Hazard Rating Low 13.0 CONCLUSION Continued long term stability of the site is subject the development taking place in accordance with the recommendations in this report and relevant Australian Standards and good hillside engineering and building practices. Refer to the attached ‘Guidelines for Hillside Construction’ for general practices for hillside construction. Pacific Geotech Pty Ltd provide a service to review construction/building/development plans and it is recommended that any designer/builder utilises this service to ensure that the proposed development is in accordance with the intentions of this report.
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