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Compiled Reference Documents - MCU20/0084.01 (As Published)
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Any retaining walls within the BLE must be designed by a suitably qualified engineer and must include suitable
drainage behind the wall to prevent the build-up of hydrostatic pressure. Retaining walls must be designed
taking account of internal stability, such as sliding, overturning etc and external (global) stability.
The landslide frequency analysis is applicable to the assessed BLE only.
We trust that the above information is suitable for your present requirements. Should you have any queries,
please do not hesitate to contact the undersigned.
Written By: Reviewed By:
Connor Birss Simon Wynne (RPEQ 17390)
Undergraduate Geotechnical Engineer Senior Geotechnical Engineer
Attachments:
- Drawing 1 and 2: Nearmap Aerial Imagery (26 May 2023)
- Drawing 3: Borehole and DCP Test Location Plan
- Drawing 4: Hillside Shading Traditional (extracted from GeoResGlobe)
- Drawing 5: Surface Slope Mapping (developed from 2014 LiDAR data)
- Drawing 6: Surface topography and contour mapping developed from 2014 LiDAR
- Drawing 7: Regional Surface Geology (extracted from GeoResGlobe)
- Drawing 8: Slope cross-sections developed from 2014 LiDAR data
- Borehole and Dynamic Cone Penetrometer Test Logs
- Landslide risk assessment
- Practical Note Guidelines for Landslide Risk Management 2007, Examples of Good Hillside Practice
Australian GeoGuide LR9 (Effluent Disposal)
Gold Coast | Sunshine Coast | Melbourne | Emerald
PTP/12376 328 Upper Pinbarren Creek Road, Pinbarren 11 August 2023
Document Set ID: 22574699
Version: 1, Version Date: 07/09/2023
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