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Compiled Reference Documents - MCU20/0084.01 (As Published)
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ABN: 26 602 913 673
E: [email protected]
P: (07) 5568 0180
A: 5/10-12 Claude Boyd Parade,
Bells Creek, QLD, 4551
protestengineering.com
Table 3 – Landslide Susceptibility Analysis, using Macgregor & Taylor Method 2001 AG-Journal.
Criteria Description Level Factor
Natural Surface Slope Between 5 and 15 Low 0.5
degrees
Slope Shape Planar Moderate 0.9
Site Geology Sedimentary Moderate 1
Soils Residual soil >3m deep High 1.5
Evidence of Groundwater Minor moistness Moderate 0.9
Concentration of Surface Water Upper slope Moderate 0.9
Evidence of Instability No sign of instability Low 0.5
Relative Susceptibility
0.27
Relative Susceptibility 0.27
Hazard Rating Low
Hazard Risk Acceptance Low
Protest Engineering Reviewed By:
Sean Kelly James Tayler RPEQ#1407
Geotechnical Engineer Checking Engineer for Protest Engineering
Attachments: 1: Hillside Construction
2: Effluent and Surface Water Disposal
Attachment 1 – Hillside Construction (As per AGS):
PTP/03499 – 328 Upper Pinbarren Road, Upper Pinbarren (Mango Tree Cabin) 13 July 2019
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