Slope Stability Report (4) · EXE22/0020

Specialists in transport geotechnics

3 EXISTING SITE CONDITIONS
Information on existing site conditions during this initial assessment have been gathered from the
following information sources:
   •    Desktop study
   •    Non-intrusive site investigation comprising of a site walkover and assessment.
Refer below for summary details.

3.1 Desktop Study
A desktop study has been conducted to examine and report available geotechnical information
associated with the proposed development and surrounds. Refer below for details.

3.1.1 Detailed Surface Geology
With reference to Queensland Governments “GeoResGlobe” 1:100,000 scaled detailed surface
geological mapping, Figure 4 below identifies the surrounding geology of the proposed site (24
Lyrebird Court). The overlay indicates the property is overlain by Holocene period blowout dunes
and quartz sand (Qhd/2).



                            Proposed                 Qcw
                            Development




              Qhd/2




  Qpt



Figure 4: 1:100,000 Site Geology taken from GeoResGlobe




9 August 2022                      CGC-SR-2022-012-R01-Rev01                               Page 8