Slope Stability Report (4) · EXE22/0020

Specialists in transport geotechnics

3.2 Site Inspection/Investigation
A site walkover was conducted by a CGC geotechnical engineer on the 27th July 2022 to
understand the condition of the proposed development site.
No intrusive geotechnical field investigation or testing was undertaken during the site visit.
The site slopes from South to North with the house located on the elevated southern section of
the property directly off Lyrebird Court. From the house platform the site is terraced with a
number of retaining walls, with rendered block walls around the house area and timber sleeper
walls down the slope. The terraces are generally near level and well grassed with some shrubs
and larger trees located throughout.
The lowest terrace had minimal ground cover and was generally shaded by the larger trees
surrounding it. This area was covered with palm fronds and branches on the sand and the
fencing on the northern boundary was leaning showing signs of surficial movement in the area.
The current site conditions are reflected in following series of site photos below in figure 6.
Figure 6: Site Photos -27/07/2022




 Photo 1: Deck extension and spa location adjacent to existing   Photo 2: Deck extension and spa location adjacent to existing
 pool                                                            pool




9 August 2022                               CGC-SR-2022-012-R01-Rev01                                                Page 10