Reference Document - MCU25 0101 (As Published)

 Project No. PG-13872                                                                                           Page | 4
 August 2025
 Ref: PG-13872, 2025-08-14, GR VER 1
 Stephen & Jane Struss – Geotechnical Investigation - Proposed Residence, 28 Kingfisher Drive, Peregian Beach




                                                          SITE PHOTOGRAPHS




4.0 GEOTECHNICAL MODEL

The subsurface profile encountered in the boreholes generally consisted of a thin layer
of very loose silty sand fill at the ground surface which is underlain by sand which is
initially loose and loose to medium dense in consistency but becomes medium dense
and dense at depth. This dense sand is underlain by very dense, silty sand (weakly
cemented indurated sand) which extends to the termination of testing.

Table 1 presents a summary of the encountered subsurface profile. Detailed borehole
record sheets are appended to this report.