Reference Document - Geotech Report 132001.210327.1

                                                           CLIENT:       Peter Flavel                                       PROJECT #: 240572                BORE
                                                           PROJECT: Proposed Renovations                                    LOGGED:     EJ                   2
                                                           ADDRESS: 2/27 Ross Crescent, Sunshine Beach                      EASTING:    511043 m             TEST DATE:
                                                                                                                                                              19/08/2024
                                                           DRILL RIG: Hand Auger                                            NORTHING: 7078873 m

                                                                                                                                          Sampling & Testing
                     Graphic Log




                                                                                                                                                                           DCP Results
                                                                                Material Description                                             Results &
                                                                                                                                       Type                            (blows per 100 mm)
                                                                                                                                                 Comments
                                   Water




         RL Depth
         (m) (m)                                                                                                                                                         5   10   15   20
                                           SAND (SP): very loose, fine to medium sand, pale grey, moist, inferred aeolian deposit                                  1


                                                                                                                                                                   0


                                                                                                                                                                   0


                                           grey mottled pale grey                                                                                                  0


                                                                                                                                                                   0


                                                                                                                                                                   1


                                                                                                                                                                   0


                                                                                                                                                                   0


                                                                                                                                                                   0


                                                                                                                                                                   1
                 1
                                                                                                                                                                   0


                                                                                                                                                                   0


                                                                                                                                                                   1


                                                                                                                                                                   1


                                                                                                                                                                   1


                                                                                                                                                                   1


                                                                                                                                                                   1


                                                                                                                                                                   1


                                           medium dense                                                                                                            2


                                                                                                                                                                   2
                 2
                                                                                                                                                                   2


                                                                                                                                                                   2


                                                                                                                                                                   3


                                                                                                                                                                   3


                                                                                                                                                                   3


                                                                                                                                                                   3


                                                                                                                                                                   4


                                                                                                                                                                   3


                                                                                                                                                                   4


                                                                                                                                                                   4
                 3
                                                                                                                                                                   4


                                                                                                                                                                   4


                                                                                                                                                                   4


                                                                                                                                                                   5


                                                                                                                                                                   5


                                                                                                                                                                   5


                                                                                                                                                                   5


                                                                                                                                                                   5


                                                                                                                                                                   6


                                                                                                                                                                   7
                 4
                                                                                                                                                                   7


                                                                                                                                                                  10


                                                                                                                                                                  10


                                           dense                                                                                                                  10


                                                                                                                                                                  10


                                    4.5 Bore Terminated at 4.5 m.
                                           Limit of Investigation.




                 5



        DRILLING METHOD: Hand Auger                                                                                                                CASING: Nil
        GROUNDWATER: No groundwater seepage observed at time of drilling.
        REMARKS: Bore Terminated.

                                                                                              LEGEND:
                  D - Disturbed Sample from Auger                                SPT - Standard Penetration Test                    - Groundwater Seepage Level
                  B - Bulk Sample from Auger                                     Is50 - Point Load Result (MPa)                     - Standing Groundwater Level
                  C - Rock Core                                                  PP - Pocket Penetrometer (kPa)                     - Partial Groundwater Loss
Document Set ID:U23245591
                   50 - Undisturbed Sample (mm)                                                                                     - Perched Groundwater Level
Version: 1, Version Date: 16/09/2024