engineering · 132001.210327.1

                                                   CLIENT:        Peter Flavel                                       PROJECT #: 240572                BORE
                                                   PROJECT: Proposed Renovations                                     LOGGED:     EJ                   3
                                                   ADDRESS: 2/27 Ross Crescent, Sunshine Beach                       EASTING:    511051 m             TEST DATE:
                                                                                                                                                       19/08/2024
                                                   DRILL RIG: Hand Auger                                             NORTHING: 7078883 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


                                                                                                                                                            1


                                                                                                                                                            0


                                                                                                                                                            0


                                                                                                                                                            0


                                                                                                                                                            0


                                                                                                                                                            1
        1
                                                                                                                                                            1


                                                                                                                                                            1


                                                                                                                                                            2


                                                                                                                                                           20




                             1.5 Bore Terminated at 1.5 m.
                                    Refusal - Possible Footing




        2




        3




        4




        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
       U50   - Undisturbed Sample (mm)                                                                                       - Perched Groundwater Level