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engineering · 132001.210327.1

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                                                    CLIENT:       Peter Flavel                                      PROJECT #: 240572                BORE
                                                    PROJECT: Proposed Renovations                                   LOGGED:     EJ                   1
                                                    ADDRESS: 2/27 Ross Crescent, Sunshine Beach                     EASTING:    511039 m             TEST DATE:
                                                                                                                                                      19/08/2024
                                                    DRILL RIG: Hand Auger                                           NORTHING: 7078869 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, aeolian deposit                                          1


                                                                                                                                                           0


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                                    grey mottled pale grey                                                                                                 0


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                                    medium dense                                                                                                           2


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                                    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
       U50   - Undisturbed Sample (mm)                                                                                     - Perched Groundwater Level

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