Reference Documents - MCU23 0070

                                                                                                                                                                                                                                                                                                                                                   REPORT OF HAND AUGER BOREHOLE: BH2
                                                                                                                                                                                                                                                                                                                                                     East           510998.0 m
                                                                                                                                                                                                                                                                                                                                                     North          7079376.0 m MGA94 Zone 56                                          Sheet               1 OF 1
                                                                                                                                                                                                                             Client                            Cambooya Pty Ltd                                                                      Surface RL     15.90 m AHD                                                        Logged:             BH
                                                                                                                                                                                                                             Project                           Mixed-Use Development                                                                 Contractor     Core Consultants Pty Ltd                                           Logged Date:        09/02/23
                                                                                                                                                                                                                             Location                          36-38 Duke Street, Sunshine Beach                                                     Drill Rig      Hand Auger                                                         Checked:            GAH
                                                                                                                                                                                                                             Job No.                           J001873                                                                               Inclination    -90° Hole Dia. 50 mm                                               Checked Date:       22/02/23

                                                                                                                                                                                                                                            Drilling                                   Sampling                                                                                     Field Material Description




                                                                                                                                                                                                                                                                                                                            GROUP SYMBOL




                                                                                                                                                                                                                                                                                                                                                                                                           CONSISTENCY
                                                                                                                                                                                                                              PENETRATION




                                                                                                                                                                                                                                                                                                      RECOVERED
                                                                                                                                                                                                                                                                                                                                                                                                                                           DCP TEST
                                                                                                                                                                                                                              RESISTANCE




                                                                                                                                                                                                                                                                                                                                                                                                           CONDITION
                                                                                                                                                                                                                                                                                                                                                                                                           MOISTURE
                                                                                                                                                                                                                                                                                    SAMPLE OR




                                                                                                                                                                                                                                                                                                                  GRAPHIC
                                                                                                                                                                                                                    METHOD




                                                                                                                                                                                                                                                                                                                                                                                                           DENSITY
                                                                                                                                                                                                                                                                                                                                                    SOIL/ROCK MATERIAL DESCRIPTION                                                      Blows per 100 mm
                                                                                                                                                                                                                                                              (metres)
                                                                                                                                                                                                                                            WATER




                                                                                                                                                                                                                                                                                    FIELD TEST
                                                                                                                                                                                                                                                              DEPTH




                                                                                                                                                                                                                                                                                                                  LOG
                                                                                                                                                                                                                                                                         DEPTH                                                                                                                                           0         5           10     15    20   25
                                                                                                                                                                                                                                                                          RL
                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                         15.90                                              SM             TOPSOIL Silty SAND: fine grained, dark brown; grass rootlets.



                                                                                                                                                                                                                                                                          0.40
                                                                                                                                                                                                                                                                                                                                                                                                                  L
                                                                                                                                                                                                                                                                         15.50                                              SP             SAND (AEOLIAN) trace silt: fine grained, brown.
                                                                                                                                                                                                                                  L
                                                                                                                                                                                                                                            Not Encountered
                                                                                                                                                                                                                    HA




                                                                                                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                                                                                                                                                                                                                                                                                                 MD /
                                                                                                                                                                                                                                                                                                                                                                                                                  D
                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                              M-H                                                                                                                                                                                 D
                                                                                                                                                                                                                                                                          1.20
                                                                                                                                                                                                                                                                         14.70                                                             Dark brown; tending to indurated sand.
                                                                                                                                                                                                                                                                                                                                                                                                                             >20
                                                                                                                                                                                                                                 H                                                                                                                                                                               VD

                                                                                                                                                                                                                                                                          1.60
                                                                                                                                                                                                                                                                                                                                           Hole Terminated at 1.60 m
                                                                                                                                                                                                                                                                                                                                           Practical Refusal
                                                                                                                                                                                                                                                                                                                                           Backfilled

                                                                                                                                                                                                                                                                 2
CORE 2.01.1 LIB.GLB Log IS AU BOREHOLE 3 J001873-UNIT DEVELOPMENT-BH1-2.GPJ <<DrawingFile>> 21/2/2023 15:53 10.02.00.04 Datgel Lab and In Situ Tool - DGD | Lib: Core 2.01.1 2020-05-19 Prj: Core 2.00 2020-03-24




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                                                                                                                                                                                                                                                                              This report must be read in conjunction with accompanying notes and abbreviations. It has been prepared for geotechnical
                                                                                                                                                                                                                                                                            purposes only, without attempt to consider possible contamination. Any references to potential contamination are for information
                                                                                                                                                                                                                                                                                          only and do not necessarily indicate the presence or absence of soil or groundwater contamination.