Reference Documents - MCU23 0070

                                                                                                                                                                                                                                                                                                                                                                                      REPORT OF BOREHOLE: BH1
                                                                                                                                                                                                                                                                                                                                                     East            510993.0 m
                                                                                                                                                                                                                                                                                                                                                     North           7079386.0 m MGA94 Zone 56                                        Sheet                  1 OF 1
                                                                                                                                                                                                                             Client                            Cambooya Pty Ltd                                                                      Surface RL      18.36 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       Edson CP1                                                        Checked:               GAH
                                                                                                                                                                                                                             Job No.                           J001873                                                                               Inclination     -90° Hole Dia. 100 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
                                                                                                                                                                                                                                                                         18.36                                              SP             TOPSOIL SAND trace silt trace gravel: fine grained, brown;
                                                                                                                                                                                                                                                                                                                                           gravel fine to medium grained, sub-angular; grass rootlets.             L
                                                                                                                                                                                                                                                                          0.20
                                                                                                                                                                                                                                                                         18.16                                              SP             SAND (AEOLIAN) trace silt trace gravel: fine grained, brown to
                                                                                                                                                                                                                                                                                                                                           pale brown; gravel fine to medium grained, sub-angular.

                                                                                                                                                                                                                                                                                                                                                                                                              D   MD


                                                                                                                                                                                                                                  L

                                                                                                                                                                                                                                                                                                                                                                                                                              Augered to this depth before
                                                                                                                                                                                                                                                                          1.00                                                                                                                                                commencing test
                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                                                         17.36                                              SP             SAND (AEOLIAN) with silt: fine grained, dark grey; tending to
                                                                                                                                                                                                                                                                                                                                           indurated sand.



                                                                                                                                                                                                                                                                          1.50
                                                                                                                                                                                                                                                                         16.86                                              SP             SAND (AEOLIAN) with silt: fine grained, dark grey; weakly
                                                                                                                                                                                                                                                                                                                                           cemented.




                                                                                                                                                                                                                                                                 2
CORE 2.01.1 LIB.GLB Log IS AU BOREHOLE 3 J001873-UNIT DEVELOPMENT-BH1-2.GPJ <<DrawingFile>> 21/2/2023 15:52 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




                                                                                                                                                                                                                                                                                                                                                                                                                              Augered to this depth before
                                                                                                                                                                                                                                                                                                                                                                                                             D-               recommencing test
                                                                                                                                                                                                                                                                                                                                                                                                             M


                                                                                                                                                                                                                                 M
                                                                                                                                                                                                                                            Not Encountered
                                                                                                                                                                                                                    ADT




                                                                                                                                                                                                                                                                 3




                                                                                                                                                                                                                                                                                                                                                                                                                  VD




                                                                                                                                                                                                                                                                          3.80
                                                                                                                                                                                                                                                                         14.56                                              SP             SAND (AEOLIAN) trace silt: fine to medium grained, brown
                                                                                                                                                                                                                                                                                                                                           and orange brown.
                                                                                                                                                                                                                                                                 4

                                                                                                                                                                                                                               L-M



                                                                                                                                                                                                                                                                          4.50
                                                                                                                                                                                                                                                                         13.86                                              SP             SAND (AEOLIAN) with silt: fine grained, dark grey; weakly
                                                                                                                                                                                                                                                                                                                                           cemented.


                                                                                                                                                                                                                                                                                                                                                                                                             M
                                                                                                                                                                                                                                                                 5


                                                                                                                                                                                                                                 M


                                                                                                                                                                                                                                                                          5.50
                                                                                                                                                                                                                                                                         12.86                                              SM             Silty SAND (AEOLIAN): fine grained, dark brown.




                                                                                                                                                                                                                                                                                                                                                                                                                              Augered to this depth before
                                                                                                                                                                                                                                                                          6.00                                                                                                                                                recommencing test
                                                                                                                                                                                                                                                                 6
                                                                                                                                                                                                                                                                                                                                           Hole Terminated at 6.00 m
                                                                                                                                                                                                                                                                                                                                           Target depth
                                                                                                                                                                                                                                                                                                                                           Backfilled




                                                                                                                                                                                                                                                                              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.