RFI -Attachment 6 - Geotechnical Investigation Report CORE

                                                                                                                                                                                                                                                                                                                                                                                        REPORT OF BOREHOLE: BH6
                                                                                                                                                                                                                                                                                                                                                       East              508711.0 m
                                                                                                                                                                                                                                                                                                                                                       North             7078049.0 m MGA94 Zone 56                                    Sheet                   1 OF 1
                                                                                                                                                                                                                               Client                            Walsh Consulting Engineers                                                            Surface RL        19.50 m AHD                                                  Logged:                 MD
                                                                                                                                                                                                                               Project                           Proposed Boutique Hotel                                                               Contractor        Core Consultants                                             Logged Date:            25/08/21
                                                                                                                                                                                                                               Location                          Resort Drive, Noosa Heads                                                             Drill Rig         Eziprobe                                                     Checked:                GH
                                                                                                                                                                                                                               Job No.                           J001390                                                                               Inclination       -90° Hole Dia. 100 mm                                        Checked Date:           30/09/21

                                                                                                                                                                                                                                              Drilling                                   Sampling                                                                                      Field Material Description




                                                                                                                                                                                                                                                                                                                              GROUP SYMBOL




                                                                                                                                                                                                                                                                                                                                                                                                           CONSISTENCY
                                                                                                                                                                                                                                PENETRATION




                                                                                                                                                                                                                                                                                                                                                                                                                                          DCP TEST




                                                                                                                                                                                                                                                                                                        RECOVERED
                                                                                                                                                                                                                                RESISTANCE




                                                                                                                                                                                                                                                                                                                                                                                                           CONDITION
                                                                                                                                                                                                                                                                                                                                                                                                           MOISTURE
                                                                                                                                                                                                                                                                                       SAMPLE OR




                                                                                                                                                                                                                                                                                                                    GRAPHIC




                                                                                                                                                                                                                                                                                                                                                                                                           DENSITY
                                                                                                                                                                                                                      METHOD




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




                                                                                                                                                                                                                                                                                       FIELD TEST
                                                                                                                                                                                                                                              WATER

                                                                                                                                                                                                                                                                DEPTH




                                                                                                                                                                                                                                                                                                                    LOG
                                                                                                                                                                                                                                                                           DEPTH                                                                                                                                         0        5           10     15        20   25
                                                                                                                                                                                                                                                                            RL
                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                           19.47                                              GP             BITUMEN (WEARING SURFACE).
                                                                                                                                                                                                                                   H                                                                                                                                                                                         * Augered to this depth before
                                                                                                                                                                                                                                                                                   DS 0.20-0.40 m                                            FILL Sandy GRAVEL (BASE): fine to coarse grained,
                                                                                                                                                                                                                                                                           0.40                                                                                                                                              commencing test
                                                                                                                                                                                                                                                                                                                                             sub-angular, brown and grey; sand fine to coarse grained.
                                                                                                                                                                                                                                                                           19.10   BDS 0.40-1.10 m                            SP
                                                                                                                                                                                                                                                                                                                                             SAND (AEOLIAN SOIL): fine to medium grained, pale grey.
                                                                                                                                                                                                                                                                                                                                                                                                                 VD          * Augered to this depth before
                                                                                                                                                                                                                                                                                                                                                                                                                             recommencing test
                                                                                                                                                                                                                                                                   1




                                                                                                                                                                                                                                                                                                                                                                                                                    D
                                                                                                                                                                                                                                                                   2
                                                                                                                                                                                                                                              Not Encountered
                                                                                                                                                                                                                      ADT




                                                                                                                                                                                                                                                                                                                                                                                                            D    D/
                                                                                                                                                                                                                                                                                                                                                                                                                 VD
                                                                                                                                                                                                                                M-H

                                                                                                                                                                                                                                                                   3
CORE 2.01.1 LIB.GLB Log IS AU TEST PIT 3 J001390-WALSH-NOOSA SPRINGS-LOGS.GPJ <<DrawingFile>> 30/9/2021 11:00 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
                                                                                                                                                                                                                                                                                                                                                                                                                 VD          recommencing test
                                                                                                                                                                                                                                                                   4




                                                                                                                                                                                                                                                                            5.00
                                                                                                                                                                                                                                                                   5
                                                                                                                                                                                                                                                                                                                                             Hole Terminated at 5.00 m
                                                                                                                                                                                                                                                                                                                                             Target depth
                                                                                                                                                                                                                                                                                                                                             Backfilled on completion

                                                                                                                                                                                                                                                                                                                                                   Sketch & Other Observations




                                                                                                                                                                                                                                                                               This report must be read in conjunction with accompanying notes and abbreviations. It has been prepared for geotechnical
                                                                                                                                                                                                                                                                              purposes only, without attempt to assess 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.