RFI -Attachment 6 - Geotechnical Investigation Report CORE

                                                                                                                                                                                                                                                                                                                                                    REPORT OF HAND AUGER BOREHOLE: HA1
                                                                                                                                                                                                                                                                                                                                                        East             508724.0 m
                                                                                                                                                                                                                                                                                                                                                        North            7078040.0 m MGA94 Zone 56                                     Sheet               1 OF 1
                                                                                                                                                                                                                               Client                            Walsh Consulting Engineers                                                             Surface RL       25.00 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
                                                                                                                                                                                                                                                                0.0
                                                                                                                                                                                                                                                                                                                              SP             FILL SAND (TOPSOIL) trace silt trace gravel: fine to medium
                                                                                                                                                                                                                                                                           0.10
                                                                                                                                                                                                                                                                           24.90   DS 0.10-1.10 m                             SP             grained, dark grey, brown and pale grey; gravel fine to coarse
                                                                                                                                                                                                                                                                                                                                             grained, sub-rounded; organics, rootlets up to 4 mm in diameter.           L
                                                                                                                                                                                                                                                                                                                                             FILL SAND trace silt: fine to medium grained, pale grey and grey;
                                                                                                                                                                                                                                                                                                                                             occassional organics and rootlets up to 4 mm in diameter.


                                                                                                                                                                                                                                                                0.5
                                                                                                                                                                                                                                                                                                                                                                                                                       MD /
                                                                                                                                                                                                                                                                                                                                                                                                                        D
                                                                                                                                                                                                                                              Not Encountered
                                                                                                                                                                                                                      HA




                                                                                                                                                                                                                                   H                                                                                                                                                                              D
                                                                                                                                                                                                                                                                1.0
                                                                                                                                                                                                                                                                           1.10
                                                                                                                                                                                                                                                                           23.90                                              SP             SAND (POSSIBLY AEOLIAN SOIL): fine to medium grained, pale
                                                                                                                                                                                                                                                                                   DS 1.20-1.90 m                                            grey and pale brown.
                                                                                                                                                                                                                                                                                                                                                                                                                       L/
                                                                                                                                                                                                                                                                                                                                                                                                                       MD

                                                                                                                                                                                                                                                                1.5
CORE 2.01.1 LIB.GLB Log IS AU BOREHOLE 3 J001390-WALSH-NOOSA SPRINGS-LOGS.GPJ <<DrawingFile>> 30/9/2021 10:59 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




                                                                                                                                                                                                                                                                            1.90
                                                                                                                                                                                                                                                                                                                                             Hole Terminated at 1.90 m
                                                                                                                                                                                                                                                                2.0                                                                          Hole Collapsing
                                                                                                                                                                                                                                                                                                                                             Backfilled on completion




                                                                                                                                                                                                                                                                2.5




                                                                                                                                                                                                                                                                3.0




                                                                                                                                                                                                                                                                3.5




                                                                                                                                                                                                                                                                4.0




                                                                                                                                                                                                                                                                4.5




                                                                                                                                                                                                                                                                5.0




                                                                                                                                                                                                                                                                5.5
                                                                                                                                                                                                                                                                               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.