RFI -Attachment 6 - Geotechnical Investigation Report CORE

                                                                                                                                                                                                                                                                                                                                                                                         REPORT OF BOREHOLE: BH1
                                                                                                                                                                                                                                                                                                                                                        East             508730.0 m
                                                                                                                                                                                                                                                                                                                                                        North            7078158.0 m MGA94 Zone 56                                   Sheet               1 OF 1
                                                                                                                                                                                                                               Client                            Walsh Consulting Engineers                                                             Surface RL       28.50 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
                                                                                                                                                                                                                                                                0.0
                                                                                                                                                                                                                                                                                                                              SP             FILL SAND (TOPSOIL) trace silt trace gravel: fine to medium              D
                                                                                                                                                                                                                                                                           0.10
                                                                                                                                                                                                                                                                           28.40   DS 0.10-0.60 m                             SP             grained, brown; gravel fine to coarse grained, sub-rounded;
                                                                                                                                                                                                                                                                                                                                             rootlets up to 3 mm in diameter.
                                                                                                                                                                                                                                                                                                                                             Possibly FILL SAND trace silt trace gravel: fine to medium
                                                                                                                                                                                                                                 L-M                                                                                                         grained, dark grey; gravel fine to coarse grained, sub-rounded;
                                                                                                                                                                                                                                                                                                                                             organics, rootlets to 4 mm diameter.
                                                                                                                                                                                                                                                                                                                                                                                                                     VD
                                                                                                                                                                                                                                                                0.5
                                                                                                                                                                                                                                                                           0.60
                                                                                                                                                                                                                                                                           27.90   DS 0.60-1.10 m                             SP             SAND (AEOLIAN SOIL): fine to medium grained, pale grey and
                                                                                                                                                                                                                                                                                                                                             grey brown.
                                                                                                                                                                                                                                              Not Encountered
                                                                                                                                                                                                                      ADT




                                                                                                                                                                                                                                                                1.0                                                                                                                                             D

                                                                                                                                                                                                                                                                                                                                                                                                                     D/
                                                                                                                                                                                                                                                                                                                                                                                                                     VD
                                                                                                                                                                                                                                   M


                                                                                                                                                                                                                                                                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




                                                                                                                                                                                                                                                                                                                                                                                                                     VD

                                                                                                                                                                                                                                                                            2.00
                                                                                                                                                                                                                                                                2.0
                                                                                                                                                                                                                                                                                                                                             Hole Terminated at 2.00 m
                                                                                                                                                                                                                                                                                                                                             Target depth
                                                                                                                                                                                                                                                                                                                                             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.