Geotechnical Investigation

                                                                                                                                                                                                                                                                                                                                                                                                                                              Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                                                    BH1
                                                                                                                                                                                                                                                                                                                                                                                                                                             Page 1 of 1

                                                                                                                                                                                                            Engineering Log - Borehole                                                                                                                                     Project No.:                    22239

                                                                                                                                                                                                                 Client:                                      Calile Malouf Investments                                                                                    Commenced:                      21/6/2022
                                                                                                                                                                                                                 Project Name:                                Calile Hotel Noosa Development                                                                               Completed:                      22/6/2022
                                                                                                                                                                                                                 Hole Location:                               3-7 Serenity Close, Noosa Heads                                                                              Logged By:                      MS
                                                                                                                                                                                                                 Hole Position:                               508474.0 m E 7080671.5 m N 56J                                                                               Checked By:                     MCC
                                                                                                                                                                                                                 Drill Model and Mounting:                                    4WD Auger                                                   Inclination: -90°                RL Surface:                No survey
                                                                                                                                                                                                                 Hole Diameter:                                               100 mm                                                      Bearing:     360°                Datum:                     AHD             Operator:          Tectonic

                                                                                                                                                                                                                                    Drilling Information                                                                                                 Material Description and Observations




                                                                                                                                                                                                                                                                                                                                                                                   Relative Density
                                                                                                                                                                                                                                                                                                           Classification
                                                                                                                                                                                                                                                                                                                                                                                                         Pocket                          DCP TEST
                                                                                                                                                                                                                     Penetration




                                                                                                                                                                                                                                                                                                                                                                                   Consistency
                                                                                                                                                                                                                                                                                             Graphic Log


                                                                                                                                                                                                                                                        Samples                                                                             Material Description                                                                    (AS 1289.6.3.2-1997)
                                                                                                                                                                                                                                                                                                                                                                                                      Penetrometer
                                                                                                                                                                                                                                                                   Recovery




                                                                                                                                                                                                                                                                                                                                                                                   Condition
                                                                                                                                                                                                                                                         Tests                                                                soil type: plasticity or particle characteristics,




                                                                                                                                                                                                                                                                                                                                                                                   Moisture
                                                                                                                                                                                                                                                                                                                                                                                                          UCS                        Blows per 100 mm
                                                                                                                                                                                                                                                                                                           Symbol
                                                                                                                                                                                                            Method




                                                                                                                                                                                                                                                        Remarks                                                                secondary and minor components, colour
                                                                                                                                                                                                                                   Water




                                                                                                                                                                                                                                                                               RL    Depth                                                                                                               (kPa)
                                                                                                                                                                                                                                                                               (m)    (m)                                                                                                                             0       5        10      15     20   25




                                                                                                                                                                                                                                                                                                                                                                                                      100
                                                                                                                                                                                                                                                                                                                                                                                                      200
                                                                                                                                                                                                                                                                                                                                                                                                      300
                                                                                                                                                                                                                                                                                                                                                                                                      400
                                                                                                                                                                                                                                                                                                                                                                                                      500
                                                                                                                                                                                                                                                                                                                            Gravelly SAND (FILL), fine to medium grained,
                                                                                                                                                                                                                                                                                                              SP            fine to medium sized gravel, grey and pale grey                   L
                                                                                                                                                                                                                                                                                                                            SAND, fine to medium grained, pale grey
                                                                                                                                                                                                                                                                                                                            (AEOLIAN)

                                                                                                                                                                                                                                                     DS
                                                                                                                                                                                                                                                     0.7-1m
                                                                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                                                                                                                                                                            MD




                                                                                                                                                                                                                                                                                       2
TECTONIC 3.00.2 LIB.GLB Log 1 TECTONIC BOREHOLE 22239.GPJ <<DrawingFile>> 15/7/2022 09:37 10.02.00.04 Datgel Lab and In Situ Tool - DGD | Lib: Tectonic 3.00.2 2021-03-30 Prj: Tectonic 3.00.2 2021-03-30




                                                                                                                                                                                                                                   Not Encountered




                                                                                                                                                                                                                                                                                                                                                                                              D
                                                                                                                                                                                                            AD/T




                                                                                                                                                                                                                                                                                       3                                                                                             M




                                                                                                                                                                                                                                                                                                                                                                                                                          Augered to 4.2m

                                                                                                                                                                                                                                                                                       4




                                                                                                                                                                                                                                                                                                                                                                                                                          20/90mm
                                                                                                                                                                                                                                                                                                                                                                                                                          Refusal
                                                                                                                                                                                                                                                                                                                                                                                             VD                           Augered to 5.7m

                                                                                                                                                                                                                                                                                       5




                                                                                                                                                                                                                                                                                                                                                                                                                          >20
                                                                                                                                                                                                                                                                                                                                                                                                                          Refusal
                                                                                                                                                                                                                                                                                       6
                                                                                                                                                                                                                                                                                                                            Hole Terminated at 6.00 m
                                                                                                                                                                                                                                                                                                                            Target depth




                                                                                                                                                                                                                      Method                                            Penetration                                         Water                    Samples and Tests                         Moisture Condition                 Consistency/Relative Density
                                                                                                                                                                                                                 AD/T-Auger Drilling TC Bit                                      VE - Very Easy         Level (Date)                          U## - Undisturbed Sample (## mm)                     D - Dry                           VS - Very Soft
                                                                                                                                                                                                                 AD/V-Auger Drilling V Bit                                       E - Easy                                                     DS - Disturbed Sample                                M - Moist                         S - Soft
                                                                                                                                                                                                                 RT - Rotary Tri-cone Bit                                                               Inflow                                BDS - Bulk Disturbed Sample                          W - Wet                           F    - Firm
                                                                                                                                                                                                                 RD - Rotary Drilling                                            F - Firm                                                     SPT - Standard Penetration Test                                                        VSt - Very Stiff
                                                                                                                                                                                                                                                                                                        Partial Loss
                                                                                                                                                                                                                 NMLC -Rock Core                                                 H - Hard                                                                                                                                            H - Hard
                                                                                                                                                                                                                                                                                 VH - Very hard        Complete Loss
                                                                                                                                                                                                                 HA - Hand Auger                                                                                                                                                                      Plastic Limit                  VL - Very Loose
                                                                                                                                                                                                                                                                               Graphic Log/Core Loss                                                                                                                                 L    - Loose
                                                                                                                                                                                                                                                                                                                                                   Classification Symbols and                            < PL                        MD - Medium Dense
                                                                                                                                                                                                                                                                                  Core recovered (hatching                                              Soil Descriptions
                                                                                                                                                                                                                                                                                  indicates material)                                                                                                    = PL                        D - Dense
                                                                                                                                                                                                                                                                                                                                                      Based on Unified Soil                              < PL                        VD - Very Dense
                                                                                                                                                                                                                                                                                  Core loss                                                                                                                                          Fr - Friable
                                                                                                                                                                                                                                                                                                                                                      Classification System