Geotechnical Investigation

                                                                                                                                                                                                                                                                                                                                                                                                                                               Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                                                     BH5
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                                                                                                                                                                                                            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:                                 508497.7 m E 7080727.8 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
                                                                                                                                                                                                                                                                                                                                                                                                                            20/70mm
                                                                                                                                                                                                                                                                                                                              Sandy GRAVEL (FILL), fine to medium sized,
                                                                                                                                                                                                                                                                                                                                                                                                                            Refusal
                                                                                                                                                                                                                                                                                                                              grey, fine to coarse grained sand                                VD                           Augered to 0.5m

                                                                                                                                                                                                                                                                                                                              Silty SAND (FILL), fine grained, dark brown
                                                                                                                                                                                                                                                                                                                SP            SAND, fine to medium grained, pale grey
                                                                                                                                                                                                                                                                                                                              (AEOLIAN)

                                                                                                                                                                                                                                                                                         1


                                                                                                                                                                                                                                                     DS
                                                                                                                                                                                                                                                     1.3-1.7m




                                                                                                                                                                                                                                                                                         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




                                                                                                                                                                                                                                                                                                                                                                                              MD                            Augered to 2.8m
                                                                                                                                                                                                                                   Not Encountered
                                                                                                                                                                                                            AD/T




                                                                                                                                                                                                                                                                                         3                                                                                             M




                                                                                                                                                                                                                                                                                                                                                                                                                            Augered to 4.2m
                                                                                                                                                                                                                                                                                         4




                                                                                                                                                                                                                                                                                                                                                                                                                            Augered to 5.8m

                                                                                                                                                                                                                                                                                         5
                                                                                                                                                                                                                                                                                                                                                                                              D to
                                                                                                                                                                                                                                                                                                                                                                                              VD




                                                                                                                                                                                                                                                                                                                                                                                                                            20/80mm
                                                                                                                                                                                                                                                                                                                                                                                                                            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