Geotechnical Investigation

                                                                                                                                                                                                                                                                                                                                                                                                                                                Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                                                      BH9
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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:                                 508628.9 m E 7080729.5 m N 56J                                                                               Checked By:                     MCC
                                                                                                                                                                                                                 Drill Model and Mounting:                                      Hand 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
                                                                                                                                                                                                                                                                                                               SM             Silty SAND, fine grained, dark grey, with organics                                            HW
                                                                                                                                                                                                                                                                                                                              (NATURAL)
                                                                                                                                                                                                                                                                                                                                                                                               VL


                                                                                                                                                                                                                                                                                                                SP            SAND, fine to medium grained, pale grey
                                                                                                                                                                                                                                                                                                                              (AEOLIAN)
                                                                                                                                                                                                                                                                                                                                                                                                L
                                                                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                   Not Encountered




                                                                                                                                                                                                                                                     DS
                                                                                                                                                                                                                                                     1.5-1.8m
                                                                                                                                                                                                                                                                                                                                                                                       M
                                                                                                                                                                                                            HA




                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                                                                                                                              MD
TECTONIC 3.00.2 LIB.GLB Log 1 TECTONIC BOREHOLE 22239.GPJ <<DrawingFile>> 15/7/2022 09:38 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




                                                                                                                                                                                                                                                                                         3


                                                                                                                                                                                                                                                                                                                                                                                                D
                                                                                                                                                                                                                                                                                                                                                                                                                            Augered to 3.5m
                                                                                                                                                                                                                                                                                                                              Hole Terminated at 3.50 m
                                                                                                                                                                                                                                                                                                                              Target depth


                                                                                                                                                                                                                                                                                         4




                                                                                                                                                                                                                                                                                                                                                                                                                            >20
                                                                                                                                                                                                                                                                                                                                                                                                                            Refusal


                                                                                                                                                                                                                                                                                         5




                                                                                                                                                                                                                                                                                         6




                                                                                                                                                                                                                      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