Reference Document - Geotech Report - MCU24 0094 · MCU24/0094

                                                                                                                                                                                                                                                                                                                                                                                                                                              Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                                                    BH3
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                                                                                                                                                                                                            Engineering Log - Borehole                                                                                                                                     Project No.:                    24096

                                                                                                                                                                                                                 Client:                                     33 Ross Crescent Pty Ltd                                                                                      Commenced:                      3/4/2024
                                                                                                                                                                                                                 Project Name:                               Proposed Residence                                                                                            Completed:                      3/4/2024
                                                                                                                                                                                                                 Hole Location:                              33 Ross Crescent, Sunshine Beach                                                                              Logged By:                      BC
                                                                                                                                                                                                                 Hole Position:                              511145.3 m E 7078752.5 m N MGA2020 Zone 56                                                                    Checked By:                     JPM
                                                                                                                                                                                                                 Drill Model and Mounting:                                   Hand Auger                                                   Inclination: -90°                RL Surface:                4.30 m
                                                                                                                                                                                                                 Hole Diameter:                                              65 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
                                                                                                                                                                                                                                                                                                                                                                                                      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
                                                                                                                                                                                                                                                                                                              SP            SAND, fine to medium grained, pale yellow, pale                                               HW
                                                                                                                                                                                                                                                                                                                            brown, trace silt (AEOLIAN)
                                                                                                                                                                                                                                                                              3.3




                                                                                                                                                                                                                                                                                       1                                                                                                     VL
                                                                                                                                                                                                                                                     DS1.0-1.5m
                                                                                                                                                                                                                                   Not Encountered




                                                                                                                                                                                                                                                                                                                                                                                     M
                                                                                                                                                                                                            HA
TECTONIC 3.00.2 LIB.GLB Log 1 TECTONIC BOREHOLE 24096.GPJ <<DrawingFile>> 13/5/2024 10:29 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




                                                                                                                                                                                                                                                                              2.3




                                                                                                                                                                                                                                                                                       2

                                                                                                                                                                                                                                                                                                                                                                                              L




                                                                                                                                                                                                                                                                                                                                                                                            MD
                                                                                                                                                                                                                                                                              1.3




                                                                                                                                                                                                                                                                                       3
                                                                                                                                                                                                                                                                                                                            Hole Terminated at 3.00 m
                                                                                                                                                                                                                                                                                                                            Slow progress due to collapsing sands
                                                                                                                                                                                                                                                                              0.3




                                                                                                                                                                                                                                                                                       4


                                                                                                                                                                                                                                                                                                                                                                                                                          15/50mm
                                                                                                                                                                                                                                                                              -0.7




                                                                                                                                                                                                                                                                                       5




                                                                                                                                                                                                                      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