MCU25 0087 - Reference Document - Coastal Hazard Assessment (As Published)

                                                                                                                                                                                                                                                                                                                                                                                                                                             Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                                                   BH2
                                                                                                                                                                                                                                                                                                                                                                                                                                             Page 1 of 1

                                                                                                                                                                                                                    Engineering Log - Borehole                                                                                                                             Project No.:                     25289

                                                                                                                                                                                                                         Client:                                 Christian Seymour                                                                                         Commenced:                       24/9/2025
                                                                                                                                                                                                                         Project Name:                           Proposed Residence                                                                                        Completed:                       24/9/2025
                                                                                                                                                                                                                         Hole Location:                          17 The Esplande, Sunshine Beach                                                                           Logged By:                       BC
                                                                                                                                                                                                                         Hole Position:                          511206.0 m E 7079665.0 m N MGA2020 Zone 56                                                                Checked By:                      ACD
                                                                                                                                                                                                                         Drill Model and Mounting:                                Hand Auger                                               Inclination: -90°               RL Surface:                 27.00 m
                                                                                                                                                                                                                         Hole Diameter:                                           100 mm                                                   Bearing:     360°               Datum:                      AHD             Operator:       KAB

                                                                                                                                                                                                                                            Drilling Information                                                                                          Material Description and Observations




                                                                                                                                                                                                                                                                                                                                                                                    Relative Density
                                                                                                                                                                                                                                                                                                             Classification                                                                                                            DCP TEST
                                                                                                                                                                                                                             Penetration




                                                                                                                                                                                                                                                                                                                                                                                                         Pocket




                                                                                                                                                                                                                                                                                                                                                                                    Consistency
                                                                                                                                                                                                                                                                                               Graphic Log


                                                                                                                                                                                                                                                             Samples                                                                         Material Description
                                                                                                                                                                                                                                                                                                                                                                                                       Penetrometer




                                                                                                                                                                                                                                                                                                                                                                                    Condition
                                                                                                                                                                                                                                                                       Recovery




                                                                                                                                                                                                                                                              Tests                                                            soil type: plasticity or particle characteristics,




                                                                                                                                                                                                                                                                                                                                                                                    Moisture
                                                                                                                                                                                                                                                                                                                                                                                                          UCS                      Blows per 100 mm
                                                                                                                                                                                                                                                                                                             Symbol
                                                                                                                                                                                                                    Method




                                                                                                                                                                                                                                                                                                                                secondary and minor components, colour
                                                                                                                                                                                                                                           Water




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




                                                                                                                                                                                                                                                                                                                                                                                                        100
                                                                                                                                                                                                                                                                                                                                                                                                        200
                                                                                                                                                                                                                                                                                                                                                                                                        300
                                                                                                                                                                                                                                                                                                                                                                                                        400
                                                                                                                                                                                                                                                                                                                                                                                                        500
                                                                                                                                                                                                                                                                                                                              Silty SAND (FILL), fine to medium grained,
                                                                                                                                                                                                                                                                                                                              dark grey, with rootlets
                                                                                                                                                                                                                                                                                                                                                                                               L


                                                                                                                                                                                                                                                                                                               SP             SAND, fine to medium grained, grey,
                                                                                                                                                                                                                                                                                                                              (AEOLIAN)

                                                                                                                                                                                                                                                                                                                                                                                                                           Augered to 1.0m
                                                                                                                                                                                                                                                                                   26.0




                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                           Not Encountered




                                                                                                                                                                                                                                                                                                                                                                                                                           HW
                                                                                                                                                                                                                                                                                                                                                                                              VL

                                                                                                                                                                                                                                                                                                                                                                                      M
                                                                                                                                                                                                                    HA




                                                                                                                                                                                                                                                                                   25.0




                                                                                                                                                                                                                                                                                          2                                   becoming pale grey
                                                                                                                                                                                                                                                                                                                                                                                               L
       TECTONIC 3.00.2 LIB.GLB Log 1 TECTONIC BOREHOLE 25289.GPJ <<DrawingFile>> 20/10/2025 14:26 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
                                                                                                                                                                                                                                                                                   24.0




                                                                                                                                                                                                                                                                                          3
                                                                                                                                                                                                                                                                                                                              Hole Terminated at 3.00 m
                                                                                                                                                                                                                                                                                                                              Target depth
                                                                                                                                                                                                                                                                                   23.0




                                                                                                                                                                                                                                                                                          4
                                                                                                                                                                                                                                                                                   22.0




                                                                                                                                                                                                                                                                                          5
                                                                                                                                                                                                                                                                                   21.0




                                                                                                                                                                                                                                                                                          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                              < PL                      MD - Medium Dense
                                                                                                                                                                                                                                                                                     Core recovered (hatching                                         and Soil Descriptions                                                         D - Dense
                                                                                                                                                                                                                                                                                     indicates material)                                                                                                  = PL
                                                                                                                                                                                                                                                                                                                                                       Based on Unified Soil                              < PL                      VD - Very Dense
                                                                                                                                                                                                                                                                                     Core loss                                                         Classification System                                                        Fr - Friable



Document Set ID: 24631530
Version: 1, Version Date: 24/03/2026