SUPERSEDED Compiled Reference Document - MCU24 0153 & OPW24 0202 (As Published)

                                                                                                                                                                                                                                                                                                                                                                                                                                           Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                                             BH2A
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                                                                                                                                                                                                                   Engineering Log - Borehole                                                                                                                                   Project No.:                     24265

                                                                                                                                                                                                                        Client:                                       Archend                                                                                                   Commenced:                       6/9/2024
                                                                                                                                                                                                                        Project Name:                                 Proposed Unit Development                                                                                 Completed:                       6/9/2024
                                                                                                                                                                                                                        Hole Location:                                51 Elanda Street, Sunshine Beach                                                                          Logged By:                       BC
                                                                                                                                                                                                                        Hole Position:                                510882.0 m E 7079259.0 m N MGA2020 Zone 56                                                                Checked By:                      DP
                                                                                                                                                                                                                        Drill Model and Mounting:                                      4WD Auger                                                Inclination: -90°               RL Surface:                 No survey
                                                                                                                                                                                                                        Hole Diameter:                                                 100 mm                                                   Bearing:     360°               Datum:                      AHD       Operator:       WD

                                                                                                                                                                                                                                            Drilling Information                                                                                               Material Description and Observations




                                                                                                                                                                                                                                                                                                                                                                                         Relative Density
                                                                                                                                                                                                                                                                                                                  Classification
                                                                                                                                                                                                                            Penetration




                                                                                                                                                                                                                                                                                                                                                                                                              Pocket




                                                                                                                                                                                                                                                                                                                                                                                         Consistency
                                                                                                                                                                                                                                                                                                    Graphic Log


                                                                                                                                                                                                                                                                  Samples                                                                         Material Description
                                                                                                                                                                                                                                                                                                                                                                                                            Penetrometer




                                                                                                                                                                                                                                                                                                                                                                                         Condition
                                                                                                                                                                                                                                                                            Recovery




                                                                                                                                                                                                                                                                   Tests                                                            soil type: plasticity or particle characteristics,




                                                                                                                                                                                                                                                                                                                                                                                         Moisture
                                                                                                                                                                                                                                                                                                                                                                                                               UCS
                                                                                                                                                                                                                                                                                                                  Symbol
                                                                                                                                                                                                                   Method




                                                                                                                                                                                                                                                                                                                                     secondary and minor components, colour
                                                                                                                                                                                                                                          Not Encountered Water




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




                                                                                                                                                                                                                                                                                                                                                                                                             100
                                                                                                                                                                                                                                                                                                                                                                                                             200
                                                                                                                                                                                                                                                                                                                                                                                                             300
                                                                                                                                                                                                                                                                                                                                                                                                             400
                                                                                                                                                                                                                                                                                                                                                                                                             500
                                                                                                                                                                                                                                                                                                                                   Silty SAND (TOPSOIL), fine to coarse
                                                                                                                                                                                                                                                                                                                                   grained, brown, with organics
                                                                                                                                                                                                                                                                                                                                   Silty SAND (FILL), fine to coarse grained,
                                                                                                                                                                                                                                                                                                                    SP                                                                     M        L
                                                                                                                                                                                                                   HA




                                                                                                                                                                                                                                                                                                                                   brown
                                                                                                                                                                                                                                                                                                                                   SAND, fine to medium grained, grey,
                                                                                                                                                                                                                                                                                                                                   (AEOLIAN)
                                                                                                                                                                                                                                                                                              1
                                                                                                                                                                                                                                                                                                                                   becoming pale grey
                                                                                                                                                                                                                                                                                                                                   Hole Terminated at 1.00 m
                                                                                                                                                                                                                                                                                                                                   Target depth



                                                                                                                                                                                                                                                                                              2
       TECTONIC 3.00.2 LIB.GLB Log 1 TECTONIC BOREHOLE 24265.GPJ <<DrawingFile>> 24/9/2024 13:59 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




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                                                                                                                                                                                                                             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: 23376055
Version: 1, Version Date: 28/11/2024