Reference Document - MCU26 0001 & OPW26 0002 - AS PUBLISHED · MCU26/0001

                                                                                                                                                                                                                                                                                                                                                                                                                                      Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                                            BH1
                                                                                                                                                                                                                                                                                                                                                                                                                                      Page 1 of 1

                                                                                                                                                                                                                   Engineering Log - Borehole                                                                                                                             Project No.:                     25408

                                                                                                                                                                                                                        Client:                                 Made One Pty Ltd                                                                                          Commenced:                       19/1/2026
                                                                                                                                                                                                                        Project Name:                           Proposed Residential Unit Development                                                                     Completed:                       19/1/2026
                                                                                                                                                                                                                        Hole Location:                          17 Bottlebrush Avenue, Noosa Heads                                                                        Logged By:                       MM
                                                                                                                                                                                                                        Hole Position:                          509074.0 m E 7080441.0 m N MGA2020 Zone 56                                                                Checked By:                      OD
                                                                                                                                                                                                                        Drill Model and Mounting:                                Hand Auger                                               Inclination: -90°               RL Surface:                 No survey
                                                                                                                                                                                                                        Hole Diameter:                                           100 mm                                                   Bearing:     360°               Datum:                      AHD       Operator:        MM

                                                                                                                                                                                                                                           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
                                                                                                                                                                                                                                                                                                                             SAND (TOPSOIL), fine to coarse grained,
                                                                                                                                                                                                                                                                                                                             dark grey, with organics
                                                                                                                                                                                                                                                                                                                             SAND (FILL), fine to medium grained, grey



                                                                                                                                                                                                                                                                                                                                                                                              L




                                                                                                                                                                                                                                                                                        1

                                                                                                                                                                                                                                                                                                             SW              SAND, fine to medium grained, pale grey,
                                                                                                                                                                                                                                                                                                                             (AEOLIAN)
                                                                                                                                                                                                                                          Not Encountered
       TECTONIC 3.00.2 LIB.GLB Log 1 TECTONIC BOREHOLE 25408.GPJ <<DrawingFile>> 29/1/2026 13:55 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




                                                                                                                                                                                                                                                                                                                                                                                   D to
                                                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                   HA




                                                                                                                                                                                                                                                                                                                                                                                    M

                                                                                                                                                                                                                                                                                                                                                                                            MD




                                                                                                                                                                                                                                                                                        3




                                                                                                                                                                                                                                                                                                                                                                                              D



                                                                                                                                                                                                                                                                                        4
                                                                                                                                                                                                                                                                                                                             Hole Terminated at 4.00 m
                                                                                                                                                                                                                                                                                                                             Target depth




                                                                                                                                                                                                                             Method                                       Penetration                                        Water                   Samples and Tests                        Moisture Condition          Consistency/Relative Density
                                                                                                                                                                                                                        AD/T-Auger Drilling TC Bit                                 VE - Very Easy        Level (Date)                         U## - Undisturbed Sample (## mm)                    D - Dry                     VS - Very Soft
                                                                                                                                                                                                                        AD/V-Auger Drilling V Bit                                  E - Easy                                                   DS - Disturbed Sample                               M - Moist                   S - Soft
                                                                                                                                                                                                                        RT - Rotary Tri-cone Bit                                                         Inflow                               BDS- Bulk Disturbed Sample                          W - Wet                     F - Firm
                                                                                                                                                                                                                        RD - Rotary Drilling                                       F - Firm                                                   SPT - Standard Penetration Test                                                 VSt - Very Stiff
                                                                                                                                                                                                                                                                                                         Partial Loss
                                                                                                                                                                                                                        NMLC -Rock Core                                            H - Hard                                                                                                                                   H - Hard
                                                                                                                                                                                                                                                                                   VH - Very hard       Complete Loss
                                                                                                                                                                                                                        HA - Hand Auger                                                                                                                                                               Plastic Limit           VL - Very Loose
                                                                                                                                                                                                                                                                                 Graphic Log/Core Loss                                                                                                                        L   - Loose
                                                                                                                                                                                                                                                                                                                                                     Classification Symbols                              < 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: 25158026
                  24528612
Version: 1,
         2, Version Date: 10/09/2026
                          13/02/2026