Reference Document - MCU25 0101 (As Published)

                                                                                                                                                                                                                                                                                                                                                                                                              Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                  BH01
                                                                                                                                                                                                                                                                                                                                                                                                             Page 2 of 2

                                                                                                                                                                                                                                                                                                                                                     Project No.:               PG-13872

                                                                                                                                                                                                            Client:                          Stephen & Jane Struss                                                                                   Commenced:                 13/08/2025
                                                                                                                                                                                                            Project Name:                    Proposed Residence                                                                                      Logged By:                 RR
                                                                                                                                                                                                            Hole Location:                   28 Kingfisher Drive, Peregian Beach                                                                     Checked By:
                                                                                                                                                                                                            Hole Position:
                                                                                                                                                                                                            Drill Model and Mounting:                        Compac 018                                                                              RL Surface:         No survey
                                                                                                                                                                                                            Hole Diameter:                                                                                                                           Datum:              AHD              Operator:     RR

                                                                                                                                                                                                                                  Drilling Information                                                                         Soil Description                                                             DCP


                                                                                                                                                                                                                                                                                                                                                                                                       DCP TEST
                                                                                                                                                                                                                                                                                              Classification
                                                                                                                                                                                                                                                                              Graphic Log
                                                                                                                                                                                                                                     Samples                                                                                            Material Description                                      (AS 1289.6.3.2-1997)
                                                                                                                                                                                                                                                  Recovery




                                                                                                                                                                                                                                      Tests                                                                                     Fraction, Colour, Structure, Bedding,                              Blows per 100 mm
                                                                                                                                                                                                                                                                                              Symbol
                                                                                                                                                                                                        Method

                                                                                                                                                                                                                 Casing




                                                                                                                                                                                                                                     Remarks                                                                                      Plasticity, Sensitivity, Additional
                                                                                                                                                                                                                          Water




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

                                                                                                                                                                                                                                                                                                 SP            SAND (SP) Dense, fine to medium grained, pale grey white, wet.
                                                                                                                                                                                                                                                                                                               (continued)




                                                                                                                                                                                                                                  D 5.60-6.00 m



                                                                                                                                                                                                                                                                   6




                                                                                                                                                                                                                                                                       6.60
ER PACGEO 1.01.2 LIB.GLB Log PACGEO BOREHOLE PG-13872.GPJ <<DrawingFile>> 19/08/2025 12:02 10.03.00.09 Datgel Lab and In Situ Tool - DGD | Lib: pacgeo 1.01.2 2022-05-25 Prj: Precise 1.01 2016-11-23




                                                                                                                                                                                                                                                                                                SM             Silty SAND (SM) Dense to very dense, fine to medium grained,
                                                                                                                                                                                                                                                                                                               dark brown, wet (weakly cemented sand).
                                                                                                                                                                                                        AD/T




                                                                                                                                                                                                                                                                   7




                                                                                                                                                                                                                                                                   8




                                                                                                                                                                                                                                  D 8.60-9.00 m



                                                                                                                                                                                                                                                                       9.00
                                                                                                                                                                                                                                                                   9
                                                                                                                                                                                                                                                                                                               Hole Terminated at 9.00 m




                                                                                                                                                                                                                 Method                                                                     Water                              Samples and Tests                   Remarks
                                                                                                                                                                                                            AS - Auger                                                               Level (Date)                       U - Undisturbed Sample
                                                                                                                                                                                                            RR - Rock Roller                                                                                            D - Disturbed Sample                       1. Groundwater encountered at 2.60m.
                                                                                                                                                                                                            WB- Washbore                                                             Inflow                             SPT - Standard Penetration Test            2. DCP refusal at 3.18m.
                                                                                                                                                                                                                                                                                                                        B - Bulk Sample


                                                                                                                                                                                                                                                                                                                             Classification Symbols and
                                                                                                                                                                                                                   Support                                                                                                        Soil Descriptions
                                                                                                                                                                                                                  C - Casing
                                                                                                                                                                                                                                                                                                                                Based on Unified Soil
                                                                                                                                                                                                                                                                                                                                Classification System