Reference Document - MCU25 0101 (As Published)

                                                                                                                                                                                                                                                                                                                                                                                                              Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                  HA02
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                                                                                                                                                                                                                                                                                                                                                   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

                                                                                                                                                                                                                                                                                              SM             FILL Silty SAND (SM) Very loose to loose, fine to medium grained, dark
                                                                                                                                                                                                                                                                                                             grey brown, trace fine sized gravel, dry (with tree roots).
                                                                                                                                                                                                                                                                     0.30
                                                                                                                                                                                                                                                                                              SM             FILL Silty SAND (SM) Very loose, fine to medium grained, dark grey
                                                                                                                                                                                                                                                                                                             brown, moist.
                                                                                                                                                                                                        HA




                                                                                                                                                                                                                                                                     0.70
                                                                                                                                                                                                                                                                                               SP            NATURAL SAND (SP) Loose to medium dense, fine to medium grained,
                                                                                                                                                                                                                                                                                                             pale grey, dry.
                                                                                                                                                                                                                                                                     1.00
                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                                                                                             Hole Terminated at 1.00 m
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




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                                                                                                                                                                                                                 Method                                                                   Water                               Samples and Tests                  Remarks
                                                                                                                                                                                                            AS - Auger                                                             Level (Date)                        U - Undisturbed Sample
                                                                                                                                                                                                            RR - Rock Roller                                                                                           D - Disturbed Sample                      1. Groundwater not encountered.
                                                                                                                                                                                                            WB- Washbore                                                           Inflow                              SPT - Standard Penetration Test           2. DCP refusal at 2.74m.
                                                                                                                                                                                                                                                                                                                       B - Bulk Sample


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