Reference Document - MCU25 0101 (As Published)

                                                                                                                                                                                                                                                                                                                                                                                                                Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                    BH01
                                                                                                                                                                                                                                                                                                                                                                                                               Page 1 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

                                                                                                                                                                                                                                                                       0.10                     SM             FILL Silty SAND (SM) Very loose to loose, fine to medium grained, dark
                                                                                                                                                                                                                                                                                                SM             brown, dry to moist (with organics).
                                                                                                                                                                                                                                                                                                               FILL Silty SAND (SM) Very loose, fine to medium grained, dark grey
                                                                                                                                                                                                                                                                       0.40                                    brown, dry to moist.
                                                                                                                                                                                                                                                                                                 SP            NATURAL SAND (SP) Loose, fine to medium grained, pale yellow
                                                                                                                                                                                                                                                                                                               brown, moist.
                                                                                                                                                                                                                                  D 0.60-1.00 m

                                                                                                                                                                                                                                                                       0.90
                                                                                                                                                                                                                                                                                                 SP            SAND (SP) Loose to medium dense, fine to medium grained, pale
                                                                                                                                                                                                                                                                   1
                                                                                                                                                                                                                                                                                                               yellow brown, moist.
                                                                                                                                                                                                                                  D 1.10-1.50 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




                                                                                                                                                                                                                                                                       2.00
                                                                                                                                                                                                                                                                   2
                                                                                                                                                                                                                                                                                                 SP            SAND (SP) Medium dense, fine to medium grained, pale yellow brown,
                                                                                                                                                                                                                                                                                                               moist.
                                                                                                                                                                                                        AD/T




                                                                                                                                                                                                                                                                       2.60
                                                                                                                                                                                                                                  D 2.60-3.00 m                                                  SP            SAND (SP) Medium dense, fine to medium grained, pale grey white,
                                                                                                                                                                                                                                                                                                               wet.


                                                                                                                                                                                                                                                                   3
                                                                                                                                                                                                                                                                       3.10
                                                                                                                                                                                                                                                                                                 SP            SAND (SP) Dense, fine to medium grained, pale grey white, wet.




                                                                                                                                                                                                                                                                   4




                                                                                                                                                                                                                 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