Reference Document - RAL25/0020 & OPW25/0194 (As Published)

                                                                                                                                         BOREHOLE LOG
                                             CLIENT:   MAJP Consulting                                                                                                        SURFACE LEVEL: 2.9 AHD                                                                   LOCATION ID: 1
                                             PROJECT: Proposed Subdivision                                                                                                    COORDINATE: E:502847.5, N:7081814.0                                                      PROJECT No: 237894.00
                                             LOCATION: 12-14 Gympie Street, Tewantin, QLD                                                                                     DATUM/GRID: MGA2020 Zone 56                                                              DATE: 08/09/25
                                                                                                                                                                              DIP/AZIMUTH: 90°/---°                                                                    SHEET: 1 of 1

                                                                                                    CONDITIONS ENCOUNTERED                                                                                       SAMPLE                                                TESTING AND REMARKS




                                                                                                                                                                               DENSITY. (*)
                                                                                                                                                                               CONSIS.(*)
                                              GROUNDWATER




                                                                                                                                                                                                                                                     TEST TYPE
                                                                                                                                                                                              MOISTURE
                                                                      DEPTH (m)




                                                                                                                                                                                                                                         DEPTH (m)
                                                                                                                                                                                                                                                                                     RESULTS




                                                                                                                                                                                                             REMARKS




                                                                                                                                                                                                                              INTERVAL
                                                                                                                                                       GRAPHIC

                                                                                                                                                                 ORIGIN(# )
                                                                                                                                                                                                                                                                                       AND
                                                                                                      DESCRIPTION                                                                                                                                                                    REMARKS




                                                                                                                                                                                                                       TYPE
                                                                                                          OF
                                                            RL (m)




                                                                                                        STRATA
                                                                                  TOPSOIL / Sandy CLAY (CI): dark brown; medium                                                                          0.00m -                                                                 5      10     15

                                                                                  plasticity; fine to medium sand; organics.                                                                             2.00m: ASS
                                                                                                                                                                 TOP                F           M        samples
                                                                                                                                                                                                         taken every
                                                                 AD/T
                                                                  0.20 to 3m
                                                                                                                                                                                                         0.25m
                                                                                  Sandy SILT (ML) / Silty SAND (SM): sandy silt: grey                                                                    interval
                                                                                  mottled pale brown; low plasticity. Silty sand; fine to
                                                                 0
                                                                 0                medium, with coarse.




                                                                                                                                                                  RS                F           M

                                                                                                                      0.60m: pale brown



                                                                                                                                                                                                                                         0.80


                                                                     0.90                                                                                                                                pp=480 kPa U50                              PP                 250kPa
                                                                                  Silty Sandy CLAY (CH): orange mottled pale brown;
                                                             2




                                                                      1           high plasticity; fine to medium sand; with fine to                                                                                                        1
                                                                                  medium gravel.                                                                                                                                         1.03




                                                                                                             1.30m: orange mottled grey
                                                                                                                                                                                                                                                     PP                 420kPa




                                                                                                                                                                                                                                                            DCP9/100
                                                                                                                                                                  RS              VSt           M




                                                                                           1.70m: red-orange; with fine to coarse gravel

                                                                                                                                                                                                                                                                                                    20/50
                                                                                                                                                                                                                                                     PP                 480kPa
                                                             1




                                                                      2                                                                                                                                                                     2


                                                                     2.10                                                                                                                                                                2.10
                                                                                  Silty CLAY (CH): pale grey white; high plasticity.

                                                                                                                                                                                                                        D



                                                                                                                                                                                                                                         2.40        PP                 420kPa



                                                                                                                                                                  RS              VSt           M

                                                                                               2.60m: pale grey mottled pale brown-red




                                                                                                                                                                                                                                                     PP                 260kPa
Generated with CORE-GS by Geroc - Soil Log




                                                             -0




                                                                      3
                                                                                  Borehole discontinued at 3.00m depth.
                                                                                  Limit of Investigation.




                                             NOTES: (#)Soil origin is "probable" unless otherwise stated. (*)Consistency/Relative density shading is for visual reference only - no correlation between cohesive and granular materials is implied.


                                             PLANT: Drillman GT10-KD                                                                                                          OPERATOR: DK                                                                             LOGGED: DK
                                             METHOD: AD/T to 3m                                                                                                                                                                                                        CASING: Uncased
                                             REMARKS: No groundwater seepage observed at time of investigation



                                                            Refer to explanatory notes for symbol and abbreviation definitions