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

                                                                                                                                         BOREHOLE LOG
                                             CLIENT:   MAJP Consulting                                                                                                        SURFACE LEVEL: 2.6 AHD                                                                   LOCATION ID: 2
                                             PROJECT: Proposed Subdivision                                                                                                    COORDINATE: E:502812.4, N:7081832.0                                                      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                St          M        samples
                                                                                                                                                                                                         taken every
                                                                 AD/T
                                                                  0.20 to 3m
                                                                                                                                                                                                         0.25m
                                                                                  Silty Sandy CLAY (CI): dark brown; medium                                                                              interval
                                                                                  plasticity; fine to medium sand.
                                                                 0                                                                                                                                                                                   PP                 120kPa
                                                                 0



                                                                                                                     0.50m: pale brown                            RS                St          M
                                                                                                                                                                                                                                                     PP                 180kPa
                                                             2




                                                                     0.90                                                                                                                                                                            PP                 250kPa
                                                                                  Silty Sandy CLAY (CH): orange mottled grey; high
                                                                      1           plasticity; fine to medium sand; with fine to medium                                                                                                      1
                                                                                  gravel.




                                                                                                                                                                                                                                                            DCP9/100
                                                                                                                                                                  RS              VSt           M
                                                                                          1.30m: red-orange; with fine to coarse gravel
                                                                                                                                                                                                                                                     PP                 240kPa
                                                             1




                                                                     1.70
                                                                                  Silty CLAY (CH): pale grey mottled pale brown-red;
                                                                                  high plasticity.

                                                                                                                                                                                                                                                     PP                 260kPa

                                                                      2                                                                                                                                                                     2




                                                                                                                                                                  RS              VSt           M
                                                                                                                                                                                                                                                     PP                 380kPa



                                                                                                                                                                                                                                                                                                    20/70
                                                             0




                                                                                           2.60m: pale grey white streaked pale brown




                                                                                                                                                                                                                                                     PP                 470kPa
Generated with CORE-GS by Geroc - Soil Log




                                                                      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