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

                                                                                                                                         BOREHOLE LOG
                                             CLIENT:   MAJP Consulting                                                                                                        SURFACE LEVEL: 4.6 AHD                                                               LOCATION ID: 5
                                             PROJECT: Proposed Subdivision                                                                                                    COORDINATE: E:502837.9, N:7081745.0                                                  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
                                                                                                                                                                                                                                                                             5      10     15
                                                                                  FILL / Sandy GRAVEL (GW): brown; fine to coarse;                                                                                                                                                              20/50
                                                                                  fine to medium sand.
                                                                                                                                                                 FILL              VD           M

                                                                 AD/T
                                                                  0.20 to 3m
                                                                                  Sandy CLAY (CL-CI): orange; low to medium
                                                                                  plasticity; fine to medium sand.
                                                                 0                                                                                                RS                St          M
                                                                 0
                                                                     0.40
                                                                                  Sandy SILT (ML) / Silty SAND (SM): sandy silt: grey
                                                                                  mottled pale brown; low plasticity. Silty sand; fine to
                                                                                  medium, with coarse.
                                                             4




                                                                                                                      0.70m: pale brown                           RS                F           M




                                                                      1                                                                                                                                                                 1


                                                                     1.10
                                                                                  Silty Sandy CLAY (CH): grey mottled red; high
                                                                                  plasticity; fine to medium sand; with fine to coarse
                                                                                  gravel.




                                                                                                                                                                                                                                                        DCP9/100
                                                                                            1.30m: grey mottled orange-red; with fine to
                                                                                                                        medium gravel
                                                                                                                                                                                                                                                 PP                 300kPa
                                                                                                                                                                  RS              VSt           M
                                                             3




                                                                                                                                                                                                                                                                                                20/60
                                                                     1.80
                                                                                  Silty CLAY (CH): pale grey mottled pale brown-red;
                                                                                  high plasticity.
                                                                                                                                                                                                                                                 PP                 340kPa

                                                                      2                                                                                                                                                                 2




                                                                                                                                                                  RS              VSt           M                                                PP                 340kPa



                                                                                                                                                                                                                                                                                                20/80
                                                             2




                                                                                                                  2.60m: pale grey white




                                                                                                                                                                                                                                                 PP                 380kPa
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