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

                                                                                                                                         BOREHOLE LOG
                                             CLIENT:   MAJP Consulting                                                                                                        SURFACE LEVEL: 4.2 AHD                                                                   LOCATION ID: 6
                                             PROJECT: Proposed Subdivision                                                                                                    COORDINATE: E:502803.2, N:7081765.0                                                      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): brown; medium                                                                               0.00m -                                                                 5      10     15
                                                                                                                                                                 TOP              VSt           M        2.00m: ASS                                                                                 20/80
                                                                                  plasticity; fine to medium sand; organics.
                                                                     0.10                                                                                                                                samples
                                                                                  FILL / Sandy GRAVEL (GW): brown; fine to coarse;                                                                       taken every
                                                                 AD/T tofine
                                                                           3mto medium sand.                                                                     FILL              VD           M
                                                                                                                                                                                                         0.25m
                                                             4




                                                                                                                                                                                                         interval

                                                                 0 0.30
                                                                 0      Silty Sandy CLAY (CI): pale brown; medium
                                                                                  plasticity; fine to medium sand.
                                                                                                                                                                  RS                St          M

                                                                     0.50
                                                                                  Silty Sandy CLAY (CH): orange mottled pale brown;
                                                                                  high plasticity; fine to medium sand; with fine to
                                                                                                                                                                                                                                                     PP                 110kPa
                                                                                  medium gravel.
                                                                                                                                                                                    St




                                                                                                                                                                  RS                            M
                                                                                                                                                                                                                                                     PP                 210kPa

                                                                      1                                                                                                           VSt                                                     1
                                                                                                                                                                                                                                         1.00


                                                                                                                                                                                                          pp=360kPa U50

                                                                     1.20
                                                             3




                                                                                                                                                                                                                                         1.21
                                                                                  Silty CLAY (CH): pale grey mottled pale brown-red;
                                                                                  high plasticity.

                                                                                                                                                                                                                                                     PP                 260kPa




                                                                                                                                                                                                                                                            DCP9/100

                                                                                                                                                                                                                                                     PP                 310kPa

                                                                      2                                                                                                                                                                     2


                                                                                                                                                                  RS              VSt           M
                                                             2




                                                                                                                                                                                                                                                     PP                 420kPa




                                                                                                                                                                                                                                                                                                    20/40
                                                                                                                                                                                                                                                     PP                 510kPa
Generated with CORE-GS by Geroc - Soil Log




                                                                      3
                                                                                  Borehole discontinued at 3.00m depth.
                                                                                  Limit of Investigation.
                                                             1




                                             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