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

                                                                                                                                         BOREHOLE LOG
                                             CLIENT:   MAJP Consulting                                                                                                        SURFACE LEVEL: 3.5 AHD                                                                 LOCATION ID: 4
                                             PROJECT: Proposed Subdivision                                                                                                    COORDINATE: E:502815.8, N:7081799.0                                                    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
                                                                                  TOPSOIL / Sandy CLAY (CI): brown; medium
                                                                                  plasticity; fine to medium sand; organics.
                                                                                                                                                                 TOP                St          M

                                                                 AD/T
                                                                  0.20 to 3m
                                                                                  Silty Sandy CLAY (CI): pale brown; medium
                                                                                  plasticity; fine to medium sand.
                                                                 0                                                                                                                                                                                 PP                 260kPa
                                                                 0
                                                                                                                                                                  RS              VSt           M
                                                             3




                                                                     0.60                                                                                                                                                                          PP                 210kPa
                                                                                  Silty Sandy CLAY (CH): orange mottled pale brown;
                                                                                  high plasticity; fine to medium sand; with fine to                                                                                                   0.70
                                                                                  medium gravel.



                                                                                                                                                                                                         pp=250kPa U50                             PP                 190kPa

                                                                      1                                                                                                                                                                   1
                                                                                                                                                                                  St
                                                                                                                                                                  RS               to           M                                      1.09
                                                                                                                                                                                  VSt




                                                                                                                                                                                                                                                          DCP9/100
                                                                                                                                                                                                                                                   PP                 420kPa
                                                             2




                                                                     1.60
                                                                                  Silty CLAY (CH): pale grey mottled pale brown-red;                                                                                                                                                              20/60
                                                                                  high plasticity.




                                                                                                                                                                                                                                                   PP                 510kPa

                                                                      2                                                                                                                                                                   2
                                                                                                     2.00m: with fine to medium gravel




                                                                                                                                                                  RS              VSt           M

                                                                                                                                                                                                                                                   PP                 490kPa
                                                                                                                                                                                                                                                                                                  20/70
                                                             1




                                                                                                                      2.60m: no gravel




                                                                                                                                                                                                                                                   PP                 420kPa
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