SUPERSEDED Reference Document

                                                                                                                             BOREHOLE LOG
                                             CLIENT:   Paul Clout Building & Design Pty Limited                                                                 SURFACE LEVEL: 2.0 AHD              LOCATION ID: 1
                                             PROJECT: Proposed Residence                                                                                        COORDINATE: E:505768.7, N:7079642.8 PROJECT No: 229073.00
                                             LOCATION: 13 Mermaid Quay, Noosaville, QLD                                                                         DATUM/GRID: MGA2020 Zone 56         DATE: 30/05/24
                                                                                                                                                                DIP/AZIMUTH: 90°/---°               SHEET: 1 of 1

                                                                                              CONDITIONS ENCOUNTERED                                                                           SAMPLE                                                 TESTING AND REMARKS




                                                                                                                                                                DENSITY.(*)
                                             GROUNDWATER




                                                                                                                                                                CONSIS.(*)
                                                                    DEPTH (m)




                                                                                                                                                                                                                        DEPTH (m)
                                                                                                                                                                              MOISTURE
                                                                                                                                                                                                                                                                RESULTS




                                                                                                                                                                                                                                    TEST TYPE
                                                                                                                                                                                                             INTERVAL
                                                                                                                                                                                           REMARKS
                                                                                                                                          GRAPHIC

                                                                                                                                                    ORIGIN(#)
                                                                                                DESCRIPTION                                                                                                                                                       AND
                                                                                                    OF                                                                                                                                                          REMARKS




                                                                                                                                                                                                      TYPE
                                                           RL (m)




                                                                                                  STRATA
                                                                                CONCRETE                                                                                                 0.00m -                                                            5      10     15
                                                                    0.12                                                                                                                 6.00m: ASS
                                                                         TOPSOIL / Sandy CLAY (CL): dark brown; low                                  TOP            St           M       samples
                                                                    0.35 plasticity; fine to medium sand; with organics.                                                                 taken
                                                                                                                                                                                                                         0.40
                                                                AD/T to 6m                                                                                                               every
                                                                                                                                                                                         0.25m
                                                                                FILL / SAND (SP): pale brown-grey; fine to                                                               interval      D
                                                                0               medium; with silt.
                                                                                                                                                                                                                         0.70
                                                                0                                                                                    FILL          MD            M


                                                                       1                                                                                                                                                     1
                                                           1




                                                                    1.20
                                                                                SAND (SP): grey white; fine to medium; trace of
                                                                                silt.
                                                                                                                                                                   MD            M



                                                                                                                                                                                                                         1.90
                                                                       2                                                                                                                                                    2
                                                           0




                                                                                                                                                                                                       D

                                                                                                                                                                                                                         2.20




                                                                                                                                                                                                                                           DCP9/100
                                                                       3                                                                                                                                                    3
                                                           -1




                                                                                                        3.50m-4.20m: dark grey                       ALV
                                                                                                                                                                                                                         3.70

                                                                                                                                                                                                       D
                                                                                                                                                                     D          W
                                                                       4                                                                                                                                                  4
                                                                                                                                                                                                                         4.00
                                                           -2




                                                                       5                                                                                                                                                    5
                                                           -3
Generated with CORE-GS by Geroc - Soil Log




                                                                       6
                                                           -4




                                                                                Borehole discontinued at 6.00m 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 6m                                                                                                                                                                                       CASING: Uncased
                                             REMARKS: Groundwater seepage observed at 1.9m at time of drilling



                                                           Refer to explanatory notes for symbol and abbreviation definitions