SUPERSEDED Reference Document

                                                                                                                                      BOREHOLE LOG
                                             CLIENT:   Paul Clout Building & Design Pty Limited                                                                    SURFACE LEVEL: 0.9 AHD                                                                LOCATION ID: 2
                                             PROJECT: Proposed Residence                                                                                           COORDINATE: E:505761.5, N:7079675.7                                                   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(#)




                                                                                                                                                                                                                                                                                         WELL PIPE
                                                                                                             DESCRIPTION                                                                                                                                         AND




                                                                                                                                                                                                                                                                              BACKFILL
                                                                                                                 OF                                                                                                                                            REMARKS




                                                                                                                                                                                                         TYPE
                                                                      RL (m)




                                                                                                               STRATA
                                                                                           TOPSOIL / Sandy CLAY (CL): dark brown; low                                  F                    0.00m -                                                            5   10    15

                                                                                           plasticity; fine to medium sand; with organics.             TOP              -           M       1.50m: ASS
                                                                                                                                                                       St                   samples
                                                                                                                                                                                            taken                                        PP               110kPa
                                                                               0.35
                                                                                                                                                                                                                            0.40
                                                                          PT to 1.5m
                                                                                FILL / Clayey SAND (SC): grey streaked orange;                                                      M
                                                                                                                                                                                            every




                                                                                                                                                                                                                                                                              Sand
                                                                                                                                                                                            0.25m
                                                           01/07/24




                                                                                           fine to medium.                                                                                                D
                                                                                                                                                                                            interval
                                                                                                                                                                        L
                                                                          0




                                                                                                                                                                                                                                              DCP9/100
                                                                                                                               0.60m: grey                                                                                  0.70
                                                                          0                                                                            FILL
                                                                                                                                                                                   W
                                                                 0




                                                                                 1                                                                                    MD                                                        1
                                                                               1.10                                                                                                                                          1.10
                                                                                           SAND (SP): grey white; fine to medium; trace of
                                                                                                                                                                                                          D
                                                                                           silt.                                                        ALV           MD           W
                                                                                                                                                                                                                            1.40

                                                                                           Borehole discontinued at 1.50m depth.
                                                                                           Limit of Investigation.
                                                                 -1




                                                                                  2
                                                                 -2




                                                                                  3
                                                                 -3




                                                                                  4
                                                                 -4




                                                                                  5
Generated with CORE-GS by Geroc - Soil Log




                                                                 -5




                                                                                  6
                                                                 -6




                                             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: Christie Hydraulic Soil Sampler                        OPERATOR: DK                                                                                                                                  LOGGED: DK
                                             METHOD: PT to 1.5m                                                                                                                                                                                          CASING: Uncased
                                             REMARKS: Groundwater seepage observed at 0.6m at time of drilling



                                                               Refer to explanatory notes for symbol and abbreviation definitions