Compiled Reference Documents - OPW25/0053 (As Published)

                                                                                                                             BOREHOLE LOG
                                             CLIENT:   Mort Family Trust                                                                                        SURFACE LEVEL:                                                                     LOCATION ID: 5
                                             PROJECT: Proposed Retaining Wall                                                                                   COORDINATE: E:511165.0, N:7080203.0                                                PROJECT No: 222438.01
                                             LOCATION: 10 Surfside Court, Sunshine Beach, QLD                                                                   DATUM/GRID: MGA2020 Zone 56                                                        DATE: 24/06/24
                                                                                                                                                                DIP/AZIMUTH: 90°/---°                                                              SHEET: 1 of 1

                                                                                               CONDITIONS ENCOUNTERED                                                                        SAMPLE                                                TESTING AND REMARKS




                                                                                                                                                                DENSITY.(*)
                                             GROUNDWATER




                                                                                                                                                                CONSIS.(*)
                                                                    DEPTH (m)




                                                                                                                                                                                                                     DEPTH (m)
                                                                                                                                                                              MOISTURE




                                                                                                                                                                                                                                 TEST TYPE
                                                                                                                                                                                                                                                                 RESULTS




                                                                                                                                                                                                          INTERVAL
                                                                                                                                                                                         REMARKS
                                                                                                                                          GRAPHIC

                                                                                                                                                    ORIGIN(#)
                                                                                                 DESCRIPTION                                                                                                                                                       AND
                                                                                                                                                                                                                                                                 REMARKS




                                                                                                                                                                                                   TYPE
                                                                                                     OF
                                                           RL (m)




                                                                                                   STRATA
                                                                                                                                                                                                                                                             5      10     15
                                                                                TOPSOIL / Clayey SAND (SC): dark brown; fine
                                                                                to medium; with organics.                                            TOP             L           M


                                                                PT  to 2.3m
                                                                 0.20
                                                                                Silty Sandy CLAY (CI): brown grey pale brown;
                                                                                medium plasticity; fine to medium sand.                                                                                                            PP               290kPa
                                                                0
                                                                0




                                                                                                                                                      RS            St           M                                                 PP               250kPa




                                                                                                                                                                                                                                   PP               160kPa

                                                                      1
                                                                    1.00                                                                                                                                                  1
                                                                                Silty Sandy CLAY (CI): grey orange; medium
                                                                                plasticity; fine to medium sand; trace fine to
                                                                                medium gravel.

                                                                                                                                                                    F
                                                                                                                                                                     -           M
                                                                                                                                                                    St
                                                                                                                                                                                                                                   PP               100kPa




                                                                                                                                                                                                                                        DCP9/100
                                                                                                                                                                                                                      1.60
                                                                                                         1.60m: dark brown grey                       RS

                                                                                                                                                                                                    D



                                                                                                                                                                                M                                     1.90         PP               140kPa
                                                                                                                                                                    St          -
                                                                      2                                                                                                         W                                        2




                                                                                Borehole discontinued at 2.30m depth.
                                                                                Refusal.
Generated with CORE-GS by Geroc - Soil Log




                                                                      3




                                             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 Soil Sampler                                 OPERATOR: DK                                                                                                                             LOGGED: DK
                                             METHOD: PT to 2.3m                                                                                                                                                                                    CASING: Uncased
                                             REMARKS: No groundwater seepage observed at time of drilling



                                                           Refer to explanatory notes for symbol and abbreviation definitions