J001701-006-R-Rev1_Medihub_Geo

                                                                                                                                                                                                                                                                                                                                                                                                                REPORT OF BOREHOLE: BH5
                                                                                                                                                                                                                                                                                                                                                                              East             504850.0 m
                                                                                                                                                                                                                                                                                                                                                                              North            7078498.0 m MGA94 Zone 56                                       Sheet               1 OF 1
                                                                                                                                                                                                                                                  Client                            Stockwell Design and Construction                                                         Surface RL       10.00 m AHD                                                     Logged:             MD
                                                                                                                                                                                                                                                  Project                           Medihub                                                                                   Contractor       Core Consultants pty ltd                                        Logged Date:        19/08/22
                                                                                                                                                                                                                                                  Location                          Lot 22 Hofmann Drive                                                                      Drill Rig        Eziprobe                                                        Checked:            WM
                                                                                                                                                                                                                                                  Job No.                           J001701                                                                                   Inclination      -90° Hole Dia. 100 mm                                           Checked Date:       05/10/22

                                                                                                                                                                                                                                                                 Drilling                                    Sampling                                                                                         Field Material Description




                                                                                                                                                                                                                                                                                                                                                     GROUP SYMBOL




                                                                                                                                                                                                                                                                                                                                                                                                                                     CONSISTENCY
                                                                                                                                                                                                                                                   PENETRATION




                                                                                                                                                                                                                                                                                                                               RECOVERED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DCP TEST
                                                                                                                                                                                                                                                   RESISTANCE




                                                                                                                                                                                                                                                                                                                                                                                                                                     CONDITION
                                                                                                                                                                                                                                                                                                                                                                                                                                     MOISTURE
                                                                                                                                                                                                                                                                                                          SAMPLE OR




                                                                                                                                                                                                                                                                                                                                           GRAPHIC
                                                                                                                                                                                                                                         METHOD




                                                                                                                                                                                                                                                                                                                                                                                                                                     DENSITY
                                                                                                                                                                                                                                                                                                                                                                             SOIL/ROCK MATERIAL DESCRIPTION                                                     Blows per 100 mm
                                                                                                                                                                                                                                                                                   (metres)
                                                                                                                                                                                                                                                                 WATER




                                                                                                                                                                                                                                                                                                          FIELD TEST
                                                                                                                                                                                                                                                                                   DEPTH




                                                                                                                                                                                                                                                                                                                                           LOG
                                                                                                                                                                                                                                                                                              DEPTH                                                                                                                                                0       5           10     15       20   25
                                                                                                                                                                                                                                                                                               RL
                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                              10.00
                                                                                                                                                                                                                                                                                               0.10   0.00 m                                         GM             FILL Silty Sandy GRAVEL: fine to coarse grained,
                                                                                                                                                                                                                                                      M                                        9.90   ASS samples taken                                             sub-angular, grey; sand fine to coarse grained.                    D   VD
                                                                                                                                                                                                                                                                                               0.30   at 0.25 m intervals to
                                                                                                                                                                                                                                                                                               9.70   2m                                                            0.03 m thick layer of remnant asphalt.
                                                                                                                                                                                                                                                                                                                                                     CI
                                                                                                                                                                                                                                                       L                                              BDS 0.40-0.90 m                                               Possibly FILL Sandy CLAY (REWORKED NATURAL) with silt
                                                                                                                                                                                                                                                                                                                                                                    with gravel: medium plasticity, brown; sand fine to coarse
                                                                                                                                                                                                                                                                                                                                                                    grained; gravel fine to medium grained, sub-angular to
                                                                                                                                                                                                                                                                                                                                                                    sub-rounded.
                                                                                                                                                                                                                                                                                                                                                                                                                                           VSt
                                                                                                                                                                                                                                                                                              0.90
                                                                                                                                                                                                                                                                                              9.10                                                   CI             CLAY (RESIDUAL SOIL) with silt with sand: medium
                                                                                                                                                                                                                                                                                      1
                                                                                                                                                                                                                                                                                              1.10                                                                  plasticity, pale red brown, grey; sand fine to medium grained.
                                                                                                                                                                                                                                                                                              8.90
                                                                                                                                                                                                                                                                                                                                                                    Grey, pale red brown; tending to silty clay in parts, observed
                                                                                                                                                                                                                                                                                                                                                                    fissuring.




                                                                                                                                                                                                                                                      M

                                                                                                                                                                                                                                                                                      2
CORE 2.01.1 LIB.GLB Log IS AU BOREHOLE 3 J1701-RETAIL OUTLETS-HOFFMAN DRIVE WALTER HAY DRIVE.GPJ <<DrawingFile>> 5/10/2022 12:17 10.02.00.04 Datgel Lab and In Situ Tool - DGD | Lib: Core 2.01.1 2020-05-19 Prj: Core 2.00 2020-03-24




                                                                                                                                                                                                                                                                                                                                                                                                                                                       *Augered to this depth before
                                                                                                                                                                                                                                                                                                                                                                                                                                                       recommencing test



                                                                                                                                                                                                                                                                                              3.00
                                                                                                                                                                                                                                                                                      3
                                                                                                                                                                                                                                                                                              7.00                                                   CI             Silty CLAY (RESIDUAL SOIL) trace sand: medium plasticity,
                                                                                                                                                                                                                                                                                                                                                                    grey, pale grey, pale red brown; sand fine grained.
                                                                                                                                                                                                                                                                 Not Encountered




                                                                                                                                                                                                                                                                                                                                                                                                                                                       *Augered to this depth before
                                                                                                                                                                                                                                                                                              4.00
                                                                                                                                                                                                                                         ADT




                                                                                                                                                                                                                                                                                      4                                                                                                                                                                recommencing test
                                                                                                                                                                                                                                                                                              6.00                                                                  Pale red brown, grey.                                            w<
                                                                                                                                                                                                                                                                                                                                                                                                                                     PL



                                                                                                                                                                                                                                                                                                                                                                                                                                           VSt /
                                                                                                                                                                                                                                                                                                                                                                                                                                            H


                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                      DS 5.00-5.20 m


                                                                                                                                                                                                                                                                                                                                                                                                                                                       *Augered to this depth before
                                                                                                                                                                                                                                                      H                                                                                                                                                                                                recommencing test

                                                                                                                                                                                                                                                                                              5.80
                                                                                                                                                                                                                                                                                              4.20                                                   CI-            CLAY (RESIDUAL SOIL) with silt trace sand: medium to high
                                                                                                                                                                                                                                                                                                                                                     CH             plasticity, dark red brown, grey; sand fine grained; observed
                                                                                                                                                                                                                                                                                      6
                                                                                                                                                                                                                                                                                                                                                                    fissuring.




                                                                                                                                                                                                                                                                                                      DS 6.80-7.00 m
                                                                                                                                                                                                                                                                                      7




                                                                                                                                                                                                                                                                                               8.00
                                                                                                                                                                                                                                                                                      8
                                                                                                                                                                                                                                                                                                                                                                    Hole Terminated at 8.00 m
                                                                                                                                                                                                                                                                                                                                                                    Target depth
                                                                                                                                                                                                                                                                                                                                                                    Backfilled


                                                                                                                                                                                                                                                                                                                         This report must be read in conjunction with accompanying notes and abbreviations.