J001701-006-R-Rev1_Medihub_Geo

                                                                                                                                                                                                                                                                                                                                                                                                                REPORT OF BOREHOLE: BH4
                                                                                                                                                                                                                                                                                                                                                                               East            504850.0 m
                                                                                                                                                                                                                                                                                                                                                                               North           7078495.0 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
                                                                                                                                                                                                                                                      M                                       9.98    0.00 m                                         GM             FILL Silty Sandy GRAVEL: fine to coarse grained,                 D   VD
                                                                                                                                                                                                                                                                                                      ASS samples taken                              CI             sub-angular, grey; sand fine to coarse grained.
                                                                                                                                                                                                                                                                                                      at 0.25 m intervals to
                                                                                                                                                                                                                                                                                                      2m                                                            CLAY (RESIDUAL SOIL) with silt with sand: medium                       St
                                                                                                                                                                                                                                                       L                                                                                                            plasticity, brown mottled grey; sand fine to coarse grained;
                                                                                                                                                                                                                                                                                                                                                                    trace gravel, fine, sub-rounded.
                                                                                                                                                                                                                                                                                                      DS 0.50-0.70 m
                                                                                                                                                                                                                                                                                              0.70    U50 0.50-1.00 m
                                                                                                                                                                                                                                                                                              9.30    REC=0.22, PP=                                                 Pale red brown, brown, grey; tending to silty clay in parts,         VSt
                                                                                                                                                                                                                                                                                                      500kpa                                                        sand fine to medium grained, without gravel.
                                                                                                                                                                                                                                                                                      1




                                                                                                                                                                                                                                                                                      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




                                                                                                                                                                                                                                                      M
                                                                                                                                                                                                                                                                                                                                                                                                                                                     *Augered to this depth before
                                                                                                                                                                                                                                                                                                                                                                                                                                                     recommencing test



                                                                                                                                                                                                                                                                                              3.00
                                                                                                                                                                                                                                                                                      3
                                                                                                                                                                                                                                                                                              7.00    DS 3.00-3.20 m                                 CI             Silty CLAY (RESIDUAL SOIL) with sand: medium plasticity,
                                                                                                                                                                                                                                                                                                                                                                    pale red brown, grey; sand fine to medium grained.
                                                                                                                                                                                                                                                                 Not Encountered




                                                                                                                                                                                                                                                                                                                                                                                                                                                     *Augered to this depth before
                                                                                                                                                                                                                                         ADT




                                                                                                                                                                                                                                                                                      4                                                                                                                                            w<                recommencing test
                                                                                                                                                                                                                                                                                                                                                                                                                                   PL



                                                                                                                                                                                                                                                                                                                                                                                                                                           H




                                                                                                                                                                                                                                                   M-H                                5




                                                                                                                                                                                                                                                                                              6.00
                                                                                                                                                                                                                                                                                      6
                                                                                                                                                                                                                                                                                              4.00                                                                  Trace sand: pale red brown, grey; tending to extremely
                                                                                                                                                                                                                                                                                                                                                                    weathered material.




                                                                                                                                                                                                                                                      H                               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.