Geotechnical Investigation

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SOIL PROFILE REPORT
CLIENT:      SONJA GLINSTER                          AUTHORISED                SONJA GLINSTER
                                                     BY:
PROJECT:     36 RIVER PARK DRIVE,                    DATE TESTED:              28/02/2022
             RINGTAIL CREEK.                         JOB NO:                   21-1559



                        Drilling Method: Jacro 105 100mm.                                       Borehole
                                                                                                   No.2
   Depth      Description                                                      PENET.          Est. Bearing
   (mm)                                                                       (blows per        Capacity
                                                                               100mm)              (kPa)

                                                                          1      2    3    4
     0        (FILL) SANDY CLAY (CI)-Medium plasticity, grey-
              brown, fine to coarse sand, fine to coarse gravel, moist,
              stiff.
    100                                                                          3                 100
    200                                                                          3
    300                                                                          3
    400       SANDY CLAY (CH)-High plasticity, red/brown, pale                   4                 125
              grey, fine to coarse sand, moist, stiff.
    500                                                                          3
    600                                                                          4
    700                                                                          4
    800                                                                          3                 100
    900                                                                          4
   1000                                                                          4
   1100                                                                          3
   1200                                                                          4                 125
   1300                                                                          5
   1400                                                                          5
   1500                                                                          6                >200
   1600                                                                          7
   1700                                                                          7
   1800                                                                          6
   1900                                                                          6
   2000                                                                          6                >200
   2100                                                                          6
   2200                                                                          7
   2300                                                                          7
   2400                                                                          8
   2500                                                                          9
   2600                                                                          9
   2700                                                                          8
   2800                                                                          9
   2900       SANDY CLAY (CH)-High plasticity, red/brown, pale                  10                >200
              grey, fine to coarse sand, moist, very stiff.
   3000                                                                        15
   3100                                                                        >20
   3200
   3300
   3400
   3500       Hole Terminated



    Page | 5 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
                                          21-1559