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.1
   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, firm.
    100                                                                  2                         50
    200       (FILL) SANDY CLAY (CI)-Medium              plasticity,     3                        100
              grey-brown, fine to coarse sand, fine to coarse gravel,
              moist, stiff.
    300                                                                  4
    400       SANDY CLAY (CH)-High plasticity, red/brown, pale           5
              grey, fine to coarse sand, moist, stiff.
    500                                                                 4                         125
    600                                                                 5
    700                                                                 6                        >200
    800                                                                 6
    900                                                                 5
   1000                                                                 6                        >200
   1100                                                                 5
   1200                                                                 6
   1300                                                                 5
   1400                                                                 5                         150
   1500                                                                 5
   1600                                                                 6                        >200
   1700                                                                 6
   1800                                                                 7
   1900                                                                 7
   2000                                                                 7
   2100                                                                 7
   2200       SILTY SAND CLAY (CH) High plasticity, brown,/             10
              pale grey, fine to coarse sand, moist, very stiff.
   2300                                                                  19
   2400                                                                 >20
   2500
   2600
   2700
   2800
   2900
   3000
   3100
   3200
   3300
   3400
   3500       Hole Terminated




    Page | 4 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
                                          21-1559