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.3
   Depth      Description                                                    PENET.          Est. Bearing Ca-
   (mm)                                                                     (blows per             pacity
                                                                             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                                                                           4                125
    200                                                                           3
    300                                                                           4
    400                                                                          >20
    500                                                                           -            Pre-Drilled
    600       SANDY CLAY (CH)-High plasticity, red/brown, pale                    -
              grey, fine to coarse sand, moist, stiff.
   700                                                                             -
   800                                                                             -
   900                                                                             -
   1000                                                                            -
   1100                                                                            -
   1200                                                                            -
   1300                                                                            -
   1400                                                                            -
   1500                                                                            -
   1600                                                                           5                150
   1700                                                                           7
   1800                                                                           7
   1900                                                                           7
   2000                                                                           7
   2100                                                                           7
   2200                                                                           6                200
   2300                                                                           7
   2400                                                                           7
   2500                                                                           7
   2600                                                                           7
   2700                                                                           7
   2800                                                                           9
   2900                                                                           9
   3000       SANDY CLAY (CH)-High plasticity, red/brown, pale                    10              >200
              grey, fine to coarse sand, moist, very stiff.
   3100                                                                           10
   3200                                                                           11
   3300                                                                           11
   3400                                                                           11
   3500       Hole Terminated                                                     11




    Page | 6 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
                                          21-1559