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.4
  Depth      Description                                                    PENET.            Est. Bearing Ca-
  (mm)                                                                 (blows per 100mm)            pacity
                                                                                                    (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                                                                                4            125
   200                                                                                6            >200
   300                                                                                8
   400                                                                                7
   500                                                                                6
   600       SANDY CLAY (CI)-Medium plasticity, red/brown,                            5             150
             pale grey, fine to coarse sand, moist, stiff.
   700                                                                                4
   800                                                                                3
   900                                                                                3             100
   1000                                                                               4
   1100                                                                               5
   1200                                                                               5
   1300                                                                               4
   1400                                                                               5             150
   1500                                                                               5
   1600                                                                               6            >200
   1700                                                                               7
   1800                                                                               7
   1900                                                                               8
   2000                                                                               7
   2100                                                                               6             200
   2200                                                                               6
   2300                                                                               9
   2400                                                                               9
   2500      SANDY CLAY (CH)-High plasticity, brown, fine to                          6
             coarse sand, moist, stiff.
   2600                                                                               7
   2700      SANDY CLAY (CH)-High plasticity, brown, fine to                          11           >200
             coarse sand, moist, very stiff.
   2800                                                                              >20
   2900
   3000      SILTY SAND CLAY (CH) High plasticity, brown,/
             pale grey, fine to coarse sand, moist, stiff.
   3100
   3200
   3300
   3400
   3500      Hole Terminated




    Page | 7 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
                                          21-1559