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Attachment B - Geotechnical Investigation Report AG-220544-RPT-G-01_[Rev A]

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                                                                               PH: 07 54 740 900
                                                             3/53 Gateway Drive, Noosaville 4566
                                                                  [email protected]




SOIL PROFILE REPORT
CLIENT:      Eco Cottages Pty Ltd     AUTHORISED                Eco Cottages Pty Ltd
                                      BY:
PROJECT:     528 Black Mountain Road, DATE TESTED:              10/01/2022
             Black Mountain           JOB NO:                   22-1395


                     Drilling Method: Excavator                                       Borehole
                                                                                        No.2
  Depth       Description                                       PENET.               Est. Bearing
                                                             (blows per 100mm)
  (mm)                                                                                Capacity
                                                            1      2      3      4       (kPa)
    0         SANDY CLAY (CH) High plasticity, red-
              brown, fine to coarse sand, moist, stiff
   100                                                            3                      150
   200                                                            4
   300                                                            4
   400                                                            5                      150
   500                                                            6
   600                                                            7
   700                                                            8                      150
   800                                                           >20
   900
   1000
   1100
   1200       WEATHERED ROCK (XW)- Auger Refusal                                         200
   1300
   1400
   1500
   1600
   1700
   1800
   1900
   2000
   2100
   2200
   2300
   2400
   2500




    Page | 5 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
                                          22-1395
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