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

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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: Exacvator.                                      Borehole
                                                                                        No.1
  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                                                       4                           150
   500                                                       5
   600                                                       5
   700                                                       6                           150
   800                                                       7
   900                                                       8
   1000                                                      9                           150
   1100                                                     >20
   1200
   1300
   1400
   1500
   1600       WEATHERED ROCK (XW)- Auger Refusal                                         200
   1700
   1800
   1900
   2000
   2100
   2200
   2300
   2400
   2500




    Page | 4 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
                                          22-1395