Soil Report · RAL22/0021

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SOIL PROFILE REPORT
CLIENT:      KMC Superannuation              AUTHORISED            KMC Superannuation
                                             BY:
PROJECT:     39-41 Picture Point Crescent,   DATE TESTED:          11/04/2022
             Noosa Heads QLD, Australia      JOB NO:               22-0439


               Drilling Method: Hand Auger 100mm.                                     Borehole
                                                                                        No.1
  Depth       Description                                         PENET.             Est. Bearing
                                                             (blows per 100mm)
  (mm)                                                                                Capacity
                                                              1      2    3      4       (kPa)
    0         (FILL) SAND (SP)-fine to medium sand,
              grey, moist, very loose
   100                                                        1                          30
   200                                                        1
   300                                                        1
   400        SAND (SP)-fine to medium sand, grey,            1
              moist, very loose
   500                                                        1                          30
   600                                                        1
   700                                                        1
   800                                                        1
   900                                                        1                          30
   1000                                                       1
   1100                                                       1
   1200                                                       1
   1300                                                       1                          30
   1400                                                       1
   1500       Borehole Terminated                             1
   1600                                                       1
   1700                                                       1                          30
   1800                                                       1
   1900                                                       1
   2000                                                       2                          50
   2100                                                       2
   2200                                                       2
   2300                                                       2
   2400                                                       2                          50
   2500                                                       1
   2600                                                       2
   2700                                                       2
   2800                                                       3                          100
   2900                                                       4
   3000                                                       4
   3100                                                       4
   3200                                                       4
   3300                                                       4                          125
   3400                                                       5
   3500                                                       5

    Page | 4 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
                                          22-0439