Soil Report · RAL22/0021

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


               Drilling Method: Hand Auger 100mm.                                     Borehole
                                                                                        No.2
  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        SAND (SP)-fine to medium sand, grey,                 1
              moist, very loose
   400                                                             1                     30
   500                                                             1
   600                                                             1
   700                                                             1
   800                                                             1                     30
   900                                                             1
   1000                                                            1
   1100                                                            1
   1200                                                            1                     30
   1300                                                            1
   1400                                                            1
   1500       Borehole Terminated                                  1
   1600                                                            1                     30
   1700                                                            1
   1800                                                            1
   1900                                                            1
   2000                                                            1
   2100                                                            2                     50
   2200                                                            2
   2300                                                            2
   2400                                                            1
   2500                                                            2
   2600                                                            2
   2700                                                            3                     100
   2800                                                            3
   2900                                                            2
   3000                                                            2
   310                                                             2                     50
   3200                                                            2

    Page | 6 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
                                          22-0439