Slope Stability Analysis

                                                                              QBCC #:15288478
                                                                              PH: 07 54 740 900
                                                             3/53 Gateway Drive, Noosaville 4566
                                                                    [email protected]




SOIL PROFILE REPORT
CLIENT:      MACKY GROUP                    AUTHORISED           MACKY GROUP
                                            BY:
PROJECT:     15 & 17 MYALL STREET,          DATE TESTED:         13/06/2025
             COOROY                         JOB NO:              25-0664


                 Drilling Method: Jacro 105 100mm.                                    Borehole
                                                                                        No.3
  Depth      Description                                         PENET.              Est. Bearing
                                                             (blows per 100mm)
  (mm)                                                                                Capacity
                                                             1      2    3       4       (kPa)
    0        FILL/ CLAYEY SAND (SC)- Fine to me-
             dium sand, brown-grey, moist, medium
             dense
   100                                                                   3               100
   200                                                                   3
   300       SANDY CLAY (CH)- High plasticity, pale                      2               100
             brown mottled brown, fine to medium sand,
             w~PL, firm to stiff
   400                                                                   2
   500                                                                   2
   600                                                                   2
   700                                                                   1               75
   800                                                                   2
   900                                                                   2
   1000      SANDY CLAY (CH)- High plasticity, pale                      3               100
             brown mottled brown, fine to medium sand,
             trace fine to medium gravel, w~PL, stiff
   1100                                                                  3
   1200                                                                  3
   1300                                                                  4
   1400      SANDY CLAY (CH)- High plasticity, pale                     10               150
             brown mottled brown, fine to medium sand,
             trace fine to medium gravel, w~PL, very
             stiff
   1500                                                                 10
   1600
   1700
   1800
   1900
   2000
   2100
   2200
   2300
   2400
   2500
   2600


    Page | 7 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
                                          25-0664