7.0 Site Class Report (Proposed Residence)

                 THE ONLY NAME IN SOILS


SOIL PROFILE REPORT
CLIENT:        David Rogalsky.                     AUTHORISED            Building Suncoast Green.
                                                   BY:
PROJECT:       142 Playford Road, Kin Kin.         DATE TESTED:          10/07/2020
                                                   JOB NO:               20/0609-A


                 Drilling Method: Jacro 105 100mm.                                     Borehole
                                                                                        No. 12
   Depth       Description                                         PENET.             Est. Bearing
                                                               (blows per 100mm)
   (mm)                                                                                Capacity
                                                                                          (kPa)
                                                               5     6      8 6
     0         (FILL) -SANDY CLAY (CL)- Low
               plasticity, grey, fine to coarse sand, moist,
               stiff.

    100                                                             3                    100
    200        (FILL) -SANDY CLAY (CI)- Medium                      18                   >200
               plasticity, pale brown, fine to coarse sand,
               moist, stiff.
    300                                                            >20
    400
    500
    600
    700
    800
    900
    1000
    1100
    1200       SANDY CLAY (CL)- Low plasticity, pale
               brown, fine to coarse sand, trace of gravel,
               moist, stiff. (Becoming Extremely
               Weathered Rock)
    1300
    1400
    1500
    1600
    1700
    1800
    1900
    2000       Hole Terminated.
    2100
    2200
    2300
    2400
    2500




Page | 5 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
                                           20/0609-A