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.11
   Depth       Description                                             PENET.         Est. Bearing
                                                                 (blows per 100mm)
   (mm)                                                                                Capacity
                                                                                          (kPa)
                                                                   5      6 7 8
     0         (FILL) -SANDY CLAY (CL)- Low
               plasticity, grey, fine to coarse sand, moist,
               stiff.

    100        (FILL) -SANDY CLAY (CI)- Medium                     4                      125
               plasticity, pale brown, fine to coarse sand,
               moist, stiff.
    200                                                            6                     >200
    300                                                            8
    400                                                            9
    500        SANDY CLAY (CI)- Medium plasticity,                 7
               grey/ brown, fine to coarse sand, moist, stiff.
    600                                                            9                     >200
    700                                                           10
    800                                                           11
    900                                                           11
    1000       SANDY CLAY (CL)- Low plasticity, pale              15
               brown, fine to coarse sand, trace of gravel,
               moist, stiff. (Becoming Extremely
               Weathered Rock)
    1100                                                         >20
    1200
    1300
    1400
    1500
    1600
    1700
    1800
    1900
    2000       Hole Terminated
    2100
    2200
    2300
    2400
    2500




Page | 4 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
                                           20/0609-A