210055 - 327 Kinmond Creek Road, COOTHARABA - Site Classification Report

              THE ONLY NAME IN SOILS


 SOIL PROFILE REPORT
 CLIENT:        Sarah And Doug Pearson             AUTHORISED             Sarah And Doug Pearson
                                                   BY:
 PROJECT:       327 Kinmond Creek Road,            DATE TESTED:           13/01/2021
                Cootharaba.                        JOB NO:                21/1374


                 Drilling Method: Hand Auger 100mm.                                     Borehole
                                                                                          No.2
    Depth       Description                                         PENET.             Est. Bearing
                                                                (blows per 100mm)
    (mm)                                                                                Capacity
                                                                                           (kPa)
                                                                1     2      3 4
       0        SILTY SAND (SM)-Fine to coarse grained,
                pale brown, moist, medium-dense.
     100                                                              3                    100
     200                                                              4
     300                                                              4
     400        SANDY CLAY (CL)-Low plasticity, pale                  5                    175
                brown, fine to coarse sand, traces of fine to
                coarse gravel, moist, stiff.
     500                                                             6
     600                                                             7
     700                                                             8                    >200
     800        GRAVEL-Hand Auger Refusal.                           9
     900                                                            11
     1000                                                           >20                   >200
     1100
     1200
     1300
     1400
     1500
     1600
     1700
     1800
     1900
     2000
     2100
     2200
     2300
     2400
     2500




Page | 5 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
                                            20/1374