Slope Stability Report

                 THE ONLY NAME IN SOILS


 SOIL PROFILE REPORT
 CLIENT:        R. & A. Fewtrell.               AUTHORISED            Ross Barton.
                                                BY:
 PROJECT:       109 Cooyar Street,              DATE TESTED:          19/03/2021
                Noosa Heads.                    JOB NO:               21/0302


                 Drilling Method: Hand Auger 100mm.                                  Borehole
                                                                                       No.1
    Depth       Description                                         PENET.         Est. Bearing
                                                              (blows per 100mm)
    (mm)                                                                            Capacity
                                                                                       (kPa)
                                                                1      2 3 4
       0        SILTY SAND (SM)-Fine to coarse grained,
                grey, moist, loose.
     100                                                        2                       50
     200                                                        2
     300        SILTY SAND (SM)-Fine to coarse grained,         1
                pale grey, moist, loose.
     400                                                        2                       50
     500                                                        2
     600                                                        2
     700                                                        2                       50
     800                                                        2
     900                                                        2
     1000       SILTY SAND (SM)-Fine to coarse grained,         3                      100
                pale grey, moist, medium-dense.
     1100                                                       3
     1200                                                       3
     1300                                                       4                      125
     1400                                                       4
     1500       Hole Terminated.                                4
     1600
     1700
     1800
     1900
     2000
     2100
     2200
     2300
     2400
     2500




Page | 4 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
                                            21/0302