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.2
    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                                                            1                     30
     500                                                            2
     600                                                            1
     700                                                            1                     30
     800                                                            2
     900                                                            2
     1000       SILTY SAND (SM)-Fine to coarse grained,             3                    100
                pale grey, moist, medium-dense.
     1100                                                           3
     1200                                                           4
     1300                                                           3                    100
     1400                                                           4
     1500       Hole Terminated.                                    4
     1600
     1700
     1800
     1900
     2000
     2100
     2200
     2300
     2400
     2500




Page | 5 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
                                            21/0302