210408 - 72 Podargus Parade, PEREGIAN BEACH - Slope Stability Report

      THE ONLY NAME IN SOILS



 SOIL PROFILE REPORT
 CLIENT:        Debra Ozmin.                    AUTHORISED            Patrick Ozmin.
                                                BY:
 PROJECT:       72 Podargus Parade,             DATE TESTED:          23/02/2021
                Peregian Beach.                 JOB NO:               21/0206


                 Drilling Method: Hand Auger 100mm.                                 Borehole
                                                                                      No.3
    Depth       Description                                       PENET.           Est. Bearing
                                                              (blows per 100mm)
    (mm)                                                                            Capacity
                                                                                       (kPa)
                                                              1   2     3     4
       0        SILTY SAND (SM)-Fine to coarse grained,
                pale grey, moist, loose.
     100                                                               2               50
     200                                                               1
     300                                                               2
     400                                                               1               30
     500                                                               1
     600                                                               1
     700                                                               1               30
     800                                                               1
     900                                                               1
     1000                                                              2               50
     1100                                                              1
     1200                                                              2
     1300       SILTY SAND (SM)-Fine to coarse grained,                3               100
                pale grey, moist, medium-dense.
     1400                                                              3
     1500       Hole Terminated.                                       3
     1600
     1700
     1800
     1900
     2000
     2100
     2200
     2300
     2400
     2500




Page | 6 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
                                            21/0206