Appendix D Engineering Site Servicing Report

                 THE ONLY NAME IN SOILS


 SOIL PROFILE REPORT
 CLIENT:        Kieran Courtney.                  AUTHORISED           Ferg & Roeds.
                                                  BY:
 PROJECT:       9 Butler Street,                  DATE TESTED:         10/02/2021
                Tewantin.                         JOB NO:              21/0127


                  Drilling Method: Jacro 105 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, dark
                grey, moist, loose.
     100                                                         2                      50
     200                                                         2
     300                                                         1
     400                                                         2                      50
     500                                                         1
     600                                                         2
     700                                                         1                      30
     800                                                         2
     900        CLAYEY SAND (SC)-Fine to coarse sand,            1
                grey, medium plasticity fines, moist, loose.
     1000                                                        2                      50
     1100                                                        2
     1200                                                        2
     1300                                                        2                      50
     1400       CLAYEY SAND (SC)-Fine to coarse sand,            8                     >200
                grey/ brown & pale brown, medium plasticity
                fines, moist, medium-dense.
     1500                                                        8
     1600                                                        8                     >200
     1700
     1800
     1900
     2000       Hole Terminated.
     2100
     2200
     2300
     2400
     2500




Page | 4 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
                                            21/0127