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.2
    Depth       Description                                        PENET.             Est. Bearing
                                                               (blows per 100mm)
    (mm)                                                                               Capacity
                                                                                          (kPa)
                                                               1     2      3 4
       0        (FILL) SILTY SAND (SM)-Fine to coarse,
                dark grey, traces of gravel, moist, medium-
                dense.
     100                                                             6
     200        SILTY SAND (SM)-Fine to coarse, dark                 6
                grey, moist, loose.
     300                                                             2                    50
     400                                                             1
     500        CLAYEY SAND (SC)-Fine to coarse sand,                2
                grey, medium plasticity fines, moist, loose.
     600                                                             1                    30
     700                                                             2
     800                                                             2
     900                                                             1                    30
     1000                                                            2
     1100                                                            1
     1200                                                            2                    50
     1300       CLAYEY SAND (SC)-Fine to coarse sand,                4                    125
                grey, medium plasticity fines, moist,
                medium-dense.

     1400       SANDY CLAY (CH)-High plasticity, red/                6
                brown, fine to coarse sand, moist, stiff.
     1500                                                            6
     1600                                                            5                    150
     1700
     1800
     1900
     2000       Hole Terminated.
     2100
     2200
     2300
     2400
     2500




Page | 5 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
                                            21/0127