Appendix C - Soil Test

                 THE ONLY NAME IN SOILS


 SOIL PROFILE REPORT
 CLIENT:        C.P and D.I Campbell              AUTHORISED              C.P and D.I Campbell
                Builders.                         BY:                     Builders.
 PROJECT:       Lot 28 Smiths Road,               DATE TESTED:            12/03/2019
                Tinbeerwah.                       JOB NO:                 19/0193


                   Drilling Method: Jacro 105 100mm.                                 Borehole
                                                                                       No.2
    Depth        Description                                        PENET.          Est. Bearing
                                                                (blows per 100mm)
    (mm)                                                                             Capacity
                                                                                        (kPa)
                                                                1     2      3 4
       0         SANDY CLAY (CL)- Low plasticity, grey-
                 brown, fine to coarse sand, moist, stiff.
      100                                                             8                 275
      200        SANDY CLAY (CL)- Low plasticity, pale               12
                 brown, fine to coarse sand, trace of fine to
                 coarse gravel, with boulders present, moist,
                 stiff.
     300                                                            >20                  -
     400
     500
     600
     700
     800
     900
     1000        WEATHERED ROCK (XW)- Auger refusal.
     1100
     1200
     1300
     1400
     1500
     1600
     1700
     1800
     1900
     2000
     2100
     2200
     2300
     2400
     2500




Page | 5 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
                                            19/0193