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.1
    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                                                        4                     125
      200                                                        6
      300                                                        8
      400       SANDY CLAY (CH)- High plasticity, pale           7                     225
                brown and pale grey, fine to coarse sand,
                moist, stiff.
     500                                                         8
     600                                                         8
     700                                                         8                     275
     800                                                         7
     900                                                         8
     1000                                                        9                     300
     1100                                                        8
     1200                                                        8
     1300                                                        8                     275
     1400                                                        8
     1500                                                        8
     1600
     1700       SANDY CLAY (CL)- Low plasticity, pale
                brown, fine to coarse sand, trace of fine to
                coarse gravel, moist, stiff.
     1800
     1900
     2000
     2100
     2200
     2300
     2400
     2500
     2600
     2700
     2800       WEATHERED ROCK (XW)- Auger refusal.




Page | 4 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
                                            19/0193