180078 - Soil Report · 51901.3604.01

                 THE ONLY NAME IN SOILS


 SOIL PROFILE REPORT
 CLIENT:        Spark Architects.               AUTHORISED                Spark Architects.
                                                BY:
 PROJECT:       5 Quamby Place,                 DATE TESTED:              17/07/2018
                Noosa Heads.                    JOB NO:                   18/0609
                Calgoa Point Beach Resort.


                       Drilling Method: Hand Auger.                                     Borehole
                                                                                          No.4
    Depth       Description                                           PENET.           Est. Bearing
                                                                   (blows per 100mm)
    (mm)                                                                                Capacity
                                                               1     2    3      4         (kPa)
       0        (FILL) SILTY SAND (SM)- Fine to coarse
                sand, brown, moist, loose.
      100                                                                        1         30
      200                                                                        1
      300                                                                        1
      400                                                                        1         30
      500                                                                        1
      600       (FILL) SAND (SP)- Fine to coarse sand, pale                      1
                grey, moist, loose.
      700                                                                        1         30
      800                                                                        1
      900                                                                        1
     1000       (FILL) SAND (SP)- Fine to coarse sand, pale                      3         100
                grey, moist, medium-dense.
     1100                                                                       5
     1200                                                                       7
     1300                                                                       8          275
     1400                                                                       10
     1500                                                                       10
     1600
     1700
     1800
     1900       Hole Terminated.
     2000
     2100
     2200
     2300
     2400
     2500




Page | 8 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
                                            18/0609