Additional Geotech Investigation 22.02.01 From Douglas Partners - 95120.01.R.001 · OPW21/0315

                                                                     BOREHOLE LOG
CLIENT:             Braeden Constructions Pty Ltd                                                   SURFACE LEVEL: --                                            BORE No: 3
PROJECT:            Proposed Residence                                                              EASTING: 508016                                              PROJECT No: 95120.01
LOCATION:           33 Wyuna Drive, Noosaville                                                      NORTHING: 7080568                                            DATE: 22/12/2021
                                                                                                    DIP/AZIMUTH: 90°/--                                          SHEET 1 OF 1

                                   Description                                                             Sampling & In Situ Testing




                                                                                         Graphic




                                                                                                                                                     Water
     Depth                                                                                                                                                           Dynamic Penetrometer Test




                                                                                          Log
RL




                                                                                                                  Sample
                                         of




                                                                                                          Depth
                                                                                                                                                                        (blows per 100mm)




                                                                                                   Type
      (m)                                                                                                                       Results &
                                      Strata                                                                                    Comments
                                                                                                                                                                       5     10    15     20

               FILL/Silty SAND SM: fine to medium grained,
               grey-brown, with clay fines, with fine gravel, moist, loose                                                  ASS samples taken
               to medium dense, fill                                                                      0.25             every 0.25m interval to
                                                                                                                                 4m depth
               - medium dense




     1                                                                                                                                                           1




               - grey orange-brown, no gravel, wet




                                                                                                                                                     18-01-22
     2                                                                                                                                                           2

         2.2
               Silty SAND SM: fine to medium grained, grey, wet,
               dense



               - medium dense

     3                                                                                                                                                           3

         3.2
               SAND SP: fine to medium grained, grey, with silt fines,
               wet, medium dense




     4         - dense                                                                                                                                           4




         4.8
               Silty SAND SM: fine to medium grained, dark
     5         grey-brown, wet, very dense (indurated)                                                                                                           5




     6   6.0                                                                                                                                                     6
               Bore discontinued at 6.0m
               Limit of Investigation




RIG: Jacro 200                      DRILLER: RB                    LOGGED: RB                                                            CASING: NIl
TYPE OF BORING:   Auger
WATER OBSERVATIONS: Groundwater seepage observed at 1.65 m depth at time of drilling.
REMARKS: Location coordinates are in MGA94 Zone 56J. PVC standpipe installed to 3m depth.                                                                       Sand Penetrometer AS1289.6.3.3
                                                                                                                                                                Cone Penetrometer AS1289.6.3.2
                   SAMPLING & IN SITU TESTING LEGEND
A   Auger sample           G    Gas sample                PID Photo ionisation detector (ppm)
B   Bulk sample            P    Piston sample             PL(A) Point load axial test Is(50) (MPa)
BLK Block sample           Ux   Tube sample (x mm dia.)   PL(D) Point load diametral test Is(50) (MPa)
C   Core drilling          W    Water sample              pp    Pocket penetrometer (kPa)
D   Disturbed sample            Water seep                S     Standard penetration test
E   Environmental sample        Water level               V     Shear vane (kPa)