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: 4
PROJECT:            Proposed Residence                                                              EASTING: 508026                                           PROJECT No: 95120.01
LOCATION:           33 Wyuna Drive, Noosaville                                                      NORTHING: 7080560                                         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




     1                                                                                                                                                        1
                - medium dense


                - grey orange-brown, no gravel




                - wet
     2                                                                                                                                                        2


         2.25
                Silty SAND SM: fine to medium grained, grey, wet,
                dense




          2.9
     3          SAND SP: fine to medium grained, grey, with silt fines,                                                                                       3
                wet, medium dense
                - dense




     4                                                                                                                                                        4




                - medium dense


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




                - grey-brown, dense




     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 1.85 m depth at time of drilling.
REMARKS: Location coordinates are in MGA94 Zone 56J.                                                                                                         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)