Geotch Report December 2021 95141.00.R.001.RevA

                                                                     BOREHOLE LOG
CLIENT:             De Luca Corporation Pty Ltd                                                     SURFACE LEVEL: --                              BORE No: 4
PROJECT:            Proposed Youngcare Facility                                                     EASTING: 509328                                PROJECT No: 95141.00
LOCATION:           32 Viewland Drive, Noosa Heads                                                  NORTHING: 7080552                              DATE: 3/12/2020
                                                                                                    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

               SAND SP: fine to medium grained, grey-brown, trace of
               silt, dry, loose




               - moist, loose to medium dense




               - light grey, medium dense
     1                                                                                                                                             1




     2                                                                                                                                             2




     3   3.0                                                                                                                                       3
               Bore discontinued at 3.0m
               Limit of Investigation




RIG: Jacro 200                      DRILLER: RB                    LOGGED: ADS                                                     CASING: Nil
TYPE OF BORING:   Auger
WATER OBSERVATIONS: No groundwater observed at the time of investigation.
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)