Geotech 95141.00.R.001

                                                                        BOREHOLE LOG
CLIENT:             De Luca Corporation Pty Ltd                                                        SURFACE LEVEL: --                              BORE No: 1
PROJECT:            Proposed Youngcare Facility                                                        EASTING: 509335                                PROJECT No: 95141.00
LOCATION:           32 Viewland Drive, Noosa Heads                                                     NORTHING: 7080555                              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, very loose to loose




                                                                                                             0.5
               - moist, loose to medium dense

                                                                                                       D
               - medium dense

                                                                                                             0.9

     1                                                                                                                                                1




               - light grey

                                                                                                             1.4



                                                                                                       D



                                                                                                             1.8



     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)