Att 9 - Geotech and PASS report

                                                                      BOREHOLE LOG
CLIENT:             Martoo Consulting Pty Ltd                                                        SURFACE LEVEL: 1.3 AHD                         BORE No: 6
PROJECT:            Proposed Commercial Development                                                  EASTING: 504425                                PROJECT No: 90151.00
LOCATION:           11-19 Hilton Terrace, Noosaville                                                 NORTHING: 7080321                              DATE: 18/4/2017
                                                                                                     DIP/AZIMUTH: 90°/--                            SHEET 1 OF 1

                                     Description                                                           Sampling & In Situ Testing




                                                                                         Graphic
                                                                                                                                                        Dynamic Penetrometer Test




                                                                                                                                           Water
     Depth




                                                                                          Log
RL




                                                                                                                   Sample
                                         of                                                                                                                (blows per 100mm)




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

                FILLING - medium dense, grey-brown, fine to medium
                grained silty sand filling, some wire, concrete, moist
1




                                                                                                                                                                                    >>



          0.7
                SANDY CLAY - firm, dark grey-brown, medium plasticity
                sandy clay, fine to medium grained sand, moist                                             0.9
         0.95
     1          SILTY SAND - medium dense, grey, fine to medium                                                                                     1
                grained silty sand, some clay fines, wet
0




                - some shell fines
     2    2.0                                                                                                                                       2
                Bore discontinued at 2.0m
                Limit of Investigation.
-1




     3                                                                                                                                              3
-2




     4                                                                                                                                              4
-3




     5                                                                                                                                              5
-4




     6                                                                                                                                              6
-5




RIG: Jacro 200                       DRILLER: RB                  LOGGED: RB                                                        CASING: Nil
TYPE OF BORING:    Auger
WATER OBSERVATIONS: Groundwater seepage observed at 0.95 m at time of investigation.
REMARKS: Location coordinates are in MGA94 Zone 56 J.                                                                                              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)