Att 9 - Geotech and PASS report

                                                                       BOREHOLE LOG
CLIENT:             Martoo Consulting Pty Ltd                                                         SURFACE LEVEL: 1.1 AHD                                   BORE No: 1
PROJECT:            Proposed Commercial Development                                                   EASTING: 509382                                          PROJECT No: 90151.00
LOCATION:           11-19 Hilton Terrace, Noosaville                                                  NORTHING: 7080356                                        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
         0.05   ASPHALT                                                                                     0.05
1




                                                                                                      D
          0.2   ROADBASE - very dense, grey-brown, fine to coarse silty                                     0.2              ASS sample taken every
                sandy gravel roadbase, fine to coarse grained sand, moist                                   0.25                  0.25m to 2m

                SILTY SAND - dense, orange-brown, fine to medium                                      B
                grained silty sand, some fine gravel, moist
                                                                                                            0.7
                - medium dense, wet
                                                                                                            0.85
                - loose, grey
     1                                                                                                D                                                        1
                                                                                                            1.1
0




         1.15
                SANDY CLAY - soft, medium plasticity sandy clay, fine to                                    1.2
                medium grained sand, wet                                                              D
                                                                                                            1.4                     pp = 10
          1.5                                                                                               1.5
                SILTY SAND - loose to medium dense, grey, fine to                                           1.6
                medium grained silty sand, some fine gravel, some clay
                fines, some shell fines, moist                                                        D
                                                                                                            1.9
     2    2.0                                                                                                                                                  2
                Bore discontinued at 2.0m
-1




                Limit of Investigation.




     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 0.7 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)