Att 9 - Geotech and PASS report

                                                                          BOREHOLE LOG
CLIENT:              Martoo Consulting Pty Ltd                                                           SURFACE LEVEL: 1.6 AHD                         BORE No: 5
PROJECT:             Proposed Commercial Development                                                     EASTING: 504442                                PROJECT No: 90151.00
LOCATION:            11-19 Hilton Terrace, Noosaville                                                    NORTHING: 7080292                              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
         0.03
                ASPHALT
         0.21   FILLING - medium dense to dense, brown, fine to medium
                with some coarse grained clayey sand filling, low plasticity
                clay fines, moist                                                                              0.4

                FILLING - stiff, dark grey-brown, some orange-brown                                      D
                                                                                                               0.6               pp = 190
1




                streaking, medium plasticity sandy clay filling, fine to                                       0.7
         0.75   medium grained sand, moist
                CLAYEY SAND - medium dense, dark grey, fine to
     1                                                                                                                                                  1
         1.05   medium grained clayey sand, low plasticity clay fines, wet
                SILTY SAND - medium dense to dense, orange-brown
                streaked grey, fine to medium grained silty sand, wet
0




                - loose
     2                                                                                                                                                  2



         2.35
                CLAYEY SAND - loose to medium dense, grey, fine to
                medium grained clayey sand, low plasticity clay fines,
                some shell fines, wet
-1




     3                                                                                                                                                  3



          3.3
                SILTY CLAY - stiff, light grey mottled red-brown, high                                         3.4               pp = 180
                plasticity silty clay, moist
-2




                - very stiff
                                                                                                               3.9               pp = 240
     4                                                                                                                                                  4




                                                                                                               4.4               pp = 270
-3




                                                                                                               4.9               pp = 270
     5                                                                                                                                                  5




                                                                                                               5.4               pp = 200
                - some fine to medium ironstone
-4




                                                                                                               5.9               pp = 310
     6    6.0                                                                                                                                           6
                Bore discontinued at 6.0m
                Limit of Investigation.
-5




RIG: Jacro 200                       DRILLER: RB                  LOGGED: RB                                                            CASING: Nil
TYPE OF BORING:    Auger
WATER OBSERVATIONS: Groundwater seepage observed at 1.05 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)