Geotech Report - Initial Findings

                                                     BORE REPORT
 Client: Scanlon Properties Pty Ltd                                                                BORE 1
 Project: Residential Development                                                                  Page No: 1 of 1
 Location: 215-219 David Low Way, Peregian Beach                                                   Date: 8 June 2007
 Project No: 07160                                                                                 Ground Surface Level: RL 3.1m*




                                                                                                                                          Sample Depth (m)
                                                                                                                            Sample Type




                                                                                                                                                                        Test Results
                                               Description
Depth (m)




                                                                                                                Lithology
                                                                                                       RL (m)
                                                                                                       3.1
      0                                                                                                                                   0.0
            FILL
            - grey-brown and yellow-brown, silty sand, traces of sandy clay, trace of sub-                                    D
            angular gravel
                                                                                                                                          0.25
                                                                                                                              D
                                                                                                                                          0.5
                                                                                                                              D
                                                                                                                                          0.75
            SILTY CLAY (OH)
                                                                                                                              D
            - dark grey-brown, with organics
      1                                                                                                                                   1.0
                                                                                                        2.0                   D
            SILTY SAND (SM)                                                                                                               1.25
            - dark grey-brown
                                                                                                                              D
                                                                                                                                          1.5
                                                                                                                              D
                                                                                                                                          1.75
                                                                                                                              D
      2                                                                                                                                   2.0
            - indurated sand
                                                                                                        1.0                   D
                                                                                                                                          2.25
                                                                                                                              D
                                                                                                                                          2.5
                                           End of Bore at 2.5 m




      3

Is(50) Point Load Test Result (MPa)               Up Pushtube Sample                S        Standard Penetrometer Test (SPT)    D                           Disturbed Sample
E      Environmental Sample                       C   NMLC Coring                   (d)      Diametral Point Load Strength Test B                            Bulk Sample
U     Undisturbed Tube (50mm diameter)            HB SPT Hammer Bouncing            (a)      Axial Point Load Strength Test
pp Pocket Penetrometer Test (kPa)                 ( ) No Sample Recovery            V        Vane Shear Strength, Uncorrected (kPa)

 Rig: Hydrapower Trekker
 Drilling Method: Auger
 Groundwater: Free groundwater encountered at 0.8m depth
 Remarks: * Approximate ground surface level interpolated from PMM Group's Drawing No. 7328-03, dated 18 April 2007