Geotech Report - Initial Findings

                                                        BORE REPORT
 Client: Scanlon Properties Pty Ltd                                                       BORE 3
 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 7.5m*




                                                                                                                                 Sample Depth (m)
                                                                                                                   Sample Type




                                                                                                                                                               Test Results
                                                  Description
Depth (m)




                                                                                                       Lithology
                                                                                              RL (m)
                                                                                              7.5
      0                                                                                                                          0.0
            FILL
            - grey-brown, sandy fine sub-angular gravel                                                              D
            SAND (SP)                                                                                                            0.25
            - light grey-brown, fine grained
                                                                                                                     D
                                                                                               7.0                               0.5
                                                                                                                     D
                                                                                                                                 0.75
                                                                                                                     D
      1                                                                                                                          1.0

                                                                                                                     D
                                                                                                                                 1.25
                                                                                                                     D
                                                                                               6.0                               1.5
            - medium to coarse grained
                                                                                                                     D
                                                                                                                                 1.75
                                                                                                                     D
      2                                                                                                                          2.0
                                                                                                                     D
                                                                                                                                 2.25
                                                                                                                     D
                                                                                               5.0                               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 1.5m depth
 Remarks: * Approximate ground surface level interpolated from PMM Group's Drawing No. 7328-03, dated 18 April 2007