Geotech Report - Initial Findings

                                                      BORE REPORT
 Client: Scanlon Property Group Pty Ltd                                                 BORE 10
 Project: Essence of Peregian                                                           Page No: 1 of 1
 Location: 215 - 219 David Low Way, Peregian Beach                                      Date: 10 April 2010
 Project No: 007-160A                                                                   Ground Surface Level: RL5.2m*




                                                                                                                                Sample Depth (m)
                                                                                                                  Sample Type




                                                                                                                                                              Test Results
                                                 Description
Depth (m)




                                                                                                      Lithology
                                                                                             RL (m)
                                                                                            5.2
      0
            FILL
            - grey-brown, silty sand (topsoil)
            SAND (SP)
            - loose, grey, fine grained
      1
                                                                                              4.0
            - medium dense
                                                                                                                                1.5
                                                                                                                    S                                       6,6,7
                                                                                                                                                            N=13
      2                                                                                                                         1.95
                                                                                              3.0



      3                                                                                                                         3.0
            INDURATED SAND (SP)                                                               2.0                   S                                    30 for 150mm
                                                                                                                                3.15
            - dense/weakly cemented, dark brown, fine to medium grained


      4
                                                                                              1.0
                                                                                                                                4.5
                                                                                                                    S                                  25,29,30 for 100mm
                                                                                                                                4.9
      5
                                                                                              0.0



      6                                                                                                                         6.0
                                                                                            -1.0                    S                                      17,19,16
                                                                                                                                                            N=36
                                                                                                                                6.45


      7                                                                                                                         7.0
                                                                                            -2.0                    S                                  11,24,30 for 140mm
                                                                                                                                7.44
                                           End of Bore at 7.44 m

      8
                                                                                            -3.0

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: Jacro 350
 Drilling Method: Auger to 3.0m then washbore
 Groundwater: Free groundwater encountered at 1.2m depth during auger drilling
 Remarks: *Approximate ground surface level interpolated from PMM Group's Drawing No. 7328-03A.dwg, dated 18 April 2007.