Geotech Report - Initial Findings

                                                       BORE REPORT
 Client: Scanlon Property Group Pty Ltd                                                  BORE 9
 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: RL5.8m*




                                                                                                                                Sample Depth (m)
                                                                                                                  Sample Type




                                                                                                                                                              Test Results
                                                 Description
Depth (m)




                                                                                                      Lithology
                                                                                             RL (m)
                                                                                             5.8
      0
            SAND (SP)
            - loose, brown (possibly fill)
            - dark grey (possibly fill)
            - grey                                                                            5.0
      1

                                                                                                                                1.5
            - light grey                                                                                            S                                       3,3,3
                                                                                              4.0                                                           N=6
      2                                                                                                                         1.95



            - medium dense                                                                    3.0
      3                                                                                                                         3.0
                                                                                                                    S                                      7,13,19
            - dense, dark grey                                                                                                                              N=32
                                                                                                                                3.45
                                                                                              2.0
      4     - brown


                                                                                                                                4.5
                                                                                                                    S                                      6,12,16
                                                                                              1.0                                                           N=38
      5                                                                                                                         4.95
            INDURATED SAND (SP)
            - dense/weakly cemented, dark brown, fine to medium grained
            SAND (SP)
            - dense, brown, fine to medium grained                                            0.0
      6                                                                                                                         6.0
                                                                                                                    S                                      10,12,18
                                                                                                                                                            N=30
                                                                                                                                6.45
                                                                                             -1.0
      7                                                                                                                         7.0
                                                                                                                    S                                      13,21,19
                                                                                                                                                            N=40
                                                                                                                                7.45
                                             End of Bore at 7.45 m
                                                                                             -2.0
      8


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 1.6m depth during auger drilling
 Remarks: *Approximate ground surface level interpolated from PMM Group's Drawing No. 7328-03A.dwg, dated 18 April 2007.