Geotech Report - Initial Findings

                                                          BORE REPORT
 Client: Scanlon Property Group Pty Ltd                                                 BORE 11
 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: RL3.0m*




                                                                                                                                Sample Depth (m)
                                                                                                                  Sample Type




                                                                                                                                                              Test Results
                                                Description
Depth (m)




                                                                                                      Lithology
                                                                                             RL (m)
                                                                                            3.0
      0
            FILL
            - loose, dark grey, silty fine grained sand
            SAND (SP)
            - loose, dark grey, fine grained
      1                                                                                       2.0

                                                                                                                                1.5
            - medium dense                                                                                          S                                       3,6,9
                                                                                                                                                            N=15
      2                                                                                       1.0                               1.95

            - medium dense, dark brown


      3                                                                                       0.0                               3.0
                                                                                                                    S                                       2,4,7
                                                                                                                                                            N=11
                                                                                                                                3.45


      4                                                                                     -1.0

                                                                                                                                4.5
                                                                                                                    S                                       4,6,8
                                                                                                                                                            N=14
      5                                                                                     -2.0                                4.95




      6     - medium dense, with indurated sand bands                                       -3.0                                6.0
                                                                                                                    S                                       11,4,5
            - loose, dark grey-brown                                                                                                                         N=9
                                                                                                                                6.45


      7                                                                                     -4.0
            - dense, brown, fine to medium grained
                                                                                                                                7.5
                                                                                                                    S                                      10,16,20
                                                                                                                                                            N=36
      8                                                                                     -5.0                                7.95
                                           End of Bore at 7.95 m

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 0.5m depth during auger drilling
 Remarks: *Approximate ground surface level interpolated from PMM Group's Drawing No. 7328-03A.dwg, dated 18 April 2007.