Response to Information Request - Received on 19/04/2012 · OPW11/0335

                                                         BORE REPORT                                                                I-==~
 Client: Scanlan Properties Pty LId
                                                                                             BORE 4
 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 6.0m*



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                                                                                                    6.0
o                                                                                                                                     0.0
        FILL
        -

            grey-brown and orange, sandy fine to medium sub-angular gravel                                 Ii                 D

        SAND (SP)                                                                                                                     0.25
        -light grey-brown, fine grained
                                                                                                                              D

                                                                                                                                      0.5

                                                                                                            .........
                                                                                                                              D
                                                                                                            .........




                                                                                                            ..".....


                                                                                                                                      0.75

                                                                                                                              D

1-                                                                                                  5.0-                              1.0
                                                                                                            .........




                                                                                                                              D
                                                                                                            ........   .



                                                                                                            .-.....-




                                                                                                                                      1.25

                                                                                                                              D

                                                                                                                                       1.5

                                                                                                                              D
                                                                                                            .........




                                                                                                                                      1.75

                                                                                                                              D

2-                                                                                                  4.0-    .........
                                                                                                                                       2.0

                                                                                                                              D

                                                                                                                                      2.25

                                                                                                                              D

                                                                                                                                       2.5
                                          End of Bore at 2.5 m




3-                                                                                                   3.0-


D     Disturbed Sample                                  E        Environmental Sample                                      C      NMLC Coring
B     Bulk Sample                                       S        Standard Penetrometer Test (SPT)                          Is(50) Point Load Test Result (Mpa)
U     Undisturbed Tube (50mm diameter)                  HB       SPT Hammer Bouncing                                       (d) Diamelral Point Load Strength Test
pp    Pocket Penetrometer Test (kPa)                    () No Sample Recovery                                              (a) Axial Point Load Strength Test


 Rig: Hydrapower Trekker
 Drilling Method: Auger
 Groundwater: No free groundw ter encountered during auger drilling

 Remarks: * Approximate ground surface level interpolated from PMM Group’s Drawing No. 7328-03, dated 18 April 2007