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

                                                            BORE REPORT                                                                       tB’I~
                                                                                               BORE 2
Client: Scanlan Properties Pty LId

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 3.1m’




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                                                                                                       3.1
o                                                                                                                                               0.0
        FILL
                                                                                                              -




        -

         grey-brown and yellow-brown, silty sand, traces of sandy clay, trace of sub-                                                    D

        angular gravel                                                                                                       ~
                                                                                                                                                0.25
                                                                                                                             ~
                                                                                                                             ~           0

                                                                                                                                                0.5

                                                                                                                                         0

                                                                                                                                                0.75

        SIL TY CLA Y (OH)
        -   dark grey-black, with organics                                                                    ~                          D

                                                                                                                                                1.0
1-

                                                                                                       2.0-       ~
                                                                                                                  ~
                                                                                                                                         0

        SILTY SAND (SM)                                                                                                                         1.25
        -   dark grey-brown
                                                                                                                  :TT::
                                                                                                                                         D
                                                                                                                  HHT
                                                                                                                                                1.5

                                                                                                                  HUH                    D


                                                                                                                  :TTO:                         1.75

                                                                                                                                         D
                                                                                                                  :TT::
2-    -------------------------------------------------------------                                               ..~:"’:’:’".":’.              2.0
            indurated sand
        -




                                                                                                        1.0-      :TT::                  D

                                                                                                                  :TT::                         2.25


                                                                                                                  :TT::                  D

                                                                                                                                                 2.5
                                             End of Bore at 2.5 m




3-


D     Disturbed Sample                                     E        Environmental Sample                                             C      NMLC Coring
B     Bulk Sample                                          S        Standard Penetrometer Test (SPT)                                 15(50) Point Load Test Result (Mpa)
U     Undisturbed Tube (50mm diameter)                     HB SPT Hammer Bouncing                                                    (d) Diametral 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: Free groundwater encountered at 0.8m depth

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