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Slope Stability Analysis

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                                                                           QBCC #:15288478
                                                                           PH: 07 54 740 900
                                                          3/53 Gateway Drive, Noosaville 4566
                                                                 [email protected]


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3000       SANDY CLAY (CH)- High plasticity, or-                                  150
           ange-brown mottled pale grey, fine to me-
           dium sand, w~PL, stiff
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4500       Bore Terminated – Depth Achieved




 Page | 6 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
                                       25-0664
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