App 3 - Protest - Landslip Assessment

                                                                                                                                                                                                                                                                                                 BORE 3
                                                                                                                                               CLIENT Viktoria Dioszegi                                                                                                                          DATE 02/08/2019
                                                                                                                                               PROJECT Slope Stabilities and Site Classification                                                                                                 EASTING
                                                                                                                                               LOCATION 328 Upper Pinbarren Creek Road, Pinbarren                                                                                                NORTHING
                                                                                                                                               PROJECT NUMBER PTP/03499                                                                                                                          SURFACE ELEV.
                                                                                                                                               DRILLER Protest                                                                         RIG 4wd mounted drill rig LOGGER KM

                                                                                                                                                                                                                                                                                           Sampling & Testing
                                                                     Drilling Method



                                                                                                Graphic Log

                                                                                                                                                                                                                                                                        Strength                                     Dynamic
                                                                                       Casing




                                                                                                                                         Material Description                                                                                                          (Consistency,               Results &     Penetrometer Test
                                                                                                                                                                                                                                                                                          Type                  (blows per 100 mm)
                                                                                                                                                                                                                                                                                                   Comments




                                                                                                                                                                                           Water
                                                                                                                                                                                                                                                                      Relative Density,
                                                        RL Depth                                                                                                                                                                                                       Rock Strength)
                                                        (m) (m)                                                                                                                                                                                                                                                     5   10   15   20
                                                                                                              TOPSOIL
                                                                                                                                                                                                                                                              Medium Dense                                      3

                                                                                                              CH clayey SILT trace sand and gravel, stiff, orange, high plasticity, fine
                                                                                                              to medium angular gravel, fine to coarse sand, moist                                                                                                                                              3


                                                                                                                                                                                                                                                                                                                3


                                                                                                                                                                                                                                                                                                                3

                                                                                                              red-brown
                                                                                                                                                                                                                                                                                                                3




                                                                                                                                                                                           No groundwater seepage encountered at the time of investigation.
                                                               0.5

                                                                                                                                                                                                                                                                                                                4
                                                                                                                                                                                                                                                                                           0.6
                                                                                                                                                                                                                                                                                                                4


                                                                                                                                                                                                                                                                                           D                    4


                                                                                                                                                                                                                                                                                                                3
                                                                                                                                                                                                                                                                                           0.9
                                                                                                                                                                                                                                                                                                                4
                                                               1.0

                                                                                                                                                                                                                                                              Stiff                                             5


                                                                                                                                                                                                                                                                                                                4


                                                                                                                                                                                                                                                                                                                4


                                                                                                                                                                                                                                                                                                                4


                                                                                                                                                                                                                                                                                                                3
                                                               1.5

                                                                                                                                                                                                                                                                                                                4


                                                                                                                                                                                                                                                                                                                5


                                                                                                                                                                                                                                                                                                                5


                                                                                                                                                                                                                                                                                                                8


                                                                                                                                                                                                                                                                                                                6
                                                               2.0
                                                                                                              Bore terminated at 2 m.
                                                                                                              Target depth achieved.
PROTEST-BORE LOGS.GPJ GINTDATATEMP_PROTEST.GDT 9/8/19




                                                               2.5




                                                               3.0

                                                        Remarks:
                                                        Auger to 2.0 m;