Reference Document - Slope Stability Risk Assessment

                                                                                                                                                                                                                                                                                             BORE 4
                                                                                                                                              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                                      5

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


                                                                                                                                                                                                                                                                                                            2


                                                                                                                                                                                                                                                                                                            3


                                                                                                                                                                                                                                                                                                            3




                                                                                                                                                                                       No groundwater seepage encountered at the time of investigation.
                                                               0.5
                                                                                                              stiff, red-brown.
                                                                                                                                                                                                                                                                                                            4


                                                                                                                                                                                                                                                                                                            5


                                                                                                                                                                                                                                                                                                            5


                                                                                                                                                                                                                                                                                                            6


                                                                                                                                                                                                                                                                                                            4
                                                               1.0

                                                                                                                                                                                                                                                          Stiff                                             4


                                                                                                                                                                                                                                                                                                            4


                                                                                                                                                                                                                                                                                                            5


                                                                                                                                                                                                                                                                                                            3


                                                                                                                                                                                                                                                                                                            3
                                                               1.5

                                                                                                                                                                                                                                                                                                            3


                                                                                                                                                                                                                                                                                                            4


                                                                                                                                                                                                                                                                                                            5


                                                                                                                                                                                                                                                                                                            6


                                                                                                                                                                                                                                                                                                            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;