Reference Documents

                                                                                                                                                                                                                                                                                                                                                                                                                                                          Test Pit No.

                                                                                                                                                                                                                                                                                                                                                                                                                                                              TP2
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                                                                                                                                                                                                                   Engineering Log - Test Pit                                                                                                                                            Project No.:                        23099

                                                                                                                                                                                                                        Client:                                         Romildo Raveane                                                                                                  Commenced:                          12/4/2023
                                                                                                                                                                                                                        Project Name:                                   Proposed Subdivision                                                                                             Completed:                          12/4/2023
                                                                                                                                                                                                                        Hole Location:                                  41 Tallowwood Place, Black Mountain                                                                              Logged By:                          MCC
                                                                                                                                                                                                                        Hole Position:                                  7079272.0 m E 486734.0 m N MGA2020 Zone 56                                                                       Checked By:                         ACD
                                                                                                                                                                                                                        Equipment Type and Model:                                              5.5t Excavator                                                                            RL Surface:                187.04 m
                                                                                                                                                                                                                        Excavation Dimensions:                                                                                                                                           Datum:                     AHD              Operator:       Bebrok

                                                                                                                                                                                                                                          Excavation Information                                                                                                       Material Description and Observations




                                                                                                                                                                                                                                                                                                                                                                                                 Relative Density
                                                                                                                                                                                                                                                                                                                       Classification
                                                                                                                                                                                                                                                                                                                                                                                                                       Pocket            Shear
                                                                                                                                                                                                                            Penetration




                                                                                                                                                                                                                                                                                                                                                                                                 Consistency
                                                                                                                                                                                                                                                                                                         Graphic Log


                                                                                                                                                                                                                                                                Samples                                                                                   Material Description                                                                            Structure and
                                                                                                                                                                                                                                                                                                                                                                                                                    Penetrometer         Vane
                                                                                                                                                                                                                                                                            Recovery




                                                                                                                                                                                                                                                                                                                                                                                                 Condition
                                                                                                                                                                                                                                                                 Tests                                                                      soil type: plasticity or particle characteristics,                                                              Additional




                                                                                                                                                                                                                                                                                                                                                                                                 Moisture
                                                                                                                                                                                                                                                                                                                                                                                                                        UCS               Test
                                                                                                                                                                                                                                                                                                                       Symbol
                                                                                                                                                                                                                   Method




                                                                                                                                                                                                                                                                Remarks                                                                      secondary and minor components, colour                                                                       Observations
                                                                                                                                                                                                                                           Water




                                                                                                                                                                                                                                                                                       RL        Depth                                                                                                                 (kPa)             (kPa)
                                                                                                                                                                                                                                                                                       (m)        (m)




                                                                                                                                                                                                                                                                                                                                                                                                                    100
                                                                                                                                                                                                                                                                                                                                                                                                                    200
                                                                                                                                                                                                                                                                                                                                                                                                                    300
                                                                                                                                                                                                                                                                                                                                                                                                                    400
                                                                                                                                                                                                                                                                                                                                                                                                                    500
                                                                                                                                                                                                                                                                                                                                                                                                                                     50 100 150200
                                                                                                                                                                                                                                                                                                                           CI             Silty CLAY, (TOPSOIL), medium plasticity,                                                                  0.00: TOPSOIL
                                                                                                                                                                                                                                                                                                                                          brown, with roots
                                                                                                                                                                                                                                                                                                                                                                                                   D       Fr


                                                                                                                                                                                                                                                                                                                         CH               Silty Gravelly CLAY, high plasticity, pale brown,                                                          0.30: COLLUVIUM/
                                                                                                                                                                                                                                                                                                                                          red brown, pale grey, fine to coarse phylitte                                                              LANDSIDE DEBRIS
                                                                                                                                                                                                                                                                                                                                          gravel
                                                                                                                                                                                                                                                                                       186.5




                                                                                                                                                                                                                                                                                                                                                                                                                      150
                                                                                                                                                                                                                                                                                                 0.5
                                                                                                                                                                                                                                                             DS                                                                                                                                                             250

                                                                                                                                                                                                                                                             0.5-0.8m




                                                                                                                                                                                                                                                                                                                                                                                                 M to St to
                                                                                                                                                                                                                                                                                                                                                                                                  W VSt
                                                                                                                                                                                                                                                                                       186.0




                                                                                                                                                                                                                                                                                                 1.0
       TECTONIC 3.00.2 LIB.GLB Log 1 TECTONIC BOREHOLE 23099.GPJ <<DrawingFile>> 18/5/2023 11:55 10.02.00.04 Datgel Lab and In Situ Tool - DGD | Lib: Tectonic 3.00.2 2021-03-30 Prj: Tectonic 3.00.2 2021-03-30




                                                                                                                                                                                                                                                                                                                                                                                                                      150

                                                                                                                                                                                                                                                                                                                                                                                                                            250
                                                                                                                                                                                                                                           Not Encountered




                                                                                                                                                                                                                                                                                       185.5




                                                                                                                                                                                                                                                                                                 1.5
                                                                                                                                                                                                                   EX




                                                                                                                                                                                                                                                             DS                                                                           becoming pale grey, red brown, fine to
                                                                                                                                                                                                                                                             1.5-1.8m                                                                     coarse gravel, with fissured & slickensided
                                                                                                                                                                                                                                                                                                                                          surfaces
                                                                                                                                                                                                                                                                                       185.0




                                                                                                                                                                                                                                                                                                 2.0                                                                                                      VSt


                                                                                                                                                                                                                                                                                                                                                                                                                            250

                                                                                                                                                                                                                                                                                                                                                                                                 M to
                                                                                                                                                                                                                                                                                                                                                                                                  W
                                                                                                                                                                                                                                                                                       184.5




                                                                                                                                                                                                                                                                                                 2.5


                                                                                                                                                                                                                                                                                                                                                                                                                    100

                                                                                                                                                                                                                                                                                                                                                                                                                      150
                                                                                                                                                                                                                                                                                                                                                                                                           St
                                                                                                                                                                                                                                                                                       184.0




                                                                                                                                                                                                                                                                                                 3.0
                                                                                                                                                                                                                                                                                                                                          Hole Terminated at 3.00 m
                                                                                                                                                                                                                                                                                                                                          Limit reach




                                                                                                                                                                                                                             Method                                              Penetration                                             Water                     Samples and Tests                         Moisture Condition              Consistency/Relative Density
                                                                                                                                                                                                                        N - Natural Exposure                                              VE - Very Easy                                Level (Date)        U## - Undisturbed Sample (## mm)                     D - Dry                        VS - Very Soft
                                                                                                                                                                                                                        X - Existing Excavation                                           E - Easy                                                          DS - Disturbed Sample                                M - Moist                      S - Soft
                                                                                                                                                                                                                        BH - Backhoe Bucket                                                                                             Inflow              BDS - Bulk Disturbed Sample                          W - Wet                        F    - Firm
                                                                                                                                                                                                                        R - Ripper                                                        F - Firm                                                                                                                                              VSt - Very Stiff
                                                                                                                                                                                                                        EX - Excavator                                                    H - Hard                                                                                                                                              H - Hard
                                                                                                                                                                                                                        RH - Rock Hammer                                                  VH - Very hard                                                                                                                                        VL - Very Loose
                                                                                                                                                                                                                                                                                                                                                                                                                    Plastic Limit
                                                                                                                                                                                                                                                                                                                                                                                                                                                L    - Loose
                                                                                                                                                                                                                                                                                                                                                                 Classification Symbols and                               < PL                  MD - Medium Dense
                                                                                                                                                                                                                                                                                                                                                                      Soil Descriptions                                   = PL                  D - Dense
                                                                                                                                                                                                                                                                                                                                                                    Based on Unified Soil                                 < PL                  VD - Very Dense
                                                                                                                                                                                                                                                                                                                                                                    Classification System                                                       Fr - Friable



Document Set ID: 22826802
Version: 1, Version Date: 23/02/2024