RFI - 21327-001-Rev0 Plover St

                                                                                                                                                                                                                                                                                                                                                                                                                                        Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                                              BH2
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                                                                                                                                                                                                            Engineering Log - Borehole                                                                                                                                 Project No.:                    21327

                                                                                                                                                                                                                 Client:                                  Nick & Kate Jorss                                                                                            Commenced:                      26/8/2021
                                                                                                                                                                                                                 Project Name:                            Proposed Residence                                                                                           Completed:                      26/8/2021
                                                                                                                                                                                                                 Hole Location:                           34 Plover Street, Peregian Beach                                                                             Logged By:                      MT
                                                                                                                                                                                                                 Hole Position:                           509589.0 m E 7070804.0 m N MGA2020 Zone 56                                                                   Checked By:                     ACD
                                                                                                                                                                                                                 Drill Model and Mounting:                                4WD Auger                                                   Inclination: -90°                RL Surface:                No survey
                                                                                                                                                                                                                 Hole Diameter:                                           100 mm                                                      Bearing:     360°                Datum:                     AHD             Operator:        Tectonic

                                                                                                                                                                                                                                    Drilling Information                                                                                             Material Description and Observations




                                                                                                                                                                                                                                                                                                                                                                               Relative Density
                                                                                                                                                                                                                                                                                                       Classification
                                                                                                                                                                                                                                                                                                                                                                                                     Pocket                        DCP TEST
                                                                                                                                                                                                                     Penetration




                                                                                                                                                                                                                                                                                                                                                                               Consistency
                                                                                                                                                                                                                                                                                         Graphic Log


                                                                                                                                                                                                                                                     Samples                                                                            Material Description                                                                  (AS 1289.6.3.2-1997)
                                                                                                                                                                                                                                                                                                                                                                                                  Penetrometer
                                                                                                                                                                                                                                                               Recovery




                                                                                                                                                                                                                                                                                                                                                                               Condition
                                                                                                                                                                                                                                                      Tests                                                               soil type: plasticity or particle characteristics,




                                                                                                                                                                                                                                                                                                                                                                               Moisture
                                                                                                                                                                                                                                                                                                                                                                                                      UCS                      Blows per 100 mm
                                                                                                                                                                                                                                                                                                       Symbol
                                                                                                                                                                                                            Method




                                                                                                                                                                                                                                                     Remarks                                                               secondary and minor components, colour
                                                                                                                                                                                                                                   Water




                                                                                                                                                                                                                                                                           RL    Depth                                                                                                               (kPa)
                                                                                                                                                                                                                                                                           (m)    (m)                                                                                                                             0      5        10     15     20    25




                                                                                                                                                                                                                                                                                                                                                                                                  100
                                                                                                                                                                                                                                                                                                                                                                                                  200
                                                                                                                                                                                                                                                                                                                                                                                                  300
                                                                                                                                                                                                                                                                                                                                                                                                  400
                                                                                                                                                                                                                                                                                                                                                                                                  500
                                                                                                                                                                                                                                                                                                         SM             Silty SAND (TOPSOIL), fine to medium grained,
                                                                                                                                                                                                                                                                                                         SP             grey, with organics
                                                                                                                                                                                                                                                                                                                        SAND, fine to medium grained, pale grey




                                                                                                                                                                                                                                                                                                                        becoming pale brown to white
                                                                                                                                                                                                                                                                                   1                                                                                                      L

                                                                                                                                                                                                                                                                                                                        becoming white




                                                                                                                                                                                                                                                                                   2
TECTONIC 3.00.2 LIB.GLB Log 1 TECTONIC BOREHOLE 21327.GPJ <<DrawingFile>> 10/9/2021 09:12 10.00.01.07 Datgel Lab and In Situ Tool - DGD | Lib: Tectonic 3.00.2 2021-03-30 Prj: Tectonic 3.00.2 2021-03-30




                                                                                                                                                                                                                                                                                                                                                                               D to
                                                                                                                                                                                                                                                                                                                                                                                M
                                                                                                                                                                                                                                   Not Encountered
                                                                                                                                                                                                            AD/T




                                                                                                                                                                                                                                                                                   3




                                                                                                                                                                                                                                                                                                                                                                                        MD


                                                                                                                                                                                                                                                                                   4




                                                                                                                                                                                                                                                                                                                        becoming dark brown, trace of silt fines

                                                                                                                                                                                                                                                                                   5


                                                                                                                                                                                                                                                                                                                                                                                 M
                                                                                                                                                                                                                                                                                                                                                                                        D to
                                                                                                                                                                                                                                                                                                                                                                                        VD
                                                                                                                                                                                                                                                                                                                                                                                                                      15/50mm
                                                                                                                                                                                                                                                                                                                                                                                                                      Refusal
                                                                                                                                                                                                                                                                                   6
                                                                                                                                                                                                                                                                                                                        Hole Terminated at 6.00 m
                                                                                                                                                                                                                                                                                                                        Target depth




                                                                                                                                                                                                                      Method                                        Penetration                                         Water                    Samples and Tests                         Moisture Condition                Consistency/Relative Density
                                                                                                                                                                                                                 AD/T-Auger Drilling TC Bit                                  VE - Very Easy         Level (Date)                          U## - Undisturbed Sample (## mm)                     D - Dry                          VS - Very Soft
                                                                                                                                                                                                                 AD/V-Auger Drilling V Bit                                   E - Easy                                                     DS - Disturbed Sample                                M - Moist                        S - Soft
                                                                                                                                                                                                                 RT - Rotary Tri-cone Bit                                                           Inflow                                BDS - Bulk Disturbed Sample                          W - Wet                          F    - Firm
                                                                                                                                                                                                                 RD - Rotary Drilling                                        F - Firm                                                     SPT - Standard Penetration Test                                                       VSt - Very Stiff
                                                                                                                                                                                                                                                                                                    Partial Loss
                                                                                                                                                                                                                 NMLC -Rock Core                                             H - Hard                                                                                                                                           H - Hard
                                                                                                                                                                                                                                                                             VH - Very hard        Complete Loss
                                                                                                                                                                                                                 HA - Hand Auger                                                                                                                                                                  Plastic Limit                 VL - Very Loose
                                                                                                                                                                                                                                                                           Graphic Log/Core Loss                                                                                                                                L    - Loose
                                                                                                                                                                                                                                                                                                                                               Classification Symbols and                            < PL                       MD - Medium Dense
                                                                                                                                                                                                                                                                              Core recovered (hatching                                              Soil Descriptions
                                                                                                                                                                                                                                                                              indicates material)                                                                                                    = PL                       D - Dense
                                                                                                                                                                                                                                                                                                                                                  Based on Unified Soil                              < PL                       VD - Very Dense
                                                                                                                                                                                                                                                                              Core loss                                                                                                                                         Fr - Friable
                                                                                                                                                                                                                                                                                                                                                  Classification System