19009-004-Rev0 RIP Advice · OPW22/0166

                                                                                                                                                                                                                                                                                                                                                                                                                                                    Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                                                          BH9
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                                                                                                                                                                                                                Engineering Log - Borehole                                                                                                                                       Project No.:                    19009

                                                                                                                                                                                                                     Client:                                        CBD Settlers Cove Pty Ltd                                                                                    Commenced:                      11/8/2022
                                                                                                                                                                                                                     Project Name:                                  Proposed Rapid Infiltration Pit                                                                              Completed:                      11/8/2022
                                                                                                                                                                                                                     Hole Location:                                 Settlers Cove, Serenity Close, Noosa Heads                                                                   Logged By:                      LM
                                                                                                                                                                                                                     Hole Position:                                 See Site Plan                                                                                                Checked By:                     MCC
                                                                                                                                                                                                                     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
                                                                                                                                                                                                                                                                                                                                                                                                   VL                           HW
                                                                                                                                                                                                                                                                                                                   SM             Silty SAND, fine grained, dark grey
                                                                                                                                                                                                                                                                                                                   SM             becoming grey
                                                                                                                                                                                                                                                                                                                                                                                                    L




                                                                                                                                                                                                                                                                                                                                                                                                                                Augered to 1.9m

                                                                                                                                                                                                                                                                                             2
                                                                                                                                                                                                                                                                                                                                                                                                  MD

                                                                                                                                                                                                                                                                                                                                                                                                                                Augered to 2.7m
TECTONIC 3.00.2 LIB.GLB Log 1 TECTONIC BOREHOLE 19009-003.GPJ <<DrawingFile>> 16/8/2022 12:54 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




                                                                                                                                                                                                                                                                                                                    SP            SAND, fine to medium grained, pale grey
                                                                                                                                                                                                                                                                                                                                                                                           M
                                                                                                                                                                                                                                       Not Encountered




                                                                                                                                                                                                                                                                                             4                                                                                                                                  Augered to 4.1m
                                                                                                                                                                                                                AD/T




                                                                                                                                                                                                                                                                                                                                                                                                                                Augered to 7.6m




                                                                                                                                                                                                                                                                                             6
                                                                                                                                                                                                                                                                                                                                                                                                 MD to
                                                                                                                                                                                                                                                                                                                                                                                                  D




                                                                                                                                                                                                                                                                                             8
                                                                                                                                                                                                                                                                                                                                                                                                                                Augered to 8.6m
                                                                                                                                                                                                                                                                                                                                                                                         W to
                                                                                                                                                                                                                                                                                                                                                                                          M
                                                                                                                                                                                                                                                         DS
                                                                                                                                                                                                                                                         8.4-8.8m


                                                                                                                                                                                                                                                                                                                                  Hole Terminated at 9.00 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