6. Noosa River DMP Ver0 (Combined)

                                                                                                                                                                                                                                                                                                                                                                                                           Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                           BH08.04
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                                                                                                                                                                                                                                                                                                                                                 Project No.:               PG-5412

                                                                                                                                                                                                        Client:                         International Coastal Management                                                                         Commenced:                 30/10/2022
                                                                                                                                                                                                        Project Name:                   Dredging Assessment                                                                                      Logged By:                 PE
                                                                                                                                                                                                        Hole Location:                  Noosa River                                                                                              Checked By:
                                                                                                                                                                                                        Hole Position:                  506214.0 m E 7080326.0 m N MGA94 Zone 56
                                                                                                                                                                                                        Drill Model and Mounting:                      Piston Sampler                                                                            RL Surface:          No survey
                                                                                                                                                                                                        Hole Diameter:                                 75 mm                                                                                     Datum:               AHD             Operator:

                                                                                                                                                                                                                              Drilling Information                                                                                                 Soil Description



                                                                                                                                                                                                                                                                                          Classification
                                                                                                                                                                                                                                                                          Graphic Log
                                                                                                                                                                                                                                 Samples                                                                                                                   Material Description
                                                                                                                                                                                                                                            Recovery




                                                                                                                                                                                                                                  Tests                                                                                                            Fraction, Colour, Structure, Bedding,
                                                                                                                                                                                                                                                                                          Symbol
                                                                                                                                                                                                    Method

                                                                                                                                                                                                             Casing




                                                                                                                                                                                                                                 Remarks                                                                                                             Plasticity, Sensitivity, Additional
                                                                                                                                                                                                                      Water




                                                                                                                                                                                                                                                       RL      Depth
                                                                                                                                                                                                                                                       (m)      (m)

                                                                                                                                                                                                                                                                                             SP            SAND (SP) Very loose, fine to medium grained, grey, some low to medium plasticity fines, wet.




                                                                                                                                                                                                                                                                   0.20
                                                                                                                                                                                                                                                             0.2
                                                                                                                                                                                                                                                                                            SC             Clayey SAND (SC) Very loose tine to medium grained, dark grey, medium to high plasticity fines, wet.




                                                                                                                                                                                                                                                             0.4




                                                                                                                                                                                                                                                             0.6
PACGEO 1.01.1 LIB.GLB Log PACGEO BOREHOLE PG-5412.GPJ <<DrawingFile>> 13/01/2023 16:36 10.03.00.09 Datgel Lab and In Situ Tool - DGD | Lib: pacgeo 1.01.1 2018-05-15 Prj: Precise 1.01 2016-11-23




                                                                                                                                                                                                                                                                   0.80
                                                                                                                                                                                                                                                             0.8
                                                                                                                                                                                                                                                                                             SP            SAND (SP) Very loose, fine to medium grained, yellow brown, trace low to medium plasticity fines, wet.




                                                                                                                                                                                                                                                             1.0




                                                                                                                                                                                                                                                             1.2




                                                                                                                                                                                                                                                             1.4




                                                                                                                                                                                                                                                                   1.60
                                                                                                                                                                                                                                                             1.6
                                                                                                                                                                                                                                                                                                           Hole Terminated at 1.60 m




                                                                                                                                                                                                                                                             1.8




                                                                                                                                                                                                             Method                                                                     Water                               Samples and Tests                  Remarks
                                                                                                                                                                                                        AS - Auger                                                               Level (Date)                        U - Undisturbed Sample
                                                                                                                                                                                                        RR - Rock Roller                                                                                             D - Disturbed Sample                      1. Water depth = 1.8m.
                                                                                                                                                                                                        WB- Washbore                                                             Inflow                              SPT - Standard Penetration Test           2. Drilled out of workboat.
                                                                                                                                                                                                                                                                                                                     B - Bulk Sample


                                                                                                                                                                                                                                                                                                                         Classification Symbols and
                                                                                                                                                                                                               Support                                                                                                        Soil Descriptions
                                                                                                                                                                                                              C - Casing
                                                                                                                                                                                                                                                                                                                            Based on Unified Soil
                                                                                                                                                                                                                                                                                                                            Classification System