Reference Document - OPW23 0189

                                                                                                                                                                                                                                                                                                                                                                                                          Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                               HA02
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                                                                                                                                                                                                                                                                                                                                                   Project No.:             PG-10899

                                                                                                                                                                                                            Client:                         DD Sunnyside CD Sunnyside Pty Ltd                                                                      Commenced:               06/10/2023
                                                                                                                                                                                                            Project Name:                   Proposed Residence                                                                                     Logged By:               RR
                                                                                                                                                                                                            Hole Location:                  30 Mossman Court, Noosa Heads                                                                          Checked By:
                                                                                                                                                                                                            Hole Position:
                                                                                                                                                                                                            Drill Model and Mounting:                      Hand Auger                                                                              RL Surface:         No survey
                                                                                                                                                                                                            Hole Diameter:                                                                                                                         Datum:              AHD              Operator:    RR

                                                                                                                                                                                                                                  Drilling Information                                                                       Soil Description                                                            DCP



                                                                                                                                                                                                                                                                                            Classification
                                                                                                                                                                                                                                                                            Graphic Log
                                                                                                                                                                                                                                     Samples                                                                                          Material Description
                                                                                                                                                                                                                                                Recovery




                                                                                                                                                                                                                                      Tests                                                                                   Fraction, Colour, Structure, Bedding,
                                                                                                                                                                                                                                                                                            Symbol
                                                                                                                                                                                                        Method

                                                                                                                                                                                                                 Casing




                                                                                                                                                                                                                                     Remarks                                                                                    Plasticity, Sensitivity, Additional
                                                                                                                                                                                                                          Water




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

                                                                                                                                                                                                                                                                                              SM             FILL Silty SAND (SM) Loose, fine to medium grained, dark brown, with
                                                                                                                                                                                                                                                                                                             fine sized gravel, dry.
                                                                                                                                                                                                        HA




                                                                                                                                                                                                                                                                     0.60
                                                                                                                                                                                                                                                                                               SP            FILL SAND (SP) Loose, fine to medium grained, pale yellow brown,
                                                                                                                                                                                                                                                                                                             moist to dry.


                                                                                                                                                                                                                                                                     1.00
                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                                                                                             Hole Terminated at 1.00 m
ER PACGEO 1.01.2 LIB.GLB Log PACGEO BOREHOLE PG-10899.GPJ <<DrawingFile>> 17/10/2023 10:45 10.03.00.09 Datgel Lab and In Situ Tool - DGD | Lib: pacgeo 1.01.2 2022-05-25 Prj: Precise 1.01 2016-11-23




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                                                                                                                                                                                                                 Method                                                                   Water                              Samples and Tests                   Remarks
                                                                                                                                                                                                            AS - Auger                                                             Level (Date)                       U - Undisturbed Sample
                                                                                                                                                                                                            RR - Rock Roller                                                                                          D - Disturbed Sample                       1. Groundwater not encountered.
                                                                                                                                                                                                            WB- Washbore                                                           Inflow                             SPT - Standard Penetration Test            2. DCP refusal at 2.38m.
                                                                                                                                                                                                                                                                                                                      B - Bulk Sample


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