Reference Document - OPW23 0189

                                                                                                                                                                                                                                                                                                                                                                                                            Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                 BH01
                                                                                                                                                                                                                                                                                                                                                                                                            Page 2 of 2

                                                                                                                                                                                                                                                                                                                                                     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:                        Compac 018                                                                              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

                                                                                                                                                                                                                                                                                                 SP            SAND (SP) Medium dense, fine to medium grained, pale grey, wet.
                                                                                                                                                                                                                                                                                                               (continued)




                                                                                                                                                                                                                                                                   6




                                                                                                                                                                                                                                                                       6.60
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




                                                                                                                                                                                                                                                                                                SM             Silty SAND (SM) Dense to very dense, fine to medium grained, dark
                                                                                                                                                                                                                                                                                                               brown, wet (indurated sand).
                                                                                                                                                                                                        AD/T




                                                                                                                                                                                                                                                                   7




                                                                                                                                                                                                                                                                   8




                                                                                                                                                                                                                                  D 8.60-9.00 m



                                                                                                                                                                                                                                                                       9.00
                                                                                                                                                                                                                                                                   9
                                                                                                                                                                                                                                                                                                               Hole Terminated at 9.00 m




                                                                                                                                                                                                                 Method                                                                     Water                              Samples and Tests                   Remarks
                                                                                                                                                                                                            AS - Auger                                                               Level (Date)                       U - Undisturbed Sample
                                                                                                                                                                                                            RR - Rock Roller                                                                                            D - Disturbed Sample                       1. Groundwater encountered at 2.80m.
                                                                                                                                                                                                            WB- Washbore                                                             Inflow                             SPT - Standard Penetration Test            2. DCP refusal at 3.07m.
                                                                                                                                                                                                                                                                                                                        B - Bulk Sample                            3. Standpipe installed to 3.15m.


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