Reference Document - OPW23 0189

                                                                                                                                                                                                                                                                                                                                                                                                              Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                   BH01
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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:                          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

                                                                                                                                                                                                                                                                                                                 Concrete (CCT)
                                                                                                                                                                                                                                                                         0.15
                                                                                                                                                                                                                                                                                                   SP            FILL SAND (SP) Very loose to loose, fine to medium grained, pale
                                                                                                                                                                                                                                                                                                                 yellow brown, moist.


                                                                                                                                                                                                                                  ASS 0.50-1.00 m




                                                                                                                                                                                                                                                                     1
                                                                                                                                                                                                                                  ASS 1.00-1.50 m
                                                                                                                                                                                                                                  D 1.10-1.50 m




                                                                                                                                                                                                                                  ASS 1.50-2.00 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




                                                                                                                                                                                                                                                                     2
                                                                                                                                                                                                                                  ASS 2.00-2.50 m

                                                                                                                                                                                                                                                                         2.30
                                                                                                                                                                                                                                                                                                   SP            NATURAL SAND (SP) Medium dense, fine to medium grained, pale
                                                                                                                                                                                                                                                                                                                 yellow brown, moist.
                                                                                                                                                                                                        AD/T




                                                                                                                                                                                                                                  ASS 2.50-3.00 m
                                                                                                                                                                                                                                  D 2.60-3.00 m
                                                                                                                                                                                                                                                                         2.80
                                                                                                                                                                                                                                                                                                   SP            SAND (SP) Medium dense to dense, fine to medium grained, pale grey,
                                                                                                                                                                                                                                                                                                                 wet.
                                                                                                                                                                                                                                                                     3
                                                                                                                                                                                                                                  ASS 3.00-3.50 m




                                                                                                                                                                                                                                  ASS 3.50-4.00 m




                                                                                                                                                                                                                                                                     4
                                                                                                                                                                                                                                                                         4.10
                                                                                                                                                                                                                                  D 4.10-4.50 m                                                    SP            SAND (SP) Medium dense, fine to medium grained, pale grey, wet.




                                                                                                                                                                                                                 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