PG-9236, 2022-10-31, Asr Ver 1

                                                                                                                                                                                                                                                                                                                                                                                                              Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                   BH04
                                                                                                                                                                                                                                                                                                                                                                                                              Page 2 of 2

                                                                                                                                                                                                                                                                                                                                                    Project No.:              PG-9236

                                                                                                                                                                                                           Client:                         Looroo Property Trust                                                                                    Commenced:                02/11/2022
                                                                                                                                                                                                           Project Name:                   Proposed Residential Development                                                                         Logged By:                EA
                                                                                                                                                                                                           Hole Location:                  130-132 Gympie Terrace, Noosaville                                                                       Checked By:
                                                                                                                                                                                                           Hole Position:
                                                                                                                                                                                                           Drill Model and Mounting:                      Digga PDT 1                                                                               RL Surface:          No survey
                                                                                                                                                                                                           Hole Diameter:                                                                                                                           Datum:               AHD                Operator:    EA

                                                                                                                                                                                                                                 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

                                                                                                                                                                                                                                                                                               CI           Sandy CLAY (CI): Very stiff, medium plasticity, grey, fine grained sand,
                                                                                                                                                                                                                                                                                                            w > pl. (continued)




                                                                                                                                                                                                                                                                6




                                                                                                                                                                                                                                                                    6.70
ER PACGEO 1.01.2 LIB.GLB Log PACGEO BOREHOLE PG-9236.GPJ <<DrawingFile>> 08/11/2022 15:10 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




                                                                                                                                                                                                                                                                                          CL-CI Sandy CLAY (CL-CI): Very stiff, low to medium plasticity, grey, fine to
                                                                                                                                                                                                                                                                                                medium grained sand, w > pl.
                                                                                                                                                                                                                                                                    7.00
                                                                                                                                                                                                       AD/T




                                                                                                                                                                                                                                                                7
                                                                                                                                                                                                                                                                                               CI           Sandy CLAY (CI): Hard, medium plasticity, grey, fine to medium grained
                                                                                                                                                                                                                                                                                                            sand, trace fine sized gravel, w > pl.




                                                                                                                                                                                                                                                                    7.80
                                                                                                                                                                                                                                                                                          CL-CI Sandy CLAY (CL-CI): Hard, low to medium plasticity, grey, fine to
                                                                                                                                                                                                                                                                                                medium grained sand, w > pl.
                                                                                                                                                                                                                                                                8   8.05
                                                                                                                                                                                                                                                                                              CL            Sandy CLAY (CL): Very stiff to hard, low plasticity, grey, fine to medium
                                                                                                                                                                                                                                                                                                            grained sand, w > pl.




                                                                                                                                                                                                                                                                    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 1.10m.
                                                                                                                                                                                                           WB- Washbore                                                           Inflow                              SPT - Standard Penetration Test             2. DCP refusal at 2.59m.
                                                                                                                                                                                                                                                                                                                      B - Bulk Sample


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