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

                                                                                                                                                                                                                                                                                                                                                                                                               Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                    BH04
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                                                                                                                                                                                                                                                                                                                                                      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

                                                                                                                                                                                                                                                                                                SP            FILL SAND (SP): Medium dense, fine to medium grained, dark grey,
                                                                                                                                                                                                                                                                      0.20                                    trace low plasticity clay, moist.
                                                                                                                                                                                                                                                                                               GM             FILL Silty Sandy GRAVEL (GM): Medium dense, fine to coarse sized,
                                                                                                                                                                                                                                                                      0.40                                    brown, fine to medium grained sand, trace low plasticity clay, moist.
                                                                                                                                                                                                                                                                                               SM             FILL Silty SAND (SM): Medium dense, fine to medium grained, grey,
                                                                                                                                                                                                                                                                      0.60                                    trace low plasticity clay, moist.
                                                                                                                                                                                                                                                                                            CL-CI FILL Sandy CLAY (CL-CI): Firm, low to medium plasticity, grey brown
                                                                                                                                                                                                                                                                                                  and grey mottled, fine grained sand, trace fine sized gravel, w > pl.


                                                                                                                                                                                                                                                                  1
                                                                                                                                                                                                                                                                      1.10
                                                                                                                                                                                                                                 D 1.10-1.50 m                                                  SP            NATURAL SAND (SP): Medium dense, fine to medium grained, light
                                                                                                                                                                                                                                                                                                              grey, wet.



                                                                                                                                                                                                                                                                      1.60
                                                                                                                                                                                                                                                                                                SP            SAND (SP): Loose, fine to medium grained, grey, wet (with traces of sea
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




                                                                                                                                                                                                                                                                                                              shells).


                                                                                                                                                                                                                                                                  2




                                                                                                                                                                                                                                                                      2.50
                                                                                                                                                                                                       AD/T




                                                                                                                                                                                                                                                                                               SM             Silty SAND (SM): Dense to very dense, fine to medium grained, brown,
                                                                                                                                                                                                                                                                                                              trace low plasticity clay, wet (indurated sand).
                                                                                                                                                                                                                                                                      2.80
                                                                                                                                                                                                                                                                                                 CI           Sandy CLAY (CI): Stiff, medium plasticity, grey, fine grained sand, w >
                                                                                                                                                                                                                                                                                                              pl.
                                                                                                                                                                                                                                                                  3
                                                                                                                                                                                                                                 D 3.10-3.50 m




                                                                                                                                                                                                                                                                      3.60
                                                                                                                                                                                                                                                                                            CL-CI Sandy CLAY (CL-CI): Stiff, low to medium plasticity, grey, fine grained
                                                                                                                                                                                                                                                                                                  sand, w > pl.


                                                                                                                                                                                                                                                                      4.00
                                                                                                                                                                                                                                                                  4
                                                                                                                                                                                                                                                                                                 CI           Sandy CLAY (CI): Very stiff, medium plasticity, grey, fine grained sand,
                                                                                                                                                                                                                                                                                                              w > pl.




                                                                                                                                                                                                                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