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

                                                                                                                                                                                                                                                                                                                                                                                                                   Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                        BH03
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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): Very loose, fine to medium grained, grey dark brown,
                                                                                                                                                                                                                                                                                                              trace fine sized gravel, moist.
                                                                                                                                                                                                                                                                      0.30
                                                                                                                                                                                                                                                                                                SP            FILL SAND (SP): Very loose, fine to medium grained, brown mottled
                                                                                                                                                                                                                                                                                                              light grey, moist.

                                                                                                                                                                                                                                                                      0.70
                                                                                                                                                                                                                                                                                                CL            FILL Sandy CLAY (CL): Firm, low plasticity, dark grey, fine to medium
                                                                                                                                                                                                                                                                                                              grained sand, w > pl (with traces of root fibres).
                                                                                                                                                                                                                                                                      1.00
                                                                                                                                                                                                                                                                  1
                                                                                                                                                                                                                                                                                               SM             NATURAL Silty SAND (SM): Medium dense, fine to medium grained,
                                                                                                                                                                                                                                 D 1.10-1.50 m                                                                grey, trace low plasticity clay, wet.




                                                                                                                                                                                                                                                                      1.70
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




                                                                                                                                                                                                                                                                                               SM             Silty SAND (SM): Loose, fine to medium grained, grey, trace low
                                                                                                                                                                                                                                                                                                              plasticity clay, wet.

                                                                                                                                                                                                                                                                  2
                                                                                                                                                                                                                                                                      2.10
                                                                                                                                                                                                                                                                                               SM             Silty SAND (SM): Loose, fine to medium grained, grey, trace low
                                                                                                                                                                                                                                 D 2.20-2.50 m                                                                plasticity clay, wet (with traces of sea shells).
                                                                                                                                                                                                       AD/T




                                                                                                                                                                                                                                                                      2.90
                                                                                                                                                                                                                                                                                               SM             Silty SAND (SM): Dense, fine to medium grained, dark brown, trace low
                                                                                                                                                                                                                                                                  3
                                                                                                                                                                                                                                                                                                              plasticity clay, moist (indurated sand).

                                                                                                                                                                                                                                                                      3.25
                                                                                                                                                                                                                                 D 3.25-3.50 m                                                   CI           Silty CLAY (CI): Stiff, medium plasticity, grey, with fine grained sand, w >
                                                                                                                                                                                                                                                                                                              pl.




                                                                                                                                                                                                                                                                  4
                                                                                                                                                                                                                                                                      4.10
                                                                                                                                                                                                                                                                                                 CI           Sandy CLAY (CI): Stiff, medium plasticity, grey, fine grained sand, w >
                                                                                                                                                                                                                                                                                                              pl.




                                                                                                                                                                                                                                                                      4.70
                                                                                                                                                                                                                                                                                                 CI           Sandy CLAY (CI): Very stiff, medium plasticity, grey mottled grey brown,
                                                                                                                                                                                                                                                                                                              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 1.0m.
                                                                                                                                                                                                           WB- Washbore                                                             Inflow                              SPT - Standard Penetration Test              2. DCP refusal at 3.01m.
                                                                                                                                                                                                                                                                                                                        B - Bulk Sample                              3. Standpipe installed to 3.0m.


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