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

                                                                                                                                                                                                                                                                                                                                                                                                                    Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                      BH01
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                                                                                                                                                                                                                                                                                                                                                          Project No.:                PG-9236

                                                                                                                                                                                                           Client:                          Looroo Property Trust                                                                                         Commenced:                  18/10/2022
                                                                                                                                                                                                           Project Name:                    Proposed Residential Development                                                                              Logged By:                  SR
                                                                                                                                                                                                           Hole Location:                   130-132 Gympie Terrace, Noosaville                                                                            Checked By:
                                                                                                                                                                                                           Hole Position:
                                                                                                                                                                                                           Drill Model and Mounting:                          Compac 018                                                                                  RL Surface:           No survey
                                                                                                                                                                                                           Hole Diameter:                                                                                                                                 Datum:                AHD              Operator:     SR

                                                                                                                                                                                                                                 Drilling Information                                                                                                      Soil Description



                                                                                                                                                                                                                                                                                               Classification
                                                                                                                                                                                                                                                                               Graphic Log
                                                                                                                                                                                                                                    Samples                                                                                                                         Material Description
                                                                                                                                                                                                                                                   Recovery




                                                                                                                                                                                                                                     Tests                                                                                                                  Fraction, Colour, Structure, Bedding,
                                                                                                                                                                                                                                                                                               Symbol
                                                                                                                                                                                                       Method

                                                                                                                                                                                                                Casing




                                                                                                                                                                                                                                    Remarks                                                                                                                   Plasticity, Sensitivity, Additional
                                                                                                                                                                                                                         Water




                                                                                                                                                                                                                                                              RL    Depth
                                                                                                                                                                                                                                                              (m)    (m)

                                                                                                                                                                                                                                                                                                 SM             FILL Silty Gravelly SAND (SM): Medium dense, fine to medium grained, brown grey, fine to medium sized gravel,
                                                                                                                                                                                                                                                                        0.20                                    moist to dry (with organics).
                                                                                                                                                                                                                                                                                                  SP            FILL SAND (SP): Loose to medium dense, fine to medium grained, pale yellow brown, moist.
                                                                                                                                                                                                                                                                        0.40
                                                                                                                                                                                                                                                                                                 CH             FILL Silty CLAY (CH): Firm, high plasticity, dark grey pale grey, with fine grained sand, w ˜ pl.
                                                                                                                                                                                                                                 ASS 0.50-1.00 m




                                                                                                                                                                                                                                                                    1
                                                                                                                                                                                                                                 ASS 1.00-1.50 m                        1.10
                                                                                                                                                                                                                                                                                                  SP            NATURAL SAND (SP): Medium dense, fine to medium grained, pale grey, with medium plasticity clay, wet.




                                                                                                                                                                                                                                 ASS 1.50-2.00 m                        1.60
                                                                                                                                                                                                                                                                                                  SP            SAND (SP): Loose, fine to medium grained, pale grey, with medium plasticity clay, wet.
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

                                                                                                                                                                                                       AD/T




                                                                                                                                                                                                                                                                    2
                                                                                                                                                                                                                                 ASS 2.00-2.50 m




                                                                                                                                                                                                                                 ASS 2.50-3.00 m
                                                                                                                                                                                                                                                                        2.70
                                                                                                                                                                                                                                                                                                 SM             Silty SAND (SM): Dense to very dense, fine to medium grained, dark brown, wet (indurated sand).


                                                                                                                                                                                                                                                                    3
                                                                                                                                                                                                                                 ASS 3.00-3.50 m
                                                                                                                                                                                                                                                                        3.20
                                                                                                                                                                                                                                                                                                 CH             Silty CLAY (CH): Stiff, high plasticity, pale grey, trace fine grained sand, w ˜ pl.


                                                                                                                                                                                                                                 ASS 3.50-4.00 m




                                                                                                                                                                                                                                                                        4.00
                                                                                                                                                                                                                                                                    4
                                                                                                                                                                                                                                                                                                                Hole Terminated at 4.00 m




                                                                                                                                                                                                                Method                                                                       Water                                Samples and Tests                      Remarks
                                                                                                                                                                                                           AS - Auger                                                                 Level (Date)                         U - Undisturbed Sample
                                                                                                                                                                                                           RR - Rock Roller                                                                                                D - Disturbed Sample                          1. Groundwater encountered at 1.0m.
                                                                                                                                                                                                           WB- Washbore                                                               Inflow                               SPT - Standard Penetration Test
                                                                                                                                                                                                                                                                                                                           B - Bulk Sample


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