Reference Document - Acid Sulfate Soil Report 11_2023- OPW23_0189 · OPW26/0094

                                                                                                                                                                                                                                                                                                                                                                                                                 Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                      HA02
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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:                      Hand Auger                                                                              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

                                                                                                                                                                                                                                                                                                     SM             FILL Silty SAND (SM) Loose, fine to medium grained, dark brown, with
                                                                                                                                                                                                                                                                                                                    fine sized gravel, dry.
                                                                                                                                                                                                               HA




                                                                                                                                                                                                                                                                            0.60
                                                                                                                                                                                                                                                                                                      SP            FILL SAND (SP) Loose, fine to medium grained, pale yellow brown,
                                                                                                                                                                                                                                                                                                                    moist to dry.


                                                                                                                                                                                                                                                                            1.00
                                                                                                                                                                                                                                                                        1
                                                                                                                                                                                                                                                                                                                    Hole Terminated at 1.00 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




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                                                                                                                                                                                                                        Method                                                                   Water                              Samples and Tests                   Remarks
                                                                                                                                                                                                                   AS - Auger                                                             Level (Date)                       U - Undisturbed Sample
                                                                                                                                                                                                                   RR - Rock Roller                                                                                          D - Disturbed Sample                       1. Groundwater not encountered.
                                                                                                                                                                                                                   WB- Washbore                                                           Inflow                             SPT - Standard Penetration Test            2. DCP refusal at 2.38m.
                                                                                                                                                                                                                                                                                                                             B - Bulk Sample


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



Document Set ID: 22828362
Version: 1, Version Date: 26/02/2024