RESPONSE TO FURTHER ADVICE -Geotechnical Report · MCU25/0054

                                                                                                                                                                                                              BOREHOLE BH1
                                                                                                                                                                                                              PAGE 1 of 1
                                                                                                                                               CLIENT: SCG Consulting Engineers                               DATE: 21/03/2025
                                                                                                                                               PROJECT: Geotechnical Investigation                            EASTING: 507240 m
                                                                                                                                               LOCATION: 20 William Street, Noosaville QLD                    NORTHING: 7080480 m
                                                                                                                                               PROJECT NUMBER: PTG/02023                                      SURFACE ELEV: 2 m
                                                                                                                                               DRILLER: Mapstone Geo Services RIG: 4WD GT-10                  LOGGED: ZK        CHECKED: JT


                                                                                                                                                                                                      Sampling & Testing
                                                                       Drilling method




                                                                                                                                                                                    Strength
                                                                                                       Layer Depths
                                                                                         Graphic Log




                                                                                                                                                                                 (Consistency/                                   Dynamic
                                                                                                                                 Material Description                           Relative Density)           Results &        Penetrometer Test
                                                                                                                                                                                                    Type                    (blows per 100 mm)
                                                                                                                                                                                                            Comments




                                                                                                                                                                        Water
                                                         RL Depth
                                                         (m) (m)                                                                                                                                                            5     10    15   20
                                                                                                       0.00 FILL - ASTROTURF and SAND
                                                                                                       0.02 FILL - CONCRETE (unknown depth)
                                                                                                            Bore terminated at 0.02m.
                                                                                                            4WD GT-10 refusal on concrete.




                                                         1.5     0.5




                                                         1.0     1.0




                                                         0.5     1.5




                                                         0.0     2.0




                                                         -0.5    2.5
17/4/25
_BH NON-CORE PTG-02023 20 WILLIAM ST NOOSAVILLE BH.GPJ




                                                         -1.0    3.0




                                                          Remarks:
                                                          Approximate Easting and Northing from Google Maps (+/- 10 m accuracy). Refer to Test Location Plan. Approximate surface elevation from contour data in QLD Globe (+/- 1 m).