RESPONSE TO FURTHER ADVICE -Geotechnical Report · MCU25/0054

                                                                                                                                                                                                                                BOREHOLE BH4
                                                                                                                                                                                                                                PAGE 1 of 1
                                                                                                                                                              CLIENT: SCG Consulting Engineers                                  DATE: 21/03/2025
                                                                                                                                                              PROJECT: Geotechnical Investigation                               EASTING: 507265 m
                                                                                                                                                              LOCATION: 20 William Street, Noosaville QLD                       NORTHING: 7080495 m
                                                                                                                                                              PROJECT NUMBER: PTG/02023                                         SURFACE ELEV: 2 m
                                                                                                                                                              DRILLER: PTG                             RIG: Handheld auger      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 TOPSOIL - SM Silty SAND, dark brown light grey, dense, fine to
                                                                                                            medium grained, moist. With grass rootlets.                                                                                      3
                                                                       hand auger




                                                                                                                                                                                               Loose
                                                                                                       0.10 SM Silty SAND, dark brown light grey, dense, fine to medium grained,
                                                                                                            moist.                                                                                                                           2


                                                                                                                                                                                               Loose to Dense                                16

                                                                                                                      Bore terminated at 0.30m.
                                                                                                                      Handheld auger refusal on tree roots.


                                                         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).