Geotechnical Investigation

                                                   CLIENT:        Sonja Heron                                         PROJECT #: 220329                  BORE
                                                   PROJECT: Proposed Residential Dwelling
                                                   ADDRESS: 36 River Park Drive, Ringtail Creek
                                                                                                                      LOGGED:       CS
                                                                                                                                                         2
                                                                                                                      EASTING:      498495 m
                                                   DRILL RIG: Excavator                                               NORTHING: 7089141 m                TEST DATE: 27/04/2022

                                                                                                                                      Sampling & Testing
              Graphic Log




                                                                                                                                                                   DCP Results
                                                                         Material Description                                                Results &
                                                                                                                                   Type                        (blows per 100 mm)
                                                                                                                                             Comments
                            Water




 RL Depth
 (m) (m)                                                                                                                                                         5   10   15   20
                                    Silty Sandy CLAY CI: stiff, medium to high plasticity, brown and red-brown, fine to medium
                                    grained sand, w>PL




                             0.3 Bore Terminated at 0.3 m.




        1




        2




        3



DRILLING METHOD: Excavator                                                                                                                     CASING: Nil
GROUNDWATER: no groundwater seepage noted at the time of investigation
REMARKS:

                                                                                        LEGEND:
       D     - Disturbed Sample from Auger                                SPT - Standard Penetration Test                        - Groundwater Seepage Level
       B     - Bulk Sample from Auger                                     Is50 - Point Load Result (MPa)                         - Standing Groundwater Level
       C     - Rock Core                                                  PP - Pocket Penetrometer (kPa)                         - Partial Groundwater Loss
       U50   - Undisturbed Sample (mm)                                                                                           - Perched Groundwater Level