Attachment B - Geotechnical Analysis

                                                   CLIENT:       Teeland Architects                        PROJECT #: 200849                BORE
                                                   PROJECT: Proposed Residential Dwelling
                                                   ADDRESS: 20 Park Crescent, Sunshine Beach
                                                                                                           LOGGED:     CS
                                                                                                                                            1
                                                                                                           EASTING:
                                                   DRILL RIG:                                              NORTHING:                        TEST DATE: 05/02/2021

                                                                                                                         Sampling & Testing
              Graphic Log




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




 RL Depth
 (m) (m)                                                                                                                                               5   10   15   20
                                    SAND SW: loose, white, fine to coarse grained, moist                                                         0



                                                                                                                                                 0



                                                                                                                                                 0



                                                                                                                                                 0



                                                                                                                                                 0


                             0.5 SAND SW: loose, white, fine to coarse grained, moist - Inferred
                                                                                                                                                 0



                                                                                                                                                 1



                                                                                                                                                 1



                                                                                                                                                 0



                                                                                                                                                 1
        1
                                                                                                                                                 0



                                                                                                                                                 1



                                                                                                                                                 1



                                                                                                                                                 2



                                                                                                                                                 1



                                                                                                                                                 1



                                                                                                                                                 2



                                                                                                                                                 1



                                                                                                                                                 2



                                                                                                                                                 2
        2
                                    medium dense                                                                                                 3



                                                                                                                                                 3



                                                                                                                                                 4



                                                                                                                                                 5



                                                                                                                                                 5



                                                                                                                                                 5



                                                                                                                                                 5



                                                                                                                                                 6



                                                                                                                                                 7



                                                                                                                                                 7
        3
                                                                                                                                                 8



                                                                                                                                                 8



                                                                                                                                                 8



                                                                                                                                                 8



                                                                                                                                                 8


                             3.5 Bore Terminated at 3.5 m.




        4



DRILLING METHOD: Hand Auger                                                                                                      CASING: Nil
GROUNDWATER: No groundwater observed 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