Appendix H Geotechnical Investigation - 14-16 Mary Street, Noosaville - Bounce Hostels 15.6.2018

                                                                                                                                                                                                                                                                                                                                                    REPORT OF BOREHOLE: BH 4
                                                                                                                                                                                                                                                                                                           EAST:                506391.0 m                                             SHEET                       1 OF 1
                                                                                                                                                                                             CLIENT:                           TOD Consulting Engineers Pty Ltd                                            NORTH:               7080038.0 m                                            LOGGED:                     HO
                                                                                                                                                                                             PROJECT:                          Proposed Hostel                                                             CONTRACTOR: Contract Drilling                                               LOGGED DATE:                28/02/18
                                                                                                                                                                                             LOCATION:                         14-16 Mary St                                                               DRILL RIG:           Epson CP1                                              CHECKED:                    WM
                                                                                                                                                                                             JOB NO:                           J000605                                                                     INCLINATION:         -90°                                                   CHECKED DATE: 13/03/18

                                                                                                                                                                                                                  Drilling                          Sampling                                                                                        Field Material Description




                                                                                                                                                                                                                                                                                                                                                                           CONSISTENCY
                                                                                                                                                                                                                                                                                             USCS SYMBOL
                                                                                                                                                                                                    PENETRATION




                                                                                                                                                                                                                                                                                                                                                                                                              DCP TEST




                                                                                                                                                                                                                                                                       RECOVERED
                                                                                                                                                                                                    RESISTANCE




                                                                                                                                                                                                                                                                                                                                                                           CONDITION
                                                                                                                                                                                                                                                                                                                                                                           MOISTURE
                                                                                                                                                                                                                                                  SAMPLE OR                                                                                                                                              (AS 1289.6.3.2-1997)




                                                                                                                                                                                                                                                                                   GRAPHIC




                                                                                                                                                                                                                                                                                                                                                                           DENSITY
                                                                                                                                                                                           METHOD




                                                                                                                                                                                                                                                                                                                     SOIL/ROCK MATERIAL DESCRIPTION                                                       Blows per 100 mm
                                                                                                                                                                                                                          (metres)




                                                                                                                                                                                                                                                  FIELD TEST
                                                                                                                                                                                                                  WATER

                                                                                                                                                                                                                          DEPTH




                                                                                                                                                                                                                                                                                   LOG
                                                                                                                                                                                                                                     DEPTH                                                                                                                                                   0       5        10        15    20   25
                                                                                                                                                                                                                                      RL
                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                      0.10   0.00 m                                          SP            SILTY GRAVELLY SAND (TOPSOIL): fine to medium grained,
                                                                                                                                                                                                                                      0.20   ASS samples taken at                            SP            dark brown and grey, fine to medium sized gravel
                                                                                                                                                                                                       M                                     0.25 m intervals to 4 m                                                                                                         D
                                                                                                                                                                                                                                                                                             SM            GRAVELLY SAND (FILL): fine to medium grained, orange brown,                D
                                                                                                                                                                                                                                      0.50   depth
                                                                                                                                                                                                                                                                                                           fine to medium sized gravel, trace fines
                                                                                                                                                                                                                                                                                                                                                                                                 Augered to depth
                                                                                                                                                                                                                                      0.70                                                                 SILTY SAND (FILL): fine to medium grained, dark brown, with fine D - M
                                                                                                                                                                                                                                                                                             SC            sized gravel
                                                                                                                                                                                                                                      0.90                                                                                                                                           MD
                                                                                                                                                                                                                                                                                             SP            Trace silt, no gravels
                                                                                                                                                                                                                             1
                                                                                                                                                                                                                                                                                                           CLAYEY SAND (OLD TOPSOIL): fine to medium grained, dark           M
                                                                                                                                                                                                                                                                                                           brown, high plasticity clay, trace silt, abundant organics
                                                                                                                                                                                                                                                                                                           SAND (ALLUVIUM): fine to medium grained, pale brown, trace
                                                                                                                                                                                                                                      1.50                                                                 silt
                                                                                                                                                                                                                                                                                                           Brown                                                                      D
                                                                                                                                                                                                                                      1.75
                                                                                                                                                                                                                                                                                                           Dark grey, trace clay
                                                                                                                                                                                                                             2



                                                                                                                                                                                                                                      2.50                                                                                                                                           MD
                                                                                                                                                                                                                                                                                                           Grey
                                                                                                                                                                                                                                      2.75
                                                                                                                                                                                                                                                                                                           No clay
                                                                                                                                                                                                                             3

                                                                                                                                                                                                        L                                                                                                                                                                    W




                                                                                                                                                                                                                                                                                                                                                                                      D
                                                                                                                                                                                                                             4
CORE 1.00 LIB.GLB Log IS AU BOREHOLE 3 J000605 BHS.GPJ <<DrawingFile>> 14/03/2018 13:37 10.0.000 Datgel Fence and Map Tool | Lib: DGDT-P 3.05.0 2016-01-20 Prj: DGDT-P 3.05.0 2016-01-20




                                                                                                                                                                                                                                                                                                                                                                                                 Augered to depth
                                                                                                                                                                                           ADT




                                                                                                                                                                                                                                      5.00
                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                             DS 5.00-5.40 m                                  CH            CLAY (ALLUVIUM): high plasticity, grey


                                                                                                                                                                                                                                                                                                                                                                                    F - St



                                                                                                                                                                                                                                      6.00                                                                                                                                                       Augered to depth
                                                                                                                                                                                                                             6
                                                                                                                                                                                                                                                                                             CH            SANDY CLAY (ALLUVIUM): high plasticity, grey brown, fine to
                                                                                                                                                                                                                                                                                                           medium grained sand


                                                                                                                                                                                                                                             DS 6.50-7.00 m
                                                                                                                                                                                                                                                                                                                                                                             M
                                                                                                                                                                                                                                                                                                                                                                           (=PL)

                                                                                                                                                                                                                             7
                                                                                                                                                                                                                                                                                                                                                                                     St -
                                                                                                                                                                                                     L-M
                                                                                                                                                                                                                                                                                                                                                                                     VSt




                                                                                                                                                                                                                             8


                                                                                                                                                                                                                                      8.40
                                                                                                                                                                                                                                                                                             CI-           CLAY (RESIDUAL): medium to high plasticity, pale grey with
                                                                                                                                                                                                                                                                                             CH            mottled red brown and orange brown                                M
                                                                                                                                                                                                       M                                                                                                                                                                         H
                                                                                                                                                                                                                                                                                                                                                                           (<PL)
                                                                                                                                                                                                                                      9.00
                                                                                                                                                                                                                             9
                                                                                                                                                                                                                                                                                                           END OF [email protected] m
                                                                                                                                                                                                                                                                                                           TARGET DEPTH




                                                                                                                                                                                                                           10
                                                                                                                                                                                                                                         This report must be read in conjunction with accompanying notes and abbreviations. It has been prepared for geotechnical
                                                                                                                                                                                                                                        purposes only, without attempt to assess possible contamination. Any references to potential contamination are for information
                                                                                                                                                                                                                                                     only and do not necessarily indicate the presence or absence of soil or groundwater contamination.