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

                                                                                                                                                                                                                                                                                                                                                    REPORT OF BOREHOLE: BH 3
                                                                                                                                                                                                                                                                                                           EAST:               506403.0 m                                             SHEET                       1 OF 1
                                                                                                                                                                                             CLIENT:                           TOD Consulting Engineers Pty Ltd                                            NORTH:              7080064.0 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,
                                                                                                                                                                                                    M-H                                      ASS samples taken at                            SM            brown to dark brown, fine to medium sized gravel
                                                                                                                                                                                                                                      0.30   0.25 m intervals to 4 m                                                                                                          D
                                                                                                                                                                                                                                             depth                                           CI-           SILTY SAND (FILL): fine to medium grained, red brown, trace               D
                                                                                                                                                                                                                                      0.50                                                   CH            clay
                                                                                                                                                                                                                                                                                                                                                                                               Augered to depth
                                                                                                                                                                                                                                                                                             SP            SANDY CLAY (FILL): medium to high plasticity, brown, fine to
                                                                                                                                                                                                                                      0.80                                                                 medium grained sand
                                                                                                                                                                                                                                             DS 0.80-1.00 m                                  SC            SAND (FILL): fine to medium grained, pale grey                            L-
                                                                                                                                                                                                                             1        1.10                                                                                                                                    M      MD
                                                                                                                                                                                                                                                                                                           CLAYEY SAND (OLD TOPSOIL): fine to medium grained, dark
                                                                                                                                                                                                                                                                                             SP            grey, high plasticity clay, trace silt, abundant organics
                                                                                                                                                                                                                                                                                                           SAND (ALLUVIUM): fine to medium grained, pale grey, trace silt,
                                                                                                                                                                                                                                      1.50                                                                 trace organics
                                                                                                                                                                                                                                                                                                           Brown                                                                     D

                                                                                                                                                                                                                                      2.00
                                                                                                                                                                                                                             2
                                                                                                                                                                                                                                                                                                           Grey
                                                                                                                                                                                                                                                                                                                                                                                               Augered to depth



                                                                                                                                                                                                                                                                                                                                                                                               HW

                                                                                                                                                                                                        L                    3                                                                                                                                                       L
                                                                                                                                                                                                                                             DS 3.00-3.50 m
                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                           ADT




                                                                                                                                                                                                                             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




                                                                                                                                                                                                                                                                                                                                                                                     D



                                                                                                                                                                                                                                      5.00
                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                                                                             CH            SANDY CLAY (ALLUVIUM): high plasticity, grey, fine to medium
                                                                                                                                                                                                                                                                                                           grained sand                                                                        Augered to depth
                                                                                                                                                                                                                                                                                                                                                                                  F - St

                                                                                                                                                                                                                                      5.70
                                                                                                                                                                                                                                             DS 5.70-6.00 m                                  CI-           CLAY (ALLUVIUM): medium to high plasticity, grey to dark grey,
                                                                                                                                                                                                                                                                                             CH            trace sand                                                                St
                                                                                                                                                                                                                                      6.00
                                                                                                                                                                                                                             6
                                                                                                                                                                                                                                                                                                           Grey
                                                                                                                                                                                                                                                                                                                                                                               M
                                                                                                                                                                                                                                                                                                                                                                             (=PL)



                                                                                                                                                                                                                                                                                                                                                                                     VSt
                                                                                                                                                                                                     L-M
                                                                                                                                                                                                                                      7.00
                                                                                                                                                                                                                             7
                                                                                                                                                                                                                                                                                             CH            SANDY CLAY (ALLUVIUM): high plasticity, pale brown with
                                                                                                                                                                                                                                                                                                           mottled orange brown, fine to medium grained sand

                                                                                                                                                                                                                                      7.50
                                                                                                                                                                                                                                             DS 7.50-8.00 m                                  CI-           CLAY (RESIDUAL): medium to high plasticity, mottled red brown,
                                                                                                                                                                                                                                                                                             CH            pale brown and pale grey                                            M
                                                                                                                                                                                                                                                                                                                                                                                   H
                                                                                                                                                                                                                                                                                                                                                                             (<PL)
                                                                                                                                                                                                                                      8.00
                                                                                                                                                                                                                             8
                                                                                                                                                                                                                                                                                                           END OF [email protected] m
                                                                                                                                                                                                                                                                                                           TARGET DEPTH




                                                                                                                                                                                                                             9




                                                                                                                                                                                                                           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.