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

                                                                                                                                                                                                                                                                                                                                                      REPORT OF BOREHOLE: BH 1
                                                                                                                                                                                                                                                                                                           EAST:                 506421.0 m                                           SHEET                        1 OF 1
                                                                                                                                                                                             CLIENT:                           TOD Consulting Engineers Pty Ltd                                            NORTH:                7080062.0 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   0.00-4.00 m                                     SP            SILTY GRAVELLY SAND (TOPSOIL): fine to medium grained,            M-     VD
                                                                                                                                                                                                                                             ASS samples taken at                            SM            dark brown, medium to coarse sized gravel, trace rootlets         W                 >20
                                                                                                                                                                                                                                      0.30   0.25 m intervals to 4 m                                                                                                         M
                                                                                                                                                                                                                                             depth                                           SP            SILTY SAND (FILL): fine to medium grained, brown, with fine to
                                                                                                                                                                                                                                                                                                           medium sized gravel                                                       D         Augered to depth
                                                                                                                                                                                                                                      0.70                                                                 SAND (FILL): fine grained, dark brown, trace silt
                                                                                                                                                                                                                                                                                                           Pale grey
                                                                                                                                                                                                                             1        1.10
                                                                                                                                                                                                                                                                                                                                                                                    MD
                                                                                                                                                                                                                                                                                             SC            CLAYEY SAND (OLD TOPSOIL): fine to medium grained, dark
                                                                                                                                                                                                                                      1.30                                                                                                                                   M-
                                                                                                                                                                                                                                                                                                           grey, high plasticity clay, abundant organics
                                                                                                                                                                                                                                                                                             SP                                                                              W
                                                                                                                                                                                                                                      1.50                                                                 SAND (ALLUVIUM): fine to medium grained, pale grey, trace silt
                                                                                                                                                                                                     L-M
                                                                                                                                                                                                                                                                                                           Pale brown
                                                                                                                                                                                                                                                                                                                                                                                     D

                                                                                                                                                                                                                                      2.00
                                                                                                                                                                                                                             2
                                                                                                                                                                                                                                                                                                           Dark grey, with high plasticity clay


                                                                                                                                                                                                                                      2.50                                                                                                                                          MD
                                                                                                                                                                                                                                                                                                           Trace clay


                                                                                                                                                                                                                                      3.00
                                                                                                                                                                                                                             3
                                                                                                                                                                                                                                                                                                           Grey to dark grey, no clay
                                                                                                                                                                                                                                                                                                                                                                             W

                                                                                                                                                                                                       M


                                                                                                                                                                                                                                                                                                                                                                                     D
                                                                                                                                                                                                                                      4.00
                                                                                                                                                                                           ADT




                                                                                                                                                                                                                             4
                                                                                                                                                                                                                                                                                                           Fine to medium grained, trace fine sized shell fragments
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

                                                                                                                                                                                                    M-H



                                                                                                                                                                                                                                      5.00
                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                                                                             CH            CLAY (ALLUVIUM): high plasticity, grey, trace sand



                                                                                                                                                                                                                                             DS 5.50-5.75 m
                                                                                                                                                                                                                                                                                                                                                                                  F - St
                                                                                                                                                                                                                                                                                                                                                                              M
                                                                                                                                                                                                                             6
                                                                                                                                                                                                                                                                                                                                                                            (>PL)
                                                                                                                                                                                                                                                                                                                                                                                               Augered to depth

                                                                                                                                                                                                     L-M                                     DS 6.40-6.60 m

                                                                                                                                                                                                                                                                                                                                                                                    St -
                                                                                                                                                                                                                                                                                                                                                                                    VSt
                                                                                                                                                                                                                                      7.00
                                                                                                                                                                                                                             7                                                                                                                                                                 Augered to depth
                                                                                                                                                                                                                                                                                             CI-           CLAY (RESIDUAL): medium to high plasticity, grey with mottled
                                                                                                                                                                                                                                                                                             CH            pale brown and red brown, trace sand

                                                                                                                                                                                                                                                                                                                                                                              M
                                                                                                                                                                                                                                                                                                                                                                                  H
                                                                                                                                                                                                                                             DS 7.50-7.75 m                                                                                                                 (=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.