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

                                                                                                                                                                                                                                                                                                                                                     REPORT OF BOREHOLE: BH 2
                                                                                                                                                                                                                                                                                                           EAST:               506425.0 m                                             SHEET                       1 OF 1
                                                                                                                                                                                             CLIENT:                           TOD Consulting Engineers Pty Ltd                                            NORTH:              7080040.0 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
                                                                                                                                                                                                                                             0.00 m                                          SM            SILTY SAND (TOPSOIL): fine to medium grained, dark brown,
                                                                                                                                                                                                       M                                     ASS samples taken at                            SP            with medium to coarse sized gravel
                                                                                                                                                                                                                                      0.30   0.25 m intervals to 4 m
                                                                                                                                                                                                                                             depth                                           SM            GRAVELLY SAND (FILL): medium to coarse, pale brown and                    D
                                                                                                                                                                                                                                                                                                           grey, fine to medium sized gravel, trace fines                      M
                                                                                                                                                                                                                                                                                                           SILTY SAND (FILL): fine to medium grained, dark grey, trace fine                     Augered to depth
                                                                                                                                                                                                        L                             0.80                                                                 sized gravel
                                                                                                                                                                                                                                                                                             SC            CLAYEY SAND (OLD TOPSOIL): fine to medium grained, dark
                                                                                                                                                                                                                                      1.00                                                                                                                                          MD
                                                                                                                                                                                                                             1                                                                             grey, high plasticity clay, abundant organics
                                                                                                                                                                                                                                                                                             SP
                                                                                                                                                                                                                                                                                                           SAND (ALLUVIUM): fine to medium grained, pale grey


                                                                                                                                                                                                                                                                                                                                                                                     D
                                                                                                                                                                                                                                      1.75
                                                                                                                                                                                                                                                                                                           Dark grey to grey
                                                                                                                                                                                                                             2


                                                                                                                                                                                                                                                                                                                                                                                    MD




                                                                                                                                                                                                                             3                                                                                                                                                 W
                                                                                                                                                                                           ADT




                                                                                                                                                                                                       M                                                                                                                                                                             D
                                                                                                                                                                                                                             4
                                                                                                                                                                                                                                      4.25
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




                                                                                                                                                                                                                                                                                             SM            SILTY SAND (ALLUVIUM): fine to medium grained, dark brown




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

                                                                                                                                                                                                                                                                                                                                                                                M
                                                                                                                                                                                                                                                                                                                                                                                   F - St
                                                                                                                                                                                                                                                                                                                                                                              (=PL)
                                                                                                                                                                                                                                                                                                                                                                                                Augered to depth
                                                                                                                                                                                                                                      5.80
                                                                                                                                                                                                                                                                                             CI-           CLAY (RESIDUAL): medium to high plasticity, grey with mottled
                                                                                                                                                                                                                             6                                                               CH            red brown and brown
                                                                                                                                                                                                                                                                                                                                                                                M VSt -
                                                                                                                                                                                                                                                                                                                                                                              (<PL) H

                                                                                                                                                                                                                                      6.50
                                                                                                                                                                                                                                                                                                           END OF [email protected] m
                                                                                                                                                                                                                                                                                                           TARGET DEPTH

                                                                                                                                                                                                                             7




                                                                                                                                                                                                                             8




                                                                                                                                                                                                                             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.