Attachment 5 - Geotechnical Report · MCU18/0015

                                                                                                                                                                                                                                                                                                                                                          REPORT OF BOREHOLE: BH1
                                                                                                                                                                                                                                                                                                                EAST:              509210.0 m                                             SHEET                         1 OF 1
                                                                                                                                                                                             CLIENT:                                     David Neate C/- Innovative Planning Solutions                          NORTH:             7081144.0 m                                            LOGGED:                       BH/MC
                                                                                                                                                                                             PROJECT:                                    Proposed Development                                                   CONTRACTOR: Core Consultants                                              LOGGED DATE:                  11/04/18
                                                                                                                                                                                             LOCATION:                                   27 Attunga Heights, Noosa Heads                                        DRILL RIG:         Hand Auger                                             CHECKED:                      WM
                                                                                                                                                                                             JOB NO:                                     J000635                                                                INCLINATION:       -90°                                                   CHECKED DATE: 08/05/18

                                                                                                                                                                                                                  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
                                                                                                                                                                                                                                                                                                  SP            SAND (TOPSOIL): fine grained, pale grey and brown, trace fines,
                                                                                                                                                                                                                                                                                                                trace rootlets
                                                                                                                                                                                                                                                0.20
                                                                                                                                                                                                                                                                                                  SP            SAND (AEOLIAN/ALLUVIAL SOIL): fine grained, brown, trace
                                                                                                                                                                                                                                                                                                                fines, trace rootlets
                                                                                                                                                                                           HA




                                                                                                                                                                                                        L                                                                                                                                                                          D     L




                                                                                                                                                                                                                                                0.70
                                                                                                                                                                                                                                                                                                                END OF [email protected] m
                                                                                                                                                                                                                                                                                                                REFUSAL ON TREE ROOTS
                                                                                                                                                                                                                                                                                                                BACKFILLED
                                                                                                                                                                                                                                       1




                                                                                                                                                                                                                                       2
                                                                                                                                                                                                                                                                                                                                                                                                    >20
CORE 1.00 LIB.GLB Log IS AU BOREHOLE 3 J000635 BHS.GPJ <<DrawingFile>> 08/05/2018 17:09 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




                                                                                                                                                                                                                  Not Encountered




                                                                                                                                                                                                                                       3




                                                                                                                                                                                                                                       4




                                                                                                                                                                                                                                       5




                                                                                                                                                                                                                                       6
                                                                                                                                                                                                                                                   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.