Response to Info Request - Attachment 5 - Geotechnical Report MCU18-0015 & RAL18-0001 · MCU18/0015

                                                                                                                                                                                                                                                                                                                                                           REPORT OF BOREHOLE: BH8
                                                                                                                                                                                                                                                                                                                EAST:               509160.0 m                                           SHEET                        1 OF 1
                                                                                                                                                                                             CLIENT:                                     David Neate C/- Innovative Planning Solutions                          NORTH:              7080960.0 m                                          LOGGED:                      MC/OS
                                                                                                                                                                                             PROJECT:                                    Proposed Development                                                   CONTRACTOR: Core Consultants                                             LOGGED DATE:                 12/04/18
                                                                                                                                                                                             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, dark brown and grey, trace silt,                     HW
                                                                                                                                                                                                                                                                                                                trace rootlets

                                                                                                                                                                                                                                                0.30
                                                                                                                                                                                                                                                                                                  SP            SAND (AEOLIAN/ALLUVIAL SOIL): fine grained, dark grey, trace
                                                                                                                                                                                                                                                                                                                silt




                                                                                                                                                                                                                                                0.80                                                                                                                                    L
                                                                                                                                                                                                                                                                                                                Pale grey

                                                                                                                                                                                                                                       1




                                                                                                                                                                                                                                                                                                                                                                                       MD
                                                                                                                                                                                           HA




                                                                                                                                                                                                        L                              2                                                                                                                                          D
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                                                                                                                                                D




                                                                                                                                                                                                                                                                                                                                                                                       VD
                                                                                                                                                                                                                                                4.00
                                                                                                                                                                                                                                       4
                                                                                                                                                                                                                                                                                                                END OF [email protected] m
                                                                                                                                                                                                                                                                                                                TARGET DEPTH
                                                                                                                                                                                                                                                                                                                BACKFILLED




                                                                                                                                                                                                                                       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.