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

                                                                                                                                                                                                                                                                                                                                                         REPORT OF BOREHOLE: BH3
                                                                                                                                                                                                                                                                                                                EAST:                509154.0 m                                      SHEET                   1 OF 1
                                                                                                                                                                                             CLIENT:                                     David Neate C/- Innovative Planning Solutions                          NORTH:               7080908.0 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, brown and pale grey, trace
                                                                                                                                                                                                                                                                                                                rootlets                                                      D
                                                                                                                                                                                                                                                0.20
                                                                                                                                                                                                                                                                                                  SP            SAND (AEOLIAN/ALLUVIAL SOIL): fine grained, brown and pale
                                                                                                                                                                                                                                                                                                                brown, trace rootlets                                                L




                                                                                                                                                                                                                                                0.80
                                                                                                                                                                                                                                                                                                                Pale grey, trace roots and rootlets
                                                                                                                                                                                                                                                1.00
                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                                                                                                Pale grey and brown                                                MD
                                                                                                                                                                                                                                                1.20
                                                                                                                                                                                                                                                                                                                Pale grey
                                                                                                                                                                                           HA




                                                                                                                                                                                                        L                              2
                                                                                                                                                                                                                                                                                                                                                                              M
                                                                                                                                                                                                                                                                                                                                                                                     D



                                                                                                                                                                                                                                                2.50
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




                                                                                                                                                                                                                                                                                                                Pale grey with mottled grey
                                                                                                                                                                                                                  Not Encountered




                                                                                                                                                                                                                                       3




                                                                                                                                                                                                                                                                                                                                                                                   VD

                                                                                                                                                                                                                                                3.70
                                                                                                                                                                                                                                                                                                                Pale grey and brown


                                                                                                                                                                                                                                                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.