24-01-2020 - Appeal No. 245 of 2019 - Final Order of Judge Rackemann · 51987.2951.01

                                                                                                                                                                                                                                                                                                                                                                                     REPORT OF BOREHOLE: BH1
                                                                                                                                                                                                                                                                                                                                             EAST:               511309.0 m                                        SHEET          1 OF 1
                                                                                                                                                                                             CLIENT:                                                                  MWL                                                                    NORTH:              7080117.0 m                                       LOGGED:        HO
                                                                                                                                                                                             PROJECT:                                                                 POOL                                                                   CONTRACTOR: ALL-TECH                                                  LOGGED DATE:   19/07/19
                                                                                                                                                                                             LOCATION:                                                                42 Seaview Tce, Sunshine Beach                                         DRILL RIG:          ID3300                                            CHECKED:       WM
                                                                                                                                                                                             JOB NO:                                                                  J000867                                                                INCLINATION:        -90° HOLE DIA. 100 mm                             CHECKED DATE: 19/09/19

                                                                                                                                                                                                                  Drilling                                                                Sampling                                                                                  Field Material Description




                                                                                                                                                                                                                                                                                                                                                                                                           CONSISTENCY
                                                                                                                                                                                                                                                                                                                               USCS SYMBOL
                                                                                                                                                                                                    PENETRATION




                                                                                                                                                                                                                                                                                                         RECOVERED
                                                                                                                                                                                                    RESISTANCE




                                                                                                                                                                                                                                                                                                                                                                                                           CONDITION
                                                                                                                                                                                                                                                                                                                                                                                                                              STRUCTURE AND




                                                                                                                                                                                                                                                                                                                                                                                                           MOISTURE
                                                                                                                                                                                                                                                                                        SAMPLE OR




                                                                                                                                                                                                                                                                                                                     GRAPHIC




                                                                                                                                                                                                                                                                                                                                                                                                           DENSITY
                                                                                                                                                                                           METHOD




                                                                                                                                                                                                                                                                                                                                                      SOIL/ROCK MATERIAL DESCRIPTION                                            ADDITIONAL
                                                                                                                                                                                                                                                                 (metres)




                                                                                                                                                                                                                                                                                        FIELD TEST
                                                                                                                                                                                                                  WATER

                                                                                                                                                                                                                                                                 DEPTH




                                                                                                                                                                                                                                                                                                                                                                                                                              OBSERVATIONS




                                                                                                                                                                                                                                                                                                                     LOG
                                                                                                                                                                                                                                                                            DEPTH
                                                                                                                                                                                                                                                                             RL
                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                                               SP            SAND (REWORKED NATURAL): fine to medium grained, brown,
                                                                                                                                                                                                        L                                                                                                                                    trace fines
                                                                                                                                                                                                                                                                             0.50
                                                                                                                                                                                                                                                                                                                               SP            SAND (AEOLIAN SOIL): fine to medium grained, grey

                                                                                                                                                                                                                                                                             1.00
                                                                                                                                                                                                                                                                                    SPT 1.00-1.45 m                                          Grey to pale grey
                                                                                                                                                                                                                                                                                    1,2,3                                                                                                                  D/M L
                                                                                                                                                                                                                                                                                    N=5



                                                                                                                                                                                                                                                                    2



                                                                                                                                                                                                                                                                                    SPT 2.50-2.95 m
                                                                                                                                                                                                                                                                                    2,6,8
                                                                                                                                                                                                                                                                                    N=14




                                                                                                                                                                                                                                                                             4.00
                                                                                                                                                                                                                                                                    4                                                                                                                                            MD
                                                                                                                                                                                                                                                                                    SPT 4.00-4.45 m                                          Pale brown
                                                                                                                                                                                                                                                                                    4,11,14
                                                                                                                                                                                                                                                                                    N=25




                                                                                                                                                                                                                                                                                                                                                                                                            M
                                                                                                                                                                                                                  Groundwater seepage encountered at 8.5 m BGL




                                                                                                                                                                                                                                                                                    SPT 5.50-5.95 m
                                                                                                                                                                                                                                                                                    5,11,20
CORE 1.00 LIB.GLB Log IS AU BOREHOLE 3 J000867 BH1.GPJ <<DrawingFile>> 23/07/2019 10:08 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




                                                                                                                                                                                                                                                                             6.00   N=31
                                                                                                                                                                                                                                                                    6
                                                                                                                                                                                                                                                                                                                                             Brown to dark brown
                                                                                                                                                                                                                                                                                                                                                                                                                  D
                                                                                                                                                                                           ADT




                                                                                                                                                                                                     L-M
                                                                                                                                                                                                                                                                             7.00
                                                                                                                                                                                                                                                                                    SPT 7.00-7.45 m                            SM            SILTY SAND (AEOLIAN SOIL): fine to medium grained, brown to
                                                                                                                                                                                                                                                                                    7,12,15                                                  dark brown
                                                                                                                                                                                                                                                                                    N=27

                                                                                                                                                                                                                                                                                                                                                                                                                 MD
                                                                                                                                                                                                                                                                    8



                                                                                                                                                                                                                                                                                    SPT 8.50-8.95 m
                                                                                                                                                                                                                                                                                    6,12,18
                                                                                                                                                                                                                                                                                    N=30
                                                                                                                                                                                                                                                                                                                                                                                                            M / MD /
                                                                                                                                                                                                                                                                                                                                                                                                            W    D



                                                                                                                                                                                                                                                                  10
                                                                                                                                                                                                                                                                                    SPT 10.00-10.40 m
                                                                                                                                                                                                                                                                                    11,26,30/100mm




                                                                                                                                                                                                                                                                                                                                                                                                                 VD
                                                                                                                                                                                                                                                                                                                                                                                                            W
                                                                                                                                                                                                                                                                  12




                                                                                                                                                                                                                                                                            13.00
                                                                                                                                                                                                                                                                                                                                             END OF [email protected] m
                                                                                                                                                                                                                                                                                                                                             LIMIT REACH OF MACHINE
                                                                                                                                                                                                                                                                                                                                             BACKFILLED


                                                                                                                                                                                                                                                                  14
                                                                                                                                                                                                                                                                                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.


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