J000154-001-R-Rev0_ASS Investigation Report · RAP15/0034

                                                                                                                                                                                                                                                                           REPORT OF BOREHOLE: BH2
                                                                                                                                                                                                                                                                                                  SHEET: 1 OF 1
                                                                                                                    CLIENT:                        SCG Consulting Engineers                                     COORDS: 508762.0 m E 7081085.0 m N MGA94 56                                       DRILL RIG: Edson CP1
                                                                                                                    PROJECT: Residence                                                                          SURFACE RL: DATUM: AHD                                                            CONTRACTOR: Contract Drilling
                                                                                                                    LOCATION: Witta Circle, Noosa Heads                                                         INCLINATION: -90°                                                                 LOGGED: DJJ            DATE: 5/11/15
                                                                                                                    JOB NO:                        J000154                                                      HOLE DEPTH: 3.50 m                                                                CHECKED: JM            DATE: 13/11/15

                                                                                                                                           Drilling                         Sampling                                                                                      Field Material Description




                                                                                                                                                                                                                                                                                             CONSISTENCY
                                                                                                                                                                                                                USCS SYMBOL
                                                                                                                             PENETRATION




                                                                                                                                                                                          RECOVERED
                                                                                                                             RESISTANCE




                                                                                                                                                                                                                                                                                             CONDITION
                                                                                                                                                                                                                                                                                                                STRUCTURE AND




                                                                                                                                                                                                                                                                                             MOISTURE
                                                                                                                                                                                                      GRAPHIC
                                                                                                                                                                          SAMPLE OR
                                                                                                                    METHOD




                                                                                                                                                                                                                                                                                             DENSITY
                                                                                                                                                                                                                                      SOIL/ROCK MATERIAL DESCRIPTION                                              ADDITIONAL
                                                                                                                                                   (metres)
                                                                                                                                           WATER




                                                                                                                                                                          FIELD TEST
                                                                                                                                                   DEPTH




                                                                                                                                                                                                                                                                                                                OBSERVATIONS



                                                                                                                                                                                                      LOG
                                                                                                                                                              DEPTH
                                                                                                                                                               RL
                                                                                                                                                   0.0
                                                                                                                                                                                                                              SAND (FILL)
                                                                                                                                                                                                                              fine grained, dark grey, with some organics (rootlets)

                                                                                                                                                               0.25
                                                                                                                                                                                                                              SAND (FILL)
                                                                                                                                                                                                                              fine to medium grained, pale grey, yellow

                                                                                                                                                   0.5




                                                                                                                                                   1.0                                                                                                                                        M
                                                                                                                                                                      DS 1.00 m
                                                                                                                                                                      ASS Samples taken
                                                                                                                                                                      every 0.25 m




                                                                                                                                                               1.50
                                                                                                                                                   1.5
                                                                                                                                                                                                                              becoming pale brown
                                                                                                                    ADT




                                                                                                                                                               2.00
                                                                                                                                                   2.0
                                                                                                                                                                                                                              SAND
                                                                                                                                                                                                                              fine to medium grained, pale grey, grey, with some organics,
                                                                                                                                                                                                                              trace silt
                                                                                                                                                               2.25
                                                                                                                                                                                                                              becoming fine to coarse grained, grey, with some wet shells


                                                                                                                                                   2.5
CORE 8_1 LIB.GLB Log NON-CORED FULL PAGE J000154 BH1-3.GPJ <<DrawingFile>> 17/11/2015 08:17 8.30.004 Datgel Tools




                                                                                                                                                                                                                                                                                              W



                                                                                                                                                   3.0




                                                                                                                                                   3.5
                                                                                                                                                                                                                              END OF [email protected] m
                                                                                                                                                                                                                              GROUNDWATER NOT OBSERVED
                                                                                                                                                                                                                              BACKFILLED




                                                                                                                                                   4.0




                                                                                                                                                   4.5




                                                                                                                                                   5.0
                                                                                                                                                                This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared for
                                                                                                                                                                 environmental purposes only, without attempt to consider geotechnical properties or the geotechnical significance of the
                                                                                                                                                                                  materials encountered. As such it should not be relied upon for geotechnical purposes.