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

                                                                                                                                                                                                                                                             REPORT OF BOREHOLE: BH1/GW1
                                                                                                                                                                                                                                                                                                     SHEET: 1 OF 1
                                                                                                                    CLIENT:                        SCG Consulting Engineers                                     COORDS: 508778.0 m E 7081682.0 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
                                                                                                                                                                                                                                                                                                MOISTURE
                                                                                                                                                                                                      GRAPHIC
                                                                                                                                                                          SAMPLE OR
                                                                                                                    METHOD




                                                                                                                                                                                                                                                                                                DENSITY
                                                                                                                                                                                                                                           SOIL/ROCK MATERIAL DESCRIPTION                                      PIEZOMETER DETAILS
                                                                                                                                                   (metres)
                                                                                                                                           WATER




                                                                                                                                                                          FIELD TEST
                                                                                                                                                   DEPTH




                                                                                                                                                                                                      LOG
                                                                                                                                                              DEPTH
                                                                                                                                                               RL
                                                                                                                                                   -1.0



                                                                                                                                                                                                                                                                                                                               Stickup



                                                                                                                                                   -0.5




                                                                                                                                                   0.0
                                                                                                                                                                                                                              SAND (FILL)
                                                                                                                                                                                                                              fine grained, dark grey, with some rootlets

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

                                                                                                                                                   0.5



                                                                                                                                                                                                                                                                                                 M



                                                                                                                                                   1.0
                                                                                                                                                                      DS 1.00 m
                                                                                                                                                               1.10   ASS Samples taken
                                                                                                                                                                      every 0.25 m                                            SAND (FILL)
                                                                                                                                                                                                                              fine grained, pale yellow, white




                                                                                                                                                               1.50
                                                                                                                                                   1.5
                                                                                                                                                                                                                              SAND
                                                                                                                                                                                                                              fine to medium grained, grey, pale yellow, with some organics
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

                                                                                                                    ADT




                                                                                                                                                               2.00
                                                                                                                                                   2.0                                                                                                                                                                         Filter Pack
                                                                                                                                                                                                                              trace silt


                                                                                                                                                               2.25
                                                                                                                                                                                                                              SAND
                                                                                                                                                                                                                              fine to medium grained, pale grey, with some silt, trace shells

                                                                                                                                                   2.5                                                                                                                                           W




                                                                                                                                                   3.0



                                                                                                                                                                                                                                                                                                                               End Plug



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




                                                                                                                                                   4.0
                                                                                                                                                                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.