Geotechnical Report

                                                                                                                                                                                                                                                                                                                                                                 REPORT OF TEST PIT: TP4
                                                                                                                                                                                                                                                                                                               EAST:               505252.0 m
                                                                                                                                                                                                                                                                                                               NORTH:              7078408.0 m                                          SHEET                  1 OF 1
                                                                                                                                                                                             CLIENT:                                    Knowles Group                                                          SURFACE RL          12.00 m                                              LOGGED:                BH
                                                                                                                                                                                             PROJECT:                                   Aged Care Facility                                                     CONTRACTOR: Bebrok                                                       LOGGED DATE:           22/03/16
                                                                                                                                                                                             LOCATION:                                  Walter Hay Drive, Noosaville                                           MACHINE:            8t Excavator                                         CHECKED:               DJP
                                                                                                                                                                                             JOB NO:                                    J000206                                                                BUCKET SIZE:        450 mm toothed                                       CHECKED DATE: 04/04/16

                                                                                                                                                                                                             Excavation                                      Sampling                                                                                     Field Material Description




                                                                                                                                                                                                                                                                                                                                                                               CONSISTENCY
                                                                                                                                                                                                                                                                                                 USCS SYMBOL
                                                                                                                                                                                                                                                                                                                                                                                                          DCP TEST




                                                                                                                                                                                                                                                                           RECOVERED
                                                                                                                                                                                                    EXCAVATION
                                                                                                                                                                                                    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
                                                                                                                                                                                                                                   0.0
                                                                                                                                                                                                                                              12.00                                                            SILTY CLAY (TOPSOIL): low to medium plasticity, dark brown,
                                                                                                                                                                                                                                              0.10                                                             trace roots
                                                                                                                                                                                                                                              11.90
                                                                                                                                                                                                       L                                                                                                       SILTY CLAY: medium to high plasticity, grey and orange brown,    M
                                                                                                                                                                                                                                                                                                               with roots up to 50 mm diameter

                                                                                                                                                                                                                                              0.30
                                                                                                                                                                                                                                                                                                                                                                                       F
                                                                                                                                                                                                                                              11.70                                                            SILTY CLAY: high plasticity, pale grey and orange red brown


                                                                                                                                                                                                                                   0.5




                                                                                                                                                                                                                                                                                                                                                                                       St




                                                                                                                                                                                                                                   1.0


                                                                                                                                                                                                                                                                                                                                                                                    VSt -
                                                                                                                                                                                                                                                                                                                                                                                     H




                                                                                                                                                                                                                                   1.5


                                                                                                                                                                                                     L-M
CORE_2016.GLB Log IS AU BOREHOLE 3 J000206.GPJ <<DrawingFile>> 05/04/2016 09:35 8.30.004 Datgel Lab and In Situ Tool - DGD | Lib: DGDT-P 3.05.0 2016-01-20 Prj: DGDT-P 3.05.0 2016-01-20

                                                                                                                                                                                           E



                                                                                                                                                                                                                 Not Encountered




                                                                                                                                                                                                                                                                                                                                                                                D

                                                                                                                                                                                                                                   2.0




                                                                                                                                                                                                                                                                                                                                                                                       H
                                                                                                                                                                                                                                   2.5




                                                                                                                                                                                                                                               3.00
                                                                                                                                                                                                                                   3.0
                                                                                                                                                                                                                                                                                                               Tending to extremely weathered siltstone




                                                                                                                                                                                                       H




                                                                                                                                                                                                                                               3.50
                                                                                                                                                                                                                                   3.5
                                                                                                                                                                                                                                                                                                               TEST PIT [email protected] m
                                                                                                                                                                                                                                                                                                               TARGET DEPTH
                                                                                                                                                                                                                                                                                                               BACKFILLED




                                                                                                                                                                                                                                   4.0
                                                                                                                                                                                                                                                 This report of 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.