geotech report · MCU15/0087

                                                                                                                                                                                                                                                                                        Borehole ID.                        BH1
                                                                                                                                                                                                                                                                                        sheet:                              1 of 1
                                                                                              Engineering Log - Borehole                                                                                                                                                                project no.                         GEOTKPAR02068AA
                                                                                              client:                   ANNETTE WARNER PTY LTD                                                                                                                                          date started:                       10 Aug 2015
                                                                                              principal:                                                                                                                                                                                date completed:                     10 Aug 2015
                                                                                              project:                  1 NATASHA AVENUE, NOOSA HEADS                                                                                                                                   logged by:                          OP
                                                                                              location:                                                                                                                                                                                 checked by:                         RFM
                                                                                              position:                 E: 508691; N: 7080895 (56J )                                                                surface elevation : Not Specified                       angle from horizontal: 90°
                                                                                              drill model: 4WD MOUNTED                                                                     mounting: Light Vehicle                                 hole diameter : 100 mm
                                                                                               drilling information                                                        material substance




                                                                                                                                                                                                                                                                                         relative density
                                                                                                          penetration




                                                                                                                                                                                            classification

                                                                                                                                                                                                                               material description                                                          hand                   structure and




                                                                                                                                                                                                                                                                                         consistency /
                                                                                                                                                                           graphic log




                                                                                                                                       samples &                                                                                                                                                            penetro-           additional observations
                                                                                              method &




                                                                                                                                                               depth (m)




                                                                                                                                                                                                                                                                            condition
                                                                                                                                                                                                                                                                            moisture
                                                                                                                                       field tests                                                                SOIL TYPE: plasticity or particle characteristic,                                          meter
                                                                                              support




                                                                                                                                                                                            symbol
                                                                                                                                                     RL (m)
                                                                                                                        water




                                                                                                                                                                                                                    colour, secondary and minor components                                                   (kPa)




                                                                                                                                                                                                                                                                                                            100
                                                                                                                                                                                                                                                                                                            200
                                                                                                                                                                                                                                                                                                            300
                                                                                                                                                                                                                                                                                                            400
                                                                                                         1
                                                                                                         2
                                                                                                         3




                                                                                                                                                                                             SP              SAND: fine to medium grained, dark grey, trace of                M              L                         DUNE SAND: AEOLIAN
                                                                                                                                                                                                             fines.

                                                                                                                                                                                                             ... colour changing to grey

                                                                                                                                                                                                                                                                                        MD



                                                                                                                                                              1.0
                                                                                                                                                                                                             ... colour changing to pale grey




                                                                                                                                                              2.0
                                                                                                                                                                                                                                                                                            D
CDF_0_9_04BA.GLB Log COF BOREHOLE: NON CORED GK02068AA.GPJ <<DrawingFile>> 12/08/2015 16:16




                                                                                                                        Not Observed
                                                                                              AS




                                                                                                                                                              3.0
                                                                                                   N




                                                                                                                                                              4.0
                                                                                                                                                                                                                                                                                         VD




                                                                                                                                                              5.0




                                                                                                                                                              6.0
                                                                                                                                                                                                             Borehole BH1 terminated at 6.0 m                                                                          LIMIT OF INVESTIGATION




                                                                                               method                                                support                                                     samples & field tests                                  classification symbol &                          consistency / relative density
                                                                                               AD auger drilling*                                    M mud                               N nil                                                                              soil description
                                                                                                                                                                                                                 B         bulk disturbed sample                                                                         VS             very soft
                                                                                               AS auger screwing*                                    C casing                                                                                                              based on Unified
                                                                                                                                                                                                                 D         disturbed sample                                                                              S              soft
                                                                                               RR roller/tricone                                                                                                                                                         Classification System
                                                                                                                                                     penetration                                                 E         environmental sample                                                                          F              firm
                                                                                               W washbore                                                                                                        SS        split spoon sample                                                                            St             stiff
                                                                                                                                                              1
                                                                                                                                                              2
                                                                                                                                                              3




                                                                                               CT cable tool                                                               no resistance                         U##       undisturbed sample ##mm diameter           moisture                                           VSt            very stiff
                                                                                               HA hand auger                                                               ranging to
                                                                                                                                                                                                                 HP        hand penetrometer (kPa)                    D   dry                                            H              hard
                                                                                                                                                                           refusal
                                                                                               DT diatube                                                                                                        N         standard penetration test (SPT)            M moist                                            Fb             friable
                                                                                               B    blank bit                                        water                                                                                                            W wet
                                                                                                                                                                    10-Oct-12 water                              N*        SPT - sample recovered                                                                        VL             very loose
                                                                                               V    V bit                                                                                                                                                             Wp plastic limit
                                                                                                                                                                    level on date shown                          Nc        SPT with solid cone                                                                           L              loose
                                                                                               T    TC bit                                                                                                                                                            Wl liquid limit
                                                                                                                                                                    water inflow                                 VS        vane shear; peak/remouded (kPa)                                                               MD             medium dense
                                                                                                *   bit shown by suffix                                                                                          R         refusal                                                                                       D              dense
                                                                                               e.g. AD/T                                                            water outflow
                                                                                                                                                                                                                 HB        hammer bouncing                                                                               VD             very dense