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Response to Information Request - MCU12/0184

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             coffey~ geotechnics                                                                                                                                                Excavation No.                  TP7

                                                                                                                                                                                Sheet                         of 1
             Engineering Log                                                  -     Excavation
                                                                                                                                                                                Project No:                     GEOTKPAR01945AA
             Client:                         DA VID AND GEN MILLIGAN                                                                                                            Date started:                   15.4.2013

             Principal:                                                                                                                                                         Date completed:                 15.4.2013

             Project:                        136 TOP FORESTRY ROAD                                                                                                              Logged by:                      CM/MC

             Test pit location:              REFER TO PLAN                                                                                                                      Checked by:                    RM

             equipment type and model:              HITACHI12T                                            Pit Orientation:                       Easting:        484914 m                          R.L. Surface:           NOT MEASURED

             excavation dimensions:                 2m long          0.3mwide                                                                    Northing:       7073652 m                         datum:

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              method                                    support                                       notes,   sampl.es, tests                              classification symbols and                         consistency/density index
              N            natural exposure             S shoring                   N   nil           U",         undisturbed sample 50mm diameter          soil description                                   VS            very soft
              X            existing excavation                                                        U03         undisturbed sample 63mm diameter          based on unified classification                    S             soft
              BH           backhoe bucket                                                             D           disturbed sample                          system                                             F             firm
        ~     B            bulldozer blade            j- T4                                           V           vane shear (kPa)                                                                             St            stiff
              R            ripper                    II’).();J ~:n~~~~\~nce                           Bs          bulk sample                               moisture                                           VSt            very stiff

        j~    E            excavator
                                                       .........




                                                       water
                                                                          refusal                     E
                                                                                                      R
                                                                                                                  environmental sample
                                                                                                                  refusal
                                                                                                                                                             D
                                                                                                                                                             M
                                                                                                                                                                  dry
                                                                                                                                                                  moist
                                                                                                                                                                                                               H
                                                                                                                                                                                                               Fb
                                                                                                                                                                                                                              hard
                                                                                                                                                                                                                             friable
                                                                                                                                                            W     wet                                          VL             very loose
                                                      -I.. ~~~~t~~~lown
        ~                                             ..,..._ water inflow
                                                                                                                                                            Wp
                                                                                                                                                            W,
                                                                                                                                                                  plastic limit
                                                                                                                                                                  liquid limit
                                                                                                                                                                                                               L
                                                                                                                                                                                                               MD
                                                                                                                                                                                                                             loose
                                                                                                                                                                                                                              medium dense
                                                                                                                                                                                                               D             dense
        ~                                             ___",. water outflow                                                                                                                                     VD             very dense
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