Z40770_Response to InformationRequest_NC_final

       SCG CONSULTING ENGINEERS                       LOG SECTIONS                    File No.26232

      Depth            TEST SITE No 1                     P   Depth             TEST SITE No 2               P
       100           FILL Sandy Clay CH                  10    100               Sandy Clay CH                3
       200          Med to high plast., dark              7    200             Med plast., dark grey          3
       300         Grey with fine sand, moist             4    300                 Moist, firm.               4
       400                    Stiff.                      3    400               Sandy Clay CH                4
       500            FILL Silty Clay CH                  3    500            Med to high plast., pale        5
       600         Med to high plast., orange             4    600             Orange brown, moist            4
       700           Brown & grey mottled                 4    700                     Stiff.                 4
       800                Moist, stiff.                   4    800                                            7
       900                                                4    900                                            9
      1000                                                5   1000                Sandy Clay CH              20
                                                                                                             +
       1100                                               5   1100           Med to high plast., orange
       1200           N.S.L Silty Clay CH                 5   1200         Brown traces of fine to coarse
       1300         Med to high plast., pale              5   1300          Ironstone, moist , very stiff.
       1400          Orange brown , moist                 7   1400
       1500                   Stiff.                     15   1500             UTP dense ironstone
       1600      Traces of fine to coarse gravel         20   1600
                                                         +
       1700                                                   1700
       1800                                                   1800
       1900                                                   1900
       2000                                                   2000
       2100                                                   2100
       2200                                                   2200
       2300                                                   2300
       2400                                                   2400
       2500                                                   2500
       2600              Silty Clay CH                        2600
       2700        Med to high plast., orange                 2700
       2800        Mottled pale grey, moist,                  2800
       2900                Very stiff.                        2900
       3000                    End                            3000
       3100                                                   3100



         Depth = mm below ground level.
         P = blows per 100mm penetration with an approved 9kg penetrometer.
         Notation such as (SP) refers to the soil description to Table A1 AS1726 ‘Guide to the description
         identification and classification of soils’.
         Solid lines represent sharp interface between different soil types. Dotted lines represent
         gradation form one soil type to another.
         Abbreviations used
         UTP - unable to penetrate, Bec. – becoming, N.S.L. – Natural Surface Level
         Med. – medium, MW - Moderately weathered
         EW - extremely weathered, Plast. - Plasticity
         No recovery means unable to extract samples from the base of the bore hole because the soil
         will not bind in the auger head.
         The colour of the soil is often abbreviated, for example Gy = grey Or = orange.
         (Ls=? %) Indicates sample location and Linear Shrinkage result.
         The footings must be dug into or supported on piers dug into the shaded material.




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