Z40770_Response to InformationRequest_NC_final

       SCG CONSULTING ENGINEERS                      LOG SECTIONS                    File No.26232

      Depth            TEST SITE No 3                    P    Depth              TEST SITE No
       100           FILL Sandy Clay CH                   1    100
       200         Med to high plast., grey               2    200
       300       Mottled pale grey, moist, soft.          2    300
       400            FILL Silty Clay CH                  3    400
       500        Med to high plast., orange              3    500
       600               & pale brown                     4    600
       700                Moist, stiff.                   5    700
       800                                                6    800
       900                                                7    900
      1000          N.S.L Sandy Clay CH                   8   1000
      1100          Med plast., grey brown                8   1100
      1200                Moist, firm.                    8   1200
      1300               Silty Clay CH                    8   1300
      1400         Med to high plast., orange             9   1400
      1500            Brown, moist, stiff.               10   1500
      1600                                               12   1600
      1700                                               15   1700
      1800                                               20   1800
                                                         +
       1900                                                   1900
       2000                                                   2000
       2100                                                   2100
       2200              Silty Clay CH                        2200
       2300        Med to high plast., orange                 2300
       2400        Mottled pale grey, moist,                  2400
       2500                Very stiff.                        2500
       2600             UTP Ironstone                         2600
       2700                                                   2700
       2800                                                   2800
       2900                                                   2900
       3000                                                   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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