Scg 28045(S) · MCU18/0048

       SCG CONSULTING ENGINEERS                      LOG SECTIONS                    File No.28045

      Depth             TEST SITE No 1                   P   Depth              TEST SITE No 2               P
       100               Silty Sand SM                   1    100                Silty Sand SM               1
       200           Fine to coarse grained              1    200            Fine to coarse grained          1
       300              grey, roots, moist               1    300               grey, roots, moist           1
       400                    Loose.                     1    400                     Loose.                 1
       500                                               1    500                                            1
       600                                               1    600                                            1
       700                                               1    700                                            1
       800                                               1    800                                            1
       900                                               1    900                                            1
      1000                                               1   1000                                            1
      1100                                               1   1100                                            1
      1200              Silty Sand SM                    1   1200               Silty Sand SM                1
      1300          Fine to coarse grained               1   1300           Fine to coarse grained           1
      1400       Pale grey(White), roots, moist          1   1400        Pale grey(White), roots, moist      1
      1500                   Loose.                      2   1500                    Loose.                  1
      1600                                               2   1600                                            1
      1700                                               2   1700                                            2
      1800                                               3   1800                                            2
      1900                                               3   1900                                            3
      2000                                               3   2000                                            3
      2100                                               3   2100                                            3
      2200                                               3   2200                                            3
      2300                                               3   2300                                            3
      2400                                               4   2400                                            3
      2500                                               5   2500                                            4
      2600                                                   2600
      2700                                                   2700
      2800                                                   2800
      2900                                                   2900
      3000                                                   3000
      3100                     End                           3100                      End



         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.




Z:\0-JOB FILE\28000-28999\28045-7 Arakoon Cres, Sunshine Beach\GEO\28045logs.doc