Appendix B - SCG Soil Test & Footing Report Dated 26-06-2019 · EXE23/0035

       SCG CONSULTING ENGINEERS                      LOG SECTIONS                      File No.29095

      Depth             TEST SITE No 1                   P   Depth                 TEST SITE No 2            P
       100               Silty Sand SM                   1    100                 FILL Silty Sand SM         1
       200           Fine to coarse grained              1    200               Fine to coarse grained       1
       300           Dark grey brown, roots              1    300               Dark grey brown, roots       1
       400                Moist, loose.                  1    400                  Traces of gravel          1
       500                                               1    500                    Moist, loose.           1
       600                                               1    600                                            1
       700                                               2    700                                            1
       800               Silty Sand SM                   2    800                                            2
       900           Fine to coarse grained              2    900                   Silty Sand SM            2
      1000          Grey, moist, med dense.              2   1000               Fine grained, pale grey      2
      1100                                               2   1100                 Moist, med dense.          2
      1200                                               3   1200                                            3
      1300              Silty Sand SM                    3   1300                                            3
      1400          Fine to coarse grained               3   1400                                            4
      1500       Pale grey, moist, med dense.            3   1500                                            7
      1600                                               3   1600                                            7
      1700                                               3   1700                                            9
      1800                                               4   1800                                            9
      1900                                               4   1900                                            12
      2000                                               4   2000                        End                 15
      2100                                               5   2100                                            +
      2200                                               5   2200
      2300                                               7   2300
      2400                                               7   2400
      2500                                                   2500
      2600                                                   2600
      2700                                                   2700
      2800                                                   2800
      2900                                                   2900
      3000                                                   3000
      3100                     End                           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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