33522 soil report SCG 28050(S) · MCU18/0001

       SCG CONSULTING ENGINEERS                      LOG SECTIONS                   File No.28050

      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              2    200            Fine to coarse grained          2
       300         Brown, roots, moist, loose.           3    300          Brown, roots, moist, loose.       2
       400               Silty Sand SM                   2    400                                            5
       500           Fine to coarse grained              3    500                Silty Sand SM               5
       600             Grey, moist, loose.               2    600            Fine to coarse grained          2
       700                                               2    700              Grey, moist, loose.           3
       800                                               3    800                                            4
       900                                               3    900                                            3
      1000                                               3   1000                                            2
      1100                                               2   1100                                            3
      1200                                               3   1200                 Silty Sand SM              2
      1300                                               2   1300          Fine to coarse grained, pale      3
      1400                                               3   1400           Grey (White), moist, med         2
      1500                                               3   1500                     Dense.                 3
      1600                                               3   1600                                            3
      1700                                               3   1700                                            4
      1800               Silty Sand SM                   4   1800                                            4
      1900        Fine to coarse grained, pale           4   1900                                            4
      2000         Grey (White), moist, med              5   2000                                            4
      2100                   Dense.                      5   2100                                            4
      2200                                               6   2200                                            4
      2300                                               6   2300                                            5
      2400                                                   2400
      2500                                                   2500
      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\28050-8 Stevens St, Sunshine Beach\GEO\28050logs.doc