Attachment C - SCG Soil test and Footing report

       SCG CONSULTING ENGINEERS                LOG SECTIONS                         File No.30315
       Client: B. Ross
       Location:.29 Ferguson Street, Sunshine Beach.
       Date:15/01/21

      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 brown, roots, moist              1                Grey brown, roots, moist           1
       400                    Loose.                      1                          Loose.                   1
       500                                                1    300              Silty Sand SM                 2
       600               Silty Sand SM                    1    600          Fine to coarse grained            2
       700           Fine to coarse grained               2    700            Grey, moist, loose.             2
       800             Grey, moist, loose.                1    800              Silty Sand SM                 3
       900                                                1    900          Fine grained, pale grey           4
      1000                                                1   1000            Moist, med dense.              12
      1100                                                1   1100              Silty Sand SM                15
      1200                                                1   1200       Fine to coarse grained, dark        20
      1300                                                2   1300       Orange brown, moist, dense.         +
      1400                                                4   1400          UTP dense sandstone
      1500              Silty Sand SM                     6   1500
      1600          Fine to coarse grained                6   1600
      1700      Dark brown, moist, med dense.             8   1700
      1800                                                8   1800
      1900                                                6   1900
      2000                                                3   2000
                                                          6   2100
      3000                 (Seepage)                     10   2200
                                                          8   2300
                                                         10   2400
                                                         10   2500
                                                         15   2600
                                                         20   2700
                                                         +    2800
                                                              2900
      6000                    End                             3000
                          Water in hole



         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\30000-30999\30315-29 Ferguson St, Sunshine Beach\GEO\30315logs.doc