Rfi - Scg 32167(S)

       SCG CONSULTING ENGINEERS               LOG SECTIONS                            File No.32167
       Client: J. Haynes
       Location:..6 Wyandra Street, Noosa Heads
       Date:15/07/22

      Depth             TEST SITE No 1                   P    Depth              TEST SITE No 2              P
       100            FILL Silty Sand SM                 1     100             FILL Silty Sand SM            1
       200        Fine to coarse grained, grey           1     200         Fine to coarse grained, grey
                 Brown traces of gravel, moist,                           Brown traces of gravel, moist,
                           Very loose                                               Very loose
        300              .Silty Sand SM                  1     300
        400       Fine to coarse grained, grey           1     400                .Silty Sand SM
        500        Brown, roots, moist, loose.           1     500         Fine to coarse grained, grey      1
        600               Silty Sand SM                  1     600          Brown, roots, moist, loose.      1
        700       Fine to coarse grained, pale           1     700                                           1
        800           Grey, moist, loose.                1     800                                           1
        900                                              2     900                                           1
       1000                                              1    1000                                           1
       1100                                              1    1100                Silty Sand SM              1
       1200                                              2    1200         Fine to coarse grained, pale      1
       1300                                              2    1300             Grey, moist, loose.           1
       1400                                              1    1400                                           1
       1500                                              1    1500                                           1
       1600                                              2    1600                                           1
       1700              Silty Sand SM                   2    1700                                           1
       1800       Fine to coarse grained, pale           2    1800                                           1
       1900       Grey (White), moist, loose.            2    1900                                           1
       2000          Becoming med dense.                 3    2000                                           2
       2100                                              3    2100                                           2
       2200                                              3    2200                                           2
       2300                                              2    2300                                           4
       2400                                              2    2400                                           4
       2500                                              2    2500                                           5
       2600                                              2    2600                                           5
       2700                                              3    2700                                           5
       2800                                              3    2800                                           5
       2900                                              2    2900                                           5
       3000                                              3    3000                                           6
                                End                      3                               End                 7



         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\32001-32999\32167-6 Wyandra St, Noosa Heads\GEO\2022.07.20 field notes\32167logs.doc