soil test

      SCG CONSULTING ENGINEERS                 LOG SECTIONS              File No.32303
      Client: Chris Clout
      Location:..512 Noosa Dunes, Marcus Beach
      Date:5/12/22
                                              TEST SITE No 1
      Depth                                      P   Depth                                                         P
       100             Silty Sand (SM)           1    3100                                                         6
       200     Fine to coarse grained, brown     1    3200                                                         6
       300         grey, roots, moist, loose     1    3300                                                         7
       400             Silty Sand (SM)           1    3400                                                         8
       500      Fine to coarse grained, grey,    1    3500                                                         8
       600               moist, loose            1    3600                                                         8
       700                                       1    3700                                                         9
       800                                       1    3800                                                         9
       900                                       1    3900                                                         9
      1000             Silty Sand (SM)           2    4000                                                         10
      1100       Fine to coarse grained, pale    2    4100                                                         10
      1200            grey, moist, loose         2    4200                                                         12
      1300                                       1    4300                                                         12
      1400                                       2    4400                                                         12
      1500                                       2    4500                                                         14
      1600                                       2    4600                                                         15
      1700                                       2    4700                                                         15
      1800                                       2    4800
      1900        Becoming medium dense          3    4900
      2000                                       3    5000
      2100                                       3    5100
      2200                                       3    5200
      2300                                       4    5300
      2400                                       4    5400
      2500                                       4    5500
      2600                                       3    5600           Silty Sand (SM)
      2700                                       4    5700     Fine to coarse grained, pale
      2800                                       4    5800   brown pale orange, moist, dense
      2900                                       4    7700
      3000                                       5    7800                  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\32001-32999\32303-19_512 Noosa Dunes, Marcus Beach\GEO\2022.12.06 Field notes & logs\32303logs.doc