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 2
      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                                                      6
       400             Silty Sand (SM)           1    3400                                                      7
       500      Fine to coarse grained, grey,    1    3500                                                      9
       600               moist, loose            1    3600                                                      10
       700                                       1    3700                                                      10
       800                                       1    3800                                                      10
       900             Silty Sand (SM)           1    3900                                                      12
      1000       Fine to coarse grained, pale    1    4000                                                      10
      1100            grey, moist, loose         2    4100                                                      12
      1200                                       2    4200                                                      12
      1300                                       1    4300                                                      14
      1400                                       1    4400                                                      15
      1500                                       2    4500                              End
      1600                                       1    4600
      1700                                       2    4700
      1800                                       2    4800
      1900        Becoming medium dense          3    4900
      2000                                       3    5000
      2100                                       4    5100
      2200                                       4    5200
      2300                                       4    5300
      2400                                       5    5400
      2500                                       4    5500
      2600                                       5    5600
      2700                                       4    5700
      2800                                       5    5800
      2900                                       5    5900
      3000                                       5    6000



         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\32303logsbh2.doc