Acid Sulfate Management Plan · MCU16/0103

  Australian Soil Investigations                       LOG SECTIONS                 Ref No. 160163

  Client:         Future-Plus Environmental
  Location:       109 Gympie Terrace, Noosaville.
  Date:           11/10/16
                                      (House Site)
Depth          TEST SITE No 1            P    Depth                   TEST SITE No 2                  P
 100             Silty Sand SM                 100                      Silty Sand SM
 200        Fine to coarse grained              200                Fine to coarse grained
 300        Dark grey, roots, moist             300                Dark grey, roots, moist
              Moderate structure.                                    Moderate structure.
400              Silty Sand SM                  400                     Silty Sand SM
500         Fine to coarse grained              500                Fine to coarse grained
600          Grey, moist, massive.              600                 Grey, moist, massive.
700              Silty Sand SM                  700                     Silty Sand SM
800         Fine to coarse grained              800                Fine to coarse grained
900        Pale grey, moist, massive.           900               Pale grey, moist, massive.
1000                                           1000
1100                                           1100
1200                                           1200
1300             Silty Sand SM                 1300                     Silty Sand SM
1400        Fine to coarse grained             1400                 Fine to coarse grained
1500        Grey, moist (Seepage)              1500                 Grey, moist (Seepage)
1600         Massive, med dense.               1600                 Massive, med dense.
1700                 (Shells)                  1700
1800                                           1800
1900                                           1900                     Silty Sand SM
2000                   End                     2000                 Fine to coarse grained
                                                                    Dark grey (Indurated)
                                                                      Very moist, dense.
2100              Water in hole                      2100                     End
2200                                                 2200               Water in hole
2300                                                 2300
2400                                                 2400
2500                                                 2500
2600                                                 2600
2700                                                 2700
2800                                                 2800
2900                                                 2900
3000                                                 3000
3100                                                 3100



  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.