Appendix D - Soil Test and Site Classification Report

   Australian Soil Investigations                   LOG SECTIONS              Ref No. 210450
   Client: Nick Cusack
   Location: (Lot 1 on RP112348) 20 Woongar Street, Boreen Point
   Date:30/11/2021
                                          (House Site)
Depth              TEST SITE No 1           P   Depth             TEST SITE No 2             P
 100               Silty Sand (SM)           1    100           Fill Sand Clay (CH)           1
 200        fine to coarse grained, dark     1    200     medium to high plast., orange       1
 300         brown, roots, moist, loose     1     300    with fine to coarse grained sand     1
 400             Gravelly Sand (SM)          1    400                 moist, soft             1
 500      fine to coarse grained, brown,    1     500                                         1
 600        with fine to moderate gravel,   1     600                                         1
 700                 moist, loose           1     700                                         1
 800                                         1    800          N.S.L. Silty Sand (SM)         1
 900                                         1    900       fine to coarse grained, dark      1
1000                                        1    1000        brown, roots, moist, loose       2
1100                                        1    1100           Gravelly Sand (SM)            3
1200                                        1    1200     fine to coarse grained, brown,      3
1300                                        1    1300      with fine to moderate gravel,      3
1400               Sandy Clay (CL)           1   1400                moist, loose             7
1500       low to medium plast., orange     1    1500                                        12
1600       with fine to coarse gravel and   1    1600             Sandy Clay (CH)            13
1700         sand, moist, becoming stiff    1    1700     medium to high plast., orange      12
1800                                         1   1800     with fine to coarse gravel and     13
1900                                        1    1900                 sand, stiff            16
2000                                        2    2000                                         8
2100                                        3    2100                                         8
2200                                        3    2200             Sandy Clay (CH)            20
2300                                        5    2300    medium to high plast., pale grey +
2400               Sandy Clay (CH)          8    2400       red, with fine grained gravel
2500     low to medium plast., pale grey 10      2500         and sand, moist, very stiff
2600     orange, with fine grained gravel 13     2600
2700            and sand, moist, stiff      16   2700
2800                                        20   2800
2900                                        +    2900
3000       End (approaching weathered            3000                    End
3100                 Sandstone)                  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.