Attachment B - Soil test report

   Australian Soil Investigations                   LOG SECTIONS          Ref No. 200365
   Client:          R & G Broadhurst
   Location:        (Lot 9 on P9313) 32 Plover Street, Peregian Beach.
   Date:            11/12/2020
                                          (House Site)
Depth            TEST SITE No 1             P   Depth           TEST SITE No 2            P
 100              Silty Sand SM             1     100            Silty Sand SM            1
 200        Fine to med grained sand        1     200      Fine to med grained sand       1
 300     Grey brown, moist, roots, loose.   1     300    Grey brown, moist, roots, loose. 1
 400                                        1     400                                     1
 500                                        1     500                                     1
 600                                        1     600                                     1
 700                                        1     700                                     1
 800                                        1     800                                     1
 900                                        1     900                                     1
1000                                        1    1000                                     1
1100                                        1    1100            Silty Sand SM            1
1200              Silty Sand SM             1    1200     Fine to coarse grained, pale    1
1300       Fine to coarse grained, pale     1    1300          Grey, moist, loose.        1
1400           Grey, moist, loose.          1    1400                                     1
1500                                        2    1500                                     1
1600                                        2    1600                                     1
1700                                        2    1700                                     2
1800          Becoming med dense            3    1800        Becoming med dense           3
1900                                        3    1900                                     3
2000                                        3    2000                                     3
2100                                        3    2100                                     3
2200                                        4    2200                                     3
2300                                        4    2300                                     4
2400                                        5    2400                                     4
2500                                        5    2500                                     5
2600                                        5    2600                                     5
2700                                        5    2700                                     5
2800                                        6    2800                                     5
2900                                        7    2900                                     6
3000                    End                 8    3000                  End                6
3100                                        8    3100                                     6




   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.