Soils report for footings and effluent southern cabins

                                                Soil Investigation Summary
Client       Christian Hamilton-Craig                                                                      Date       12/12/2021
Site Address Lot 4, RP 852013, #53 Martins Rd, Cooroy 4563                                                 Job No SER 2530


Test No.         5
Location         EFFLUENT - see PLATE 1                                                                           Test Values (per 100mm)
                                                                                                                Procedure:AS 1289.6.3.2/3-1997
Depth   Origin       Description (Unified Classification)              Symbol   Comments   Effluent Soil Cat.
                                                                                                                   0.1          2.1
200                Clayey SAND fine-coarse sands, brown/ grey          SC                   3 - Massive
                   brown, with silt, some fine gravel, moist, loose.                                               0.2          2.2
500                Sandy CLAY low plasticity, light brown/ yellow      CL                   4 - Moderately         0.3          2.3
                   brown, fine-coarse sands, some fine                                                             0.4          2.4
                   gravel/silt, moist, firm.
                                                                                                                   0.5          2.5
1600               Silty CLAY low-medium plasticity, yellow /          CL                   5 - Strongly
                   yellow brown, with fine sand, trace fine gravel,                                                0.6          2.6
                   moist, stiff/very stiff.                                                                        0.7          2.7
2000               ROCK - ARGILLITE extremely weathered,               GC/XW    END         4 - Massive            0.8          2.8
                   yellow/ yellow brown, interbedded with (GC)
                   clayey GRAVEL, moist, very low strength.                                                        0.9          2.9
                                                                                                                   1.0          3.0
                                                                                                                   1.1          3.1
                                                                                                                   1.2          3.2
                                                                                                                   1.3          3.3
                                                                                                                   1.4          3.4
                                                                                                                   1.5          3.5
                                                                                                                   1.6          3.6
                                                                                                                   1.7          3.7
                                                                                                                   1.8          3.8
                                                                                                                   1.9          3.9
                                                                                                                   2.0          4.0




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