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.         3
Location         STUDIO CABIN - see PLATE 1                                                                                     Test Values (per 100mm)
                                                                                                                              Procedure:AS 1289.6.3.2/3-1997
Depth   Origin       Description (Unified Classification)                                   Symbol       Comments
                                                                                                                                 0.1    1     2.1
100                Sandy CLAY low plasticity, light brown/ grey yellow brown, fine-         CL
                   medium sands, with silt, moist, firm.                                                                         0.2    1     2.2
400                Sandy CLAY low-medium plasticity, light brown/ orange yellow             CL                                   0.3    2     2.3
                   brown, fine-medium sands, with silt, trace fine gravel, moist,                                                0.4    1     2.4
                   firm/stiff.
                                                                                                                                 0.5    2     2.5
1200               Silty CLAY medium plasticity, orange brown/ orange yellow/               CL       (friable)
                   yellow, with fine sand, trace fine gravel, moist, stiff/very stiff.                                           0.6    3     2.6
2000               Gravely CLAY low plasticity, yellow brown/ orange yellow, fine-          CL       (quartz gravel)             0.7    4     2.7
                   medium gravel, with fine-coarse sand, moist, very stiff.                                                      0.8    3     2.8
2500               Sandy CLAY yellow/yellow brown, fine-coarse sands, with silt,            CL/XW    END
                                                                                                                                 0.9    4     2.9
                   some fine gravel, interbedded with (XW) ROCK, moist, hard.
                                                                                                                                 1.0    5     3.0
                                                                                                                                 1.1    8     3.1
                                                                                                                                 1.2    12    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

Test No.         4
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
100                Clayey SAND fine sands, light brown/ brown,            SC                              3 - Massive
                   with silt, moist, loose.                                                                                      0.2          2.2
350                Silty CLAY low-medium plasticity, light brown/         CL                              5 - Strongly           0.3          2.3
                   yellow brown, with fine sand, moist, firm.                                                                    0.4          2.4
1350               Silty CLAY low-medium plasticity, orange               CL                              5 - Strongly           0.5          2.5
                   yellow/ red brown, with fine sand, trace fine
                   gravel, moist, stiff/very stiff.                                                                              0.6          2.6
1600               Sandy CLAY low plasticity, yellow/ yellow              CL                              4 - Moderately         0.7          2.7
                   brown, fine-medium sands, with silt, some                                                                     0.8          2.8
                   fine gravel, moist, very stiff/hard.
2000               ROCK - ARGILLITE extremely weathered,                  XW             END              4 - Massive
                                                                                                                                 0.9          2.9
                   yellow brown/ grey yellow, lenses of (CL)                                                                     1.0          3.0
                   gravelly CLAY, slightly moist/moist, very low
                                                                                                                                 1.1          3.1
                   strength.
                                                                                                                                 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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