Soils report for footings and effluent northern cabin

                                                 Soil Investigation Summary
Client       Eco Cottages                                                                                 Date       2/11/2020
Site Address Lot 4, RP 852013, #53 Martins Road, Cooroy 4563                                              Job No SER 2184


Test No.         3
Location         See PLATE 1 - effuent application                                                               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
300                 Sandy CLAY low plasticity, grey yellow brown,     CL                   4 - Moderately
                    fine-coarse sands, with silt, some fine gravel,                                               0.2          2.2
                    slightly moist, firm.                                                                         0.3          2.3
700                 Sandy CLAY medium plasticity, red/ orange         CL                   5 - Strongly           0.4          2.4
                    yellow brown, fine sands, with silt, some fine
                    gravel, moist, firm/stiff.                                                                    0.5          2.5
1400                Sandy CLAY low-medium plasticity, orange          CL                   5 - Strongly           0.6          2.6
                    brown, fine-coarse sands, with fine-medium                                                    0.7          2.7
                    gravel, some silt, moist, stiff/very stiff.
                                                                                                                  0.8          2.8
2000                Sandy CLAY low plasticity, yellow brown, fine-    CL       END         4 - Moderately
                    coarse sands, with fine gravel, some silt,                                                    0.9          2.9
                    slightly moist/moist, very stiff/hard.                                                        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

Test No.         4
Location         See PLATE 1 - effuent application                                                               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
300                 Silty CLAY low plasticity, grey yellow brown,     CL                   4 - Moderately
                    with fine-coarse sand, some fine gravel,                                                      0.2          2.2
                    slightly moist/moist, firm.                                                                   0.3          2.3
600                 Silty CLAY low-medium plasticity, red brown/      CL                   5 - Strongly           0.4          2.4
                    light brown, with fine-coarse sand, trace fine
                    gravel, moist, firm/stiff.                                                                    0.5          2.5
1000                Silty CLAY medium plasticity, red/ red brown,     CL                   5 - Moderately         0.6          2.6
                    some fine sand, trace fine gravel, moist,                                                     0.7          2.7
                    stiff/very stiff.
                                                                                                                  0.8          2.8
1500                Sandy CLAY low plasticity, orange yellow          CL                   5 - Strongly
                    brown, fine-coarse sands, with silt, some fine                                                0.9          2.9
                    gravel, moist, very stiff.                                                                    1.0          3.0
2000                Sandy CLAY low plasticity, yellow, fine-coarse    CL       END         4 - Moderately
                                                                                                                  1.1          3.1
                    sands, with fine gravel, slightly moist/moist,
                    very stiff/hard.                                                                              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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