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.         1
Location         See PLATE 1 - secondary residence                                                                             Test Values (per 100mm)
                                                                                                                             Procedure:AS 1289.6.3.2/3-1997
Depth   Origin        Description (Unified Classification)                                   Symbol     Comments
                                                                                                                                0.1    2     2.1
250                 Silty CLAY low plasticity, dark grey yellow brown, with fine sand,       CL
                    trace fine gravel, moist, firm.                                                                             0.2    1     2.2
500                 Silty CLAY low-medium plasticity, orange yellow brown, with fine         CL                                 0.3    1     2.3
                    sand, trace fine gravel, moist, firm/stiff.                                                                 0.4    2     2.4
1200                Sandy CLAY medium plasticity, red/ orange yellow brown, fine             CL                                 0.5    2     2.5
                    sands, with silt, some fine-medium gravel, moist, stiff/very stiff.
                                                                                                                                0.6    3     2.6
1600                Sandy CLAY low-medium plasticity, orange brown/ orange yellow            CL
                    brown, fine-medium sands, with fine gravel, moist, very stiff.                                              0.7    4     2.7
2100                Silty CLAY medium plasticity, light brown/ grey yellow brown,            CL       END                       0.8    4     2.8
                    some fine sand, moist, very stiff/hard.
                                                                                                                                0.9    5     2.9
                                                                                                                                1.0    6     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.         2
Location         See PLATE 1 - secondary residence/ 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    3     2.1
200                 Clayey SAND fine-coarse sands, grey yellow          SC                               3 - Massive
                    brown, with silt, some fine gravel, moist,                                                                  0.2    3     2.2
                    medium dense.                                                                                               0.3    3     2.3
350                 Silty CLAY low-medium plasticity, yellow/           CL                               5 - Strongly           0.4    3     2.4
                    orange yellow/ grey yellow, with fine sand,
                    trace fine gravel, moist, stiff.                                                                            0.5    4     2.5
750                 Silty CLAY medium plasticity, red/ orange           CL                               5 - Strongly           0.6    8     2.6
                    yellow brown, with fine sand, some fine                                                                     0.7    6     2.7
                    gravel, moist, very stiff.
                                                                                                                                0.8    6     2.8
1500                Sandy CLAY low-medium plasticity, orange            CL                               5 - Strongly
                    brown, fine-coarse sands, with fine gravel,                                                                 0.9    6     2.9
                    moist, very stiff.                                                                                          1.0    8     3.0
2000                Sandy CLAY yellow/ light yellow, fine-coarse        CL/XW                            4 - Massive
                                                                                                                                1.1          3.1
                    sands, some fine gravel, interbedded with
                    (XW) ROCK, moist, 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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