1890 Effluent Disposal Review · MCU20/0022

                                                  Soil Investigation Summary
Client       GJ GARDNER HOMES SUNSHINE COAST NORTH                                                                      Date        16/12/2019
Site Address Lot 7, RP 858525, #292 Illoura Place, Cooroibah 4565                                                       Job No SER 1890


Test No.         7
Location         Effluent (cottages) - 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                 Silty SAND fine sands, grey, trace clay,             SM                               2 - Massive
                    slightly moist, loose/medium dense.                                                                         0.2           2.2
350                 Clayey SAND fine-medium sands, grey yellow           SC                               3 - Massive           0.3           2.3
                    brown, with silt, some fine gravel, slightly                                                                0.4           2.4
                    moist, medium dense.
                                                                                                                                0.5           2.5
800                 Silty CLAY high plasticity, light grey with light    CH                               6 - Moderately
                    brown/ yellow mottle, some fine sand, trace                                                                 0.6           2.6
                    fine gravel, moist, stiff.                                                                                  0.7           2.7
1500                Silty CLAY high plasticity, light grey with light    CH              END              6 - Weakly            0.8           2.8
                    yellow/ yellow mottle, trace fine sand, moist,
                    stiff.                                                                                                      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

Test No.         8
Location         Adjoining Cottages - see PLATE 1                                                                              Test Values (per 100mm)
                                                                                                                              Procedure:AS 1289.6.3.2/3-1997
Depth   Origin        Description (Unified Classification)                                  Symbol       Comments
                                                                                                                                0.1     2     2.1
500       Fill      Sandy CLAY light brown/ grey brown, fine-coarse sands, with fine- CL
                    coarse gravel, trace cobbles, slightly moist/moist, firm/stiff.                                             0.2     6     2.2
850                 Silty SAND fine-medium sands, grey/ dark grey, dry, medium              SM                                  0.3     6     2.3
                    dense/dense.                                                                                                0.4     6     2.4
1050                Clayey SAND fine-medium sands, light grey / light grey yellow           SC                                  0.5     6     2.5
                    brown, with silt, slightly moist/moist, medium dense/dense.
                                                                                                                                0.6     13    2.6
1300                Silty CLAY high plasticity, yellow brown/ light grey/ grey, with fine   CH       (friable)
                    sand, moist, stiff/very stiff.                                                                              0.7     16    2.7
2200                Silty CLAY high plasticity, light grey/ yellow/ light grey yellow,      CH       END                        0.8           2.8
                    trace fine sand, moist, stiff.
                                                                                                                                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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