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.         1
Location         Main Residence - 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       Fill      Sandy CLAY low-medium plasticity, grey brown/ orange brown,         CL
                    fine-medium sands, with silt, some medium-coarse gravel, trace                                         0.2    4     2.2
                    cobbles, slightly moist, soft/firm.                                                                    0.3    7     2.3
250                 Silty SAND fine-medium sands, dark grey, trace clay/gravel,         SM                                 0.4    7     2.4
                    slightly moist/moist, medium dense.
                                                                                                                           0.5    4     2.5
500                 Clayey SAND fine-medium sands, yellow brown, trace fine             SC
                    gravel, slightly moist/moist, medium dense.                                                            0.6    4     2.6
1000                Silty CLAY medium plasticity, orange yellow brown/ orange, with     CL       (friable)                 0.7    4     2.7
                    fine sand, trace fine gravel, moist, stiff.                                                            0.8    3     2.8
1700                Silty CLAY high plasticity, orange red brown with grey mottle,      CH
                    some fine sand, moist, stiff.
                                                                                                                           0.9    4     2.9
2200                Silty CLAY high plasticity, maroon/ white, trace fine sand/fine-    CH       END                       1.0    4     3.0
                    medium gravel, moist, stiff.                                                                           1.1    3     3.1
                                                                                                                           1.2    3     3.2
                                                                                                                           1.3    3     3.3
                                                                                                                           1.4    4     3.4
                                                                                                                           1.5    3     3.5
                                                                                                                           1.6    3     3.6
                                                                                                                           1.7    3     3.7
                                                                                                                           1.8    3     3.8
                                                                                                                           1.9    3     3.9
                                                                                                                           2.0    3     4.0

Test No.         2
Location         Main Residence - 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
350       Fill      Sandy CLAY low plasticity, grey brown/ orange brown, fine-          CL
                    coarse sands, some fine-coarse gravel, trace cobbles, slightly                                         0.2    1     2.2
                    moist, soft/firm.                                                                                      0.3    3     2.3
450                 Silty SAND fine-medium sands, grey/ grey yellow, some clay,         SM                                 0.4    2     2.4
                    slightly moist/moist, medium dense.
                                                                                                                           0.5    4     2.5
700                 Clayey SAND fine-medium sands, grey yellow/ yellow brown,           SC
                    some silt, trace fine gravel, moist, medium dense.                                                     0.6    6     2.6
850                 Sandy CLAY low-medium plasticity, yellow brown/ orange yellow       CL                                 0.7    6     2.7
                    brown, fine-coarse sands, some fine gravel, moist, stiff.                                              0.8    5     2.8
1500                Silty CLAY high plasticity, orange red brown with grey yellow       CH
                                                                                                                           0.9    4     2.9
                    mottle, some fine-medium sand, moist, stiff.
2300                Silty CLAY high plasticity, maroon/ orange with light grey/ white   CH       END                       1.0    5     3.0
                    mottle, trace fine gravel/fine sand, moist, stiff/very stiff.                                          1.1    3     3.1
                                                                                                                           1.2    3     3.2
                                                                                                                           1.3    3     3.3
                                                                                                                           1.4    3     3.4
                                                                                                                           1.5    3     3.5
                                                                                                                           1.6    3     3.6
                                                                                                                           1.7    3     3.7
                                                                                                                           1.8    3     3.8
                                                                                                                           1.9    3     3.9
                                                                                                                           2.0    5     4.0




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