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.         3
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
200       Fill      SAND fine-medium sands, black, with clay, some silt, slightly        SP
                    moist, loose/medium dense.                                                                                0.2    3    2.2
500       Fill      Clayey SAND fine-coarse sands, orange yellow brown, with fine        SC                                   0.3    4    2.3
                    gravel, dry, loose/medium dense.                                                                          0.4    3    2.4
700       Fill      Clayey SAND fine-coarse sands, dark grey yellow, with silt, some     SC       (ash insitu)                0.5    9    2.5
                    fine gravel, dry, loose/medium dense.
                                                                                                                              0.6    6    2.6
1000                Sandy CLAY medium-high plasticity, orange red brown with             CH
                    yellow mottle, fine-medium sands, with silt, trace fine gravel,                                           0.7    6    2.7
                    moist, stiff/very stiff.                                                                                  0.8    6    2.8
1800                Silty CLAY high plasticity, red/ red brown with grey mottle, some    CH
                                                                                                                              0.9    6    2.9
                    fine sand, moist, stiff.
2300                Silty CLAY high plasticity, maroon/ red with white mottle, some      CH       END                         1.0    5    3.0
                    fine-medium gravel, trace fine sand, moist, stiff.                                                        1.1    4    3.1
                                                                                                                              1.2    4    3.2
                                                                                                                              1.3    3    3.3
                                                                                                                              1.4    3    3.4
                                                                                                                              1.5    3    3.5
                                                                                                                              1.6    4    3.6
                                                                                                                              1.7         3.7
                                                                                                                              1.8         3.8
                                                                                                                              1.9         3.9
                                                                                                                              2.0         4.0

Test No.         4
Location         Main Residence / 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    1    2.1
150                 Clayey SAND fine-medium sands, dark grey           SC                              3 - Massive
                    brown, with silt, slightly moist/moist,                                                                   0.2    3    2.2
                    loose/medium dense.                                                                                       0.3    3    2.3
300                 Sandy CLAY low plasticity, grey yellow brown,      CL                              4 - Moderately         0.4    2    2.4
                    fine-medium sands, moist, stiff.
                                                                                                                              0.5    3    2.5
750                 Sandy CLAY low-medium plasticity, yellow           CL                              5 - Strongly
                    brown/ orange yellow, fine-medium sands,                                                                  0.6    3    2.6
                    some silt, trace fine gravel, moist, stiff/very                                                           0.7    3    2.7
                    stiff.
                                                                                                                              0.8    3    2.8
1400                Silty CLAY high plasticity, orange red yellow      CH                              6 - Strongly
                    brown, with fine-medium sand, trace fine                                                                  0.9    4    2.9
                    gravel, moist, stiff.                                                                                     1.0    4    3.0
1800                Silty CLAY high plasticity, mottled white/ red/    CH                              6 - Weakly
                                                                                                                              1.1    3    3.1
                    maroon/ orange yellow, trace fine gravel/fine
                    sand, moist, stiff.                                                                                       1.2    3    3.2
2200                CLAY high plasticity, light grey/ white with                      END              6 - Weakly             1.3    3    3.3
                    maroon mottle, with silt, trace fine
                    sand/medium-coarse gravel, lenses of (GC)
                                                                                                                              1.4    4    3.4
                    clayey GRAVEL, moist, stiff.                                                                              1.5    4    3.5
                                                                                                                              1.6    3    3.6
                                                                                                                              1.7    3    3.7
                                                                                                                              1.8         3.8
                                                                                                                              1.9         3.9
                                                                                                                              2.0         4.0




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