220239 - 44 Williams Road, KIN KIN - Site Classification Report

                                                Soil Investigation Summary
Client       Eco Cottages                                                                                            Date       28/10/2021
Site Address Lot 3, SP 127443, #44 Williams Rd, Kin Kin 4571                                                         Job No SER 2507


Test No.         5
Location         Primary Residence Effluent - see PLATE 2                                                                   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
250                 Silty CLAY low plasticity, light brown/ grey      CL                              4 - Moderately
                    yellow brown, with fine-medium sand, trace                                                               0.2          2.2
                    fine gravel, moist, firm.                                                                                0.3          2.3
750                 Silty CLAY medium plasticity, orange/orange       CL             (friable)        5 - Strongly           0.4          2.4
                    yellow, with fine-medium sand, some fine
                    gravel, moist, stiff.                                                                                    0.5          2.5
1650                Sandy CLAY low plasticity, orange / maroon/       CL                              4 - Moderately         0.6          2.6
                    yellow brown, fine-medium sands, with silt,                                                              0.7          2.7
                    some medium-coarse gravel, moist, very stiff.
                                                                                                                             0.8          2.8
2250                ROCK - PHYLLITE extremely weathered, light        GC/XW          END
                    grey yellow/white, interbedded with (GC)                                                                 0.9          2.9
                    clayey GRAVEL, slightly moist, very low                                                                  1.0          3.0
                    strength.
                                                                                                                             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.         6
Location         Secondary Residence - see PLATE 3                                                                          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                 Clayey SAND fine-medium sands, brown, some fine gravel/silt,          SC
                    moist, loose.                                                                                            0.2    2     2.2
800                 Sandy CLAY low plasticity, brown/ maroon brown, fine-medium           CL                                 0.3    2     2.3
                    sands, some fine gravel/silt, moist, stiff.                                                              0.4    2     2.4
1150                Silty CLAY low plasticity, brown, with fine sand, some fine gravel,   CL                                 0.5    2     2.5
                    moist, very stiff.
                                                                                                                             0.6    2     2.6
1500                Clayey GRAVEL fine-medium gravel, maroon/ maroon brown,               GC
                    with fine-coarse sand, moist, dense/very dense.                                                          0.7    2     2.7
2500                ROCK - ARGILLITE extremely weathered, maroon / light brown,           XW       END                       0.8    2     2.8
                    pockets of (GC) clayey GRAVEL, slightly moist/moist, very low
                    strength.
                                                                                                                             0.9    4     2.9
                                                                                                                             1.0    6     3.0
                                                                                                                             1.1    6     3.1
                                                                                                                             1.2    5     3.2
                                                                                                                             1.3    6     3.3
                                                                                                                             1.4    19    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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