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.         9
Location         Secondary Residence Effluent - see PLATE 3                                                        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 CLAY low plasticity, brown, with fine        CL                    4 - Moderately
                    sand, moist, firm.                                                                              0.2          2.2
700                 Silty CLAY medium plasticity, orange brown/        CL       (friable)    5 - Moderately         0.3          2.3
                    orange yellow brown, with fine sand, moist,                                                     0.4          2.4
                    stiff.
                                                                                                                    0.5          2.5
1500                Silty CLAY low-medium plasticity, red/ red         CL                    5 - Strongly
                    brown/ red yellow, with fine sand, trace fine                                                   0.6          2.6
                    gravel, moist, very stiff.                                                                      0.7          2.7
2000                Silty CLAY low plasticity, yellow brown/ light     CL       END          4 - Moderately         0.8          2.8
                    brown/ white, with fine sand, moist, very
                    stiff/hard.                                                                                     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.         10
Location         Secondary Residence Effluent - see PLATE 3                                                        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                 Clayey SAND fine sands, dark brown/ black,         SC                    3 - Massive
                    with silt, moist, loose.                                                                        0.2          2.2
500                 Silty CLAY low-medium plasticity, light brown/     CL                    5 - Strongly           0.3          2.3
                    orange brown, with fine sand, moist, firm/stiff.                                                0.4          2.4
1100                Silty CLAY low-medium plasticity, orange           CL                    5 - Strongly           0.5          2.5
                    brown/orange yellow, with fine sand, trace fine
                    gravel, moist, stiff/very stiff.                                                                0.6          2.6
1500                Clayey SAND fine sands, light brown, some          SC                    3 - Massive            0.7          2.7
                    fine gravel, moist, dense.                                                                      0.8          2.8
2500                Clayey SAND fine sands, light grey                 SC       END          3 - Massive
                    brown/white, with silt, lenses of (XW) ROCK,
                                                                                                                    0.9          2.9
                    moist, dense/very dense.                                                                        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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