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.         3
Location         Primary Residence - see PLATE 2                                                                           Test Values (per 100mm)
                                                                                                                         Procedure:AS 1289.6.3.2/3-1997
Depth   Origin        Description (Unified Classification)                               Symbol     Comments
                                                                                                                            0.1          2.1
50        Fill      Clayey SAND fine-coarse sands, dark brown, some fine                 SC
                    gravel/silt, moist, loose.                                                                              0.2          2.2
500                 Clayey GRAVEL fine-medium gravel, grey yellow brown, with fine-      GC/XW                              0.3          2.3
                    medium sand, interbedded with (XW) ROCK, slightly moist,                                                0.4          2.4
                    dense/very dense.
                                                                                                                            0.5          2.5
1400                ROCK - PHYLLITE extremely weathered, light grey yellow/ light        XW       END
                    grey, dry/slightly moist, low/very low strength.                                                        0.6          2.6
                                                                                                                            0.7          2.7
                                                                                                                            0.8          2.8
                                                                                                                            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.         4
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
300                 Silty CLAY low plasticity, grey yellow/ yellow     CL                            4 - Moderately
                    brown, with fine sand, moist, firm/stiff.                                                               0.2          2.2
750                 Silty CLAY medium plasticity, orange yellow        CL           (friable)        5 - Strongly           0.3          2.3
                    brown, with fine sand, trace fine gravel, moist,                                                        0.4          2.4
                    stiff.
                                                                                                                            0.5          2.5
1150                Silty CLAY low plasticity, orange/ orange          CL                            4 - Moderately
                    brown/ white, with fine sand, some fine-                                                                0.6          2.6
                    medium gravel, moist, very stiff.                                                                       0.7          2.7
1500                Clayey SAND fine-medium sands, yellow              SC                            3 - Massive            0.8          2.8
                    brown/ light grey yellow, with fine gravel,
                    moist, dense/very dense.                                                                                0.9          2.9
2200                ROCK - PHYLLITE extremely weathered, light         GC/XW        END                                     1.0          3.0
                    yellow/light grey yellow, interbedded with (GC)
                                                                                                                            1.1          3.1
                    clayey GRAVEL, slightly moist, very low
                    strength.                                                                                               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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