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.         1
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   3     2.1
550       Fill      Gravely CLAY low plasticity, light grey yellow brown, fine-coarse   CL
                    gravel, with fine-medium sand, slightly moist, firm.                                              0.2   2     2.2
800                 Sandy CLAY low plasticity, light brown, fine sands, some fine       CL                            0.3   2     2.3
                    gravel/silt, moist, stiff.                                                                        0.4   1     2.4
1150                Silty CLAY low-medium plasticity, orange / orange yellow, with      CL                            0.5   3     2.5
                    fine sand, trace fine gravel, moist, very stiff/hard.
                                                                                                                      0.6   2     2.6
1700                Sandy CLAY low-medium plasticity, orange yellow brown, fine-        CL/XW
                    medium sands, with silt, trace fine gravel, interbedded with (XW)                                 0.7   2     2.7
                    ROCK, moist, hard.                                                                                0.8   2     2.8
2300                ROCK - PHYLLITE extremely weathered, light yellow brown,            XW       END
                    slightly moist, low/very low strength.
                                                                                                                      0.9   5     2.9
                                                                                                                      1.0   5     3.0
                                                                                                                      1.1   9     3.1
                                                                                                                      1.2   18    3.2
                                                                                                                      1.3   R     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.         2
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     2.1
100       Fill      Clayey SAND fine-medium sands, dark brown, with silt, some          SC
                    fine gravel, moist, loose.                                                                        0.2   4     2.2
500                 Gravely CLAY low plasticity, yellow/ orange yellow/white, fine-     CL                            0.3   2     2.3
                    medium sands, with fine-medium sand, some silt, moist, stiff/very                                 0.4   4     2.4
                    stiff.
                                                                                                                      0.5   7     2.5
1600                ROCK - PHYLLITE extremely weathered, light yellow/white,            XW       END
                    slightly moist, low/very low strength.                                                            0.6   16    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




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