Soils report for footings and effluent southern cabins

                                               Soil Investigation Summary
Client       Christian Hamilton-Craig                                                                              Date       12/12/2021
Site Address Lot 4, RP 852013, #53 Martins Rd, Cooroy 4563                                                         Job No SER 2530


Test No.         1
Location         OFFICE/ CABIN - see PLATE 1                                                                              Test Values (per 100mm)
                                                                                                                        Procedure:AS 1289.6.3.2/3-1997
Depth   Origin       Description (Unified Classification)                               Symbol       Comments
                                                                                                                           0.1    2     2.1
200                Clayey SAND fine sands, dark grey brown, with silt, moist, loose.    SC
                                                                                                                           0.2    1     2.2
750                Silty CLAY medium plasticity, light brown/ red brown, some fine      CL       (friable)
                   sand, trace fine gravel, moist, stiff.                                                                  0.3    1     2.3
1050               Silty CLAY low-medium plasticity, orange brown, with fine sand,      CL       (friable)                 0.4    2     2.4
                   trace fine gravel, moist, very stiff.                                                                   0.5    2     2.5
1500               Sandy CLAY low-medium plasticity, yellow/ yellow brown/              CL                                 0.6    2     2.6
                   orange, fine-medium sands, with silt, some fine gravel, moist,
                   very stiff/hard.                                                                                        0.7    3     2.7
2500               Sandy CLAY low plasticity, yellow brown/ light yellow, fine-coarse   CL/XW    END                       0.8    2     2.8
                   sands, with silt, some fine-medium gravel, interbedded with (XW)
                                                                                                                           0.9    2     2.9
                   ROCK, moist, hard.
                                                                                                                           1.0    2     3.0
                                                                                                                           1.1    4     3.1
                                                                                                                           1.2    5     3.2
                                                                                                                           1.3    6     3.3
                                                                                                                           1.4    7     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         STUDIO CABIN - 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
100                Silty CLAY low plasticity, dark brown/ dark grey with brown, with    CL
                   fine-coarse sand, moist, firm.                                                                          0.2    1     2.2
500                Sandy CLAY low-medium plasticity, light brown/ red orange            CL       (friable)                 0.3    1     2.3
                   brown, fine-medium sands, with silt, some fine-coarse gravel,                                           0.4    3     2.4
                   moist, firm/stiff.
                                                                                                                           0.5    2     2.5
1200               Sandy CLAY low plasticity, maroon/ light grey / white, fine sands,   CL
                   with silt, trace fine gravel, moist, stiff/very stiff.                                                  0.6    2     2.6
2100               Sandy CLAY low plasticity, yellow/ yellow brown, fine-coarse         CL/XW                              0.7    4     2.7
                   sands, some fine gravel, interbedded with (XW) ROCK, moist,                                             0.8    3     2.8
                   very stiff/hard.
                                                                                                                           0.9    3     2.9
2500               Clayey GRAVEL fine-medium gravel, orange yellow brown, with          GC/XW    END
                   fine-coarse sand, interbedded with (XW) ROCK, moist,                                                    1.0    6     3.0
                   dense/very dense.
                                                                                                                           1.1    11    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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