6 Martin Street - CSI Soil Testing

                                            Field Investigation Data
   DCP    Test   DCP
    1    Depth                                       (BH) Borehole No.1                                     Comments
          (m)


   1      0.1          0.0 Silty SAND (SM), fine to medium grained, dark grey becoming light grey, moist,
   0      0.2          loose (FILL)
   0      0.3
   1      0.4
   2      0.5          0.9 Silty SAND (SM), fine to medium grained, grey, moist, loose to medium dense
   1      0.6
   1      0.7
   1      0.8          1.3 SAND (SP), fine to medium grained, pale grey, very moist, medium dense
   1      0.9          becoming dense
   2      1.0
   2      1.1
   2      1.2          2.7 Terminated
   2      1.3
   2      1.4
   2      1.5
   2      1.6
   3      1.7
   4      1.8
   3      1.9
   4      2.0
   4      2.1
   5      2.2
   5      2.3
   5      2.4
   5      2.5
   7      2.6
          2.7
          2.8
          2.9
          3.0

   DCP   Test    DCP
    2    Depth
                                                     (BH) Borehole No.2                                     Comments
         (m)


   1      0.1          0.0 Silty SAND (SM), fine to medium grained, brown becoming yellow-brown, moist,
   1      0.2          loose (FILL)
   1      0.3
   1      0.4
   3      0.5          0.9 Silty SAND (SM), fine to medium grained, dark grey becoming grey, moist, loose
   3      0.6          to medium dense
   2      0.7
   2      0.8
   4      0.9          1.3 SAND (SP), fine to medium grained, pale grey, very moist, loose to medium
   3      1.0          dense becoming medium dense
   1      1.1
   1      1.2
   2      1.3          2.7 Terminated
   3      1.4
   2      1.5
   3      1.6
   2      1.7
   2      1.8
   1      1.9
   2      2.0
   2      2.1
   2      2.2
   2      2.3
   2      2.4
   3      2.5
   3      2.6
   4      2.7
   4      2.8
   4      2.9
          3.0


CSI15928U2#6MartinStPeregianBeach-HSCL-Rev0

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