Development Application part 2 of 2 Report/Plans MCU11/0198

                                                                               -2-                                             H i t, th                  25' SFOR


   .0          FIELD RECORD OF TEST BORING AND/OR IN SITU TESTING
                             Bore Hole 1                                              re Hole 2                                    B ore Hole 3        CP)
  Depth                                           L, I S ^eot7                                               j Depth
   Im)           DCP             Soil Profile               (M, DCP                      Soil Profile (^         (m)
        0.0       2    NAT: SANDY SILTY CLAY (CH)                0.0    1     NAT: SANDY SILTY CLAY (CH)               0.0    1
                  2    Orange mott grey                                 1     Orange mott grey                                2
                  2    Moist, Firm                                      2     With some small cobbles and gravel              4
                  3                                                     2                                                     3
                  4    Grey mott orange                          0.5    2                                              0.5    6
                  7    With some mall cobbles and gravel                4     Grey mott orange                                5
                  9    Moi    ery                                       3     Moist Ulf o Ha                                  to
                  10                                                    4                                                     17
                  7                                                     7                                                     17
        1.0       7                                              1.0     7                                             1.0     7
                  6                                                      8                                                     7
                  6                                                     11           END [email protected]                          12
                  6                                                     11           UTP By Hand Auger                        14
                  7                                                     14                                                    15

                  7                                              1.5    18                                             1.5    20
                  14   Becomes hard                                     23                                                    16
                  16                                                   24                                                     11
                  12                                                   35                                                     10
                  13                                                   30+                                                    10
                  16                                             2.0   UTP                                             2.0    12
                  30               ( ROCK (X1A^                                                                               25
                 20+                                                                                                          32
                 20+
                 20+
        2.5      20+                                             2.5                                                    2
                 20+
                 20+
                 20+
                 20+
         3.0     UTP                                             3.0                                                    3.0
                                 END BORE C 3.OM
                       Stopped drilling due to ROCK (XW)



         3.5                                                     3.5                                                    3.5




        4.0                                                      4.0                                                    4.0




                          Note: DCP = Dynamic Cone Penetrometer blow counts (blows/100mm).                                                UTP = Unable to penetrate.

                       For SAND correlation between Density Index &
    TABLE 5.1                                                                        TABLE 5.2          For SILTS & CLAY correlation between Cu 8 Penetrometer results
                       Penetrometer results
                 DENSITY             Density Index    Approx DCP Blow Count                                          Undrained Shear Strength         Approx DCP Blow Count
                                                                                     CONSISTENCY Term
                  Term                     (%)             (blows/100mm)                                                      (kPa)                       (blows/100mm)
                Very Loose                      <15            <1                          Very Sc"t                           0-12                              <1
                  Loose                    15-35               1-3                           Soft                              12-25                            1-2
               Medium Dense                35-65               3-9                           Firm                              25-50                            2-3
                  Dense                    65 - 85            9-15                               of                           50 -100                           3-5
                Very Dense                      > 85           > 15                        Very Stiff                         100 - 200                         5.8
                                                                                               a                               > 200                             >8




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