Changes Application - MCU15/0023.02

Project No. 112-14608
January, 2013            REF: 1-14608,2013-01-15,       BR VER O.                                                           Page 7


      TABLE 1                       SUBSURFACE PROFILE
             Test             Sand Fill (m)                              Natural Sand (m)                              Tennination
           Location                                                                                                     Depth (m)
                                                    Loose             Medium             Dense          Very Dense
                                                                       Dense
              BHl               0.00-1.10             NE             1.10-7.50        7.50-10.90         10.90-14.30      29.00
                                                                    16.90-20.40       14.30-16.90         20.40-TO
              BH2               0.00-2.20          2.20-4.00         4.00-9.50          9.50-TO               NE          11.50
             DCP1                   NE           0.00-1.103}         1.10-3.70          3.70-TO               NE           5.40
             DCP2                   NE           0.00-1.30 3}        1.30-3.30          3.30-TO               NE           5.10
             DCP3                   NE           O.OO-l.UU3}         1.00-2.60          2.60-TO               NE           ~AO
             DCP4                   NE           0.00-0.603}         0.60-2.50          2.50-TO               NE           4.00
         Notes:~
                    1)     NE - Not Encountered; TO - Termination Depth.
                    2)     All deplhs in metres below the existing ground surface at time of the investigation.
                    3)     Possible Fill.




   3.3      Groundwater

      Groundwater was not encountered in the boreholes at the time of the investigation.
      Seepage through the upper sandy soils could be expected following periods of prolonged
      rainfall, although this would be a transient condition.




                                                                                  ;;.. SOIL SURVEYS ENGINEERING