Appendix G - Slope Stability Certification Report · MCU25/0022

  5     ENCOUNTERED GROUND CONDITIONS
  The two boreholes drilled at the shed location contained in Appendix B generally revealed the
  following ground profile:


              Borehole            Silty CLAY    Shale Stone         DCP Refusal
           Log of Visible            0.0-0.3m   0.3-1.5m+                 -
              Cutting
                   2                 0.0-0.3m   0.3-0.5m+                0.8
                   3                 0.0-0.4m   0.4- 0.5m+               0.8
                   4                 0.0-0.5m   0.5-0.6m+                 -


  Silty CLAY, medium to high plasticity, brown, some fine gravel/sand and some organics
  present moist, soft to firm (CI-CH)
  SHALE STONE, fractured, light red/brown, quartz present, moist, weak.


  Groundwater was not encountered.




193 Sankeys Rd Slope Stability Certification
                                                                                 July 2023
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