Appendix4-SlopeStabilityAssessment · MCU18/0135

Limitations of Report

This report is based on information gathered from the field investigation. Ground Drill should
be notified immediately if ground conditions are found to differ from this report during initial
earthworks.

Unless otherwise stated this report does not address the following issues;

   •   Mining Subsidence.
   •   Slope Stability (If the site is in a known slip area or is steep, it is recommended that
       a Geotechnical Engineer be engaged to conduct a Slope Stability assessment).
   •   Deep soft or settling soils
   •   Soils within investigated depths or deeper may be subject to settlement with
       additional load of structure.
   •   Deep settling marine clays may be present.
   •   Soil Contamination, hazardous materials and or acid sulphate.
   •   Any slopes, dimensions or plans in this report are not to scale and only show
       approximate testing locations.
   •   Flood levels (It is the clients responsibility to inform us of any flood levels on the
       allotment).
   •   If water is found in the boreholes this depth may vary greatly over time. This report
       does not address the influence any natural springs may have on the structure.
   •   It is the clients responsibility to inform us of any nearby underground services that
       have been or will be installed near the proposed structure.

By using this report you are agreeing to the statements and limitations mentioned in this
report.



Authorised Signatory




Matthew Bennett
on behalf of Ground Drill Pty Ltd
QBCC Lic # 15034580