RFI - Attachment C - Slope Stability Assessment and Geotechnical report · MCU20/0026

Project No. 1-22543                                                                                                          Page | 27
June, 2020
Ref: 1-22543, 2020-05-20, BR SSA VER 1
Sanya Holdings – Slope Stability Assessment and Geotechnical Report - Proposed Residence, 40 Park Crescent, Sunshine Beach




7.0 CONSTRUCTION INSPECTIONS

It is recommended that all footing excavations be inspected by Soil Surveys Engineering Pty.
Limited. or a duly qualified Geotechnical Engineer.

Should subsurface conditions other than those described in this report be encountered, Soil
Surveys Engineering Pty. Limited. should be consulted immediately and appropriate
modifications developed and implemented if necessary.

8.0 REFERENCES

         Australian Geomechanics Society (2000) Landslide Risk Management Concepts and
         Guidelines, Australian Geomechanics, Vol 35 No.1 March 2000, pp49-92

         Australian Geomechanics Society (2007) Landslide Risk Management Guidelines and
         commentary, Australian Geomechanics, Vol 42 No. 1 March 2007, pp1-182

         Geoscience Australia web site - www.ga.gov.au

         McGregor P. and Taylor B. (2001) A Method of Zoning Landslide Hazard, Australian
         Geomechanic Journal Volume 36, No. 3 September 2001.

         Walker, BF (2002) An example of Semi Quantitation Landslide Basic Management for an
         individual Lot in Northern Sydney, Australian Geomechanics, Vol 37 No.2 May 2002.


9.0 LIMITATIONS
We have prepared this report for the use of Sanya Holdings, for design purposes in
accordance with generally accepted geotechnical engineering practices. No other warranty,
expressed or implied, is made as to the professional advice included in this report. This report
has not been prepared for use by parties other than Sanya Holdings; it may not contain
sufficient information for purposes of other parties or for other uses. Please note that any third
party relying on the information contained in this report for any purpose whatsoever does so
entirely at its own risk, and any duty of care to that third party is excluded.

Any interpretation or recommendation given by Soil Surveys Engineering shall be understood to
be based on judgement and experience and not on greater knowledge of the facts than the
reported investigations would imply. The interpretation and recommendations are therefore
opinions provided for our Client’s sole use in accordance with the specific brief. As such they do
not necessarily address all aspects of ground behaviour on the subject site. Information
provided by others has been taken in good faith, but no liability can be accepted for information
provided by others.

Your attention is drawn to ‘Appendix A’, ‘Notes Relating to this Report’. Interpretation of factual
data given in this report is based on judgement, not a greater knowledge of facts other than
those reported.

Interpretation of the information shown on the logs, and its application to design and
construction, should therefore take into account the spacing and depth of boreholes, the


                                                                                                               SOIL SURVEYS