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No evidence of previous movement, seepage o r soil creep was observed in the areas.

It is our opinion that provided the site is managed & maintained in an orderly manner with
respect to surface runoff; the risk of slope instability will not increase from a “low risk”.

The following drawings by the Australian Geomechanics Society are attached to assist in
showing good hill side management.

Please find additional notes pages 174 and 175 of AUSTRALIAN GEOGUIDE LR8
(CONSTRUCTION PRACTICE by the Australian Geomechanics Society.




                                   BE Civil RPEQ
For and on behalf of Sunrise Design Qld Pty Ltd.




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