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Slope Stability Report - Site 1
51 640 311 842
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GEOTECH REPORT
These notes have been provided to clarify and Arcos Unit Group Pty Ltd undertakes quality assurance
enhance the reader’s understanding of the terminology checks in accordance with its’ quality system
used throughout the report, and also to identify where requirements; however, restrictions on the project
limitations exist. All investigations are undertaken outside of Arcos Unit Group Pty Ltd’s control can result
based on budgetary constraints which impart a level of in unanticipated variations, changes in policy or
uncertainty as a result of limiting the amount of interpretation of said policies by the relevant authority,
investigation undertaken. or the actions of contractors subject to commercial
pressure.
Copyright
Site Variations
This report remains the property of Arcos Unit Group
Pty Ltd at all times unless ownership is transferred in If site variations become evident at the time of
writing. It cannot be included in any documentation construction or after the release of a report, Arcos Unit
without the express written permission of Arcos Unit Group Pty Ltd requests immediately notification. This
Group Pty Ltd notification is proposed in order to assist in remediation
prior to any permanent structures or design procedures
Subsurface Report Sheets (Bores etc) are undertaken.
The provided subsurface sheets are inherently an Collaboration
interpretation undertaken by a suitably qualified and
experienced person; however, the reliability of the Arcos Unit Group Pty Ltd strongly recommends open
provided information will rely on the method of and collaborative communication about the use and
investigation. It is prudent to state that these sheets inherent interpretation of Arcos Unit Group Pty Ltd’s
only represent a very small percentage of the report. Please contact the author of the report to
subsurface conditions across a particular project. arrange for an obligation free discussion regarding the
potential benefits of having geotechnical consultants.
It reasons that given the relatively small representation
of the subsurface conditions for a project, spacial
variability between testing locations must be taken into
consideration including the orientation of strata
intersections.
The presence or lack of groundwater is usually stated
on the subsurface sheets; however, it must be noted
that the measurements undertaken onsite are typically
very inaccurate and if the presence or lack of
groundwater will have any degree of affect on the
project, additional groundwater monitoring techniques
should be employed such as groundwater monitoring
wells.
Reporting
The report has been prepared and reviewed by suitably
qualified and experienced persons. The persons draw
on previous experience, local knowledge, published
literature, and otherwise standard engineering
approaches and principals. The context of which the
report has been prepared for must be considered and
if the context changes, due consideration should be
given to the possibility that the report is no longer
considered relevant and review by Arcos Unit Group
Pty Ltd must be undertaken.
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