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Appendix B- Geotechnical Investigation
Attached to the e-mail MCU15/0070 Stormwater & Geotech reports Email 2 of 3.
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LABORATORY TESTING If differences occur, the Company will be pleased to
Laboratory testing is normally carried out in assist with investigation or advice to resolve any
accordance with Australian Standard 1289 "Methods of problems occurring.
Testing Soil for Engineering Purposes". Details of the SITE ANOMALIES
test procedure used are given on the individual report In the event that conditions encountered on site during
forms and the attached explanatory notes summarize construction appear to vary from those expected from
important aspects of the Laboratory Test Procedures the information contained in the report, the Company
adopted. requests that it immediately be notified. Most
ENGINEERING REPORTS problems are more readily resolved when conditions
Engineering reports are prepared by qualified are exposed than at some later stage, well after the
personnel and are based on the information obtained event.
and on current engineering standards of interpretation Extreme events including but not limited to the results
and analysis. The information provided in Soil Surveys of climate change, eg. flood levels above previously
Engineering reports is opinion and interpretation and identified levels, beach scour or erosion beyond
not factual. The client/contractor increases their risk normal expectations (as identified by local authorities)
by not retaining the person who authored the extreme rainfall events, war, espionage, sabotage may
geotechnical report, to carry out site inspection and result in different conditions between time of
review (overseeing role) during construction, to confirm investigation and time of construction.
opinion and interpretation expressed in the report is REPRODUCTION OF INFORMATION FOR
accurate. Where the report has been prepared for a CONTRACTUAL PURPOSES
specific design proposal the information and Attention is drawn to the document “Guidelines for the
interpretation may not be relevant if the design Provision of Geotechnical Information in Construction
proposal is changed. If this happens, the Company will Contracts (1987)”, published by the Institution of
be pleased to review the report and the sufficiency of Engineers, Australia. Where information obtained from
the investigation work. this investigation is provided for tendering purposes, it
Every care is taken with the report as it relates to is recommended that all information, including the
interpretation of subsurface conditions, discussion of written report and discussion, be made available. In
geotechnical aspects and recommendations or circumstances, where the discussion or comments
suggestions for design and construction. Since the section is not relevant to the contractual situation, it
test sites in any exploration represent a very small may be appropriate to prepare a specially edited
proportion of the total site and since the exploration document. The Company would be pleased to assist
only identifies actual ground conditions at the test sites, in this regard and/or to make additional report copies
even under the best circumstances actual conditions available for contract purposes at a nominal charge.
may vary from those inferred to exist. No responsibility REVIEW OF DESIGN
is taken for:- Where major civil or structural developments are
wUnexpected variations in ground and/or groundwater proposed or where only a limited investigation has
conditions. been completed or where the geotechnical conditions/
wChanges in policy or interpretation of policy by constraints are quite complex, it is prudent to have a
statutory authorities. joint design review which involves a senior
wThe actions of other persons. geotechnical engineer. We would be happy to assist in
wAny work where the company is not given the this regard as an extension of our investigation
opportunity to supervise the construction using the commission. Construction drawings should be
Companies designs/recommendations. reviewed by Soil Surveys Engineering, with sufficient
time to allow changes if required, prior to inspections.
NOTES RELATING TO THIS REPORT - SEPT 2013 SOIL SURVEYS ENGINEERING
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