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Approved Plan - EXE21-0015
Plans and drawings
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Log in to see the plans as drawnMr Dean Frith 21182-001-Rev0
28 May 2021
such as a rock weir or similar, must be installed at the stormwater outlet(s) to minimse the risk of soil erosion
at the discharge point.
Subsurface disposal of stormwater must not be undertaken.
5.0 SUMMARY & CONCLUSIONS
Based on the findings of our assessment we consider that there would be a Low Risk of slope instability
impacting the proposed shed. This advice is subject to implementation of the recommendations given in this
report.
6.0 LIMITATIONS
Your attention is drawn to the document Limitations, which is attached to this letter report.
Please contact the undersigned should you wish to discuss any of the above matters.
Yours faithfully
TECTONIC GEOTECHNICAL PTY LTD
Carissa Bruggemann BAppSc MEngSc Ashley Davey RPEQ 8159
Geotechnical Engineer Principal Geotechnical Engineer
Attachments: Qualitative Terminology for Use in Assessing Risk to Property
Some Guidelines for Hillside Construction
Limitations
14/14
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