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Information Request Response MCU210094
Issue – Slope Stability
Both site classification reports provided note that: “This report does not address slope stability.
If a slope stability analysis is required, the services of a suitably qualified geotechnical
engineer should be sought.”
The location of each of the proposed structures is mapped as being in a Landslide Hazard
Area and a site specific geotechnical report has not been provided.
Information Required
4. Provide a site specific geotechnical report and site stability assessment for each of the
proposed structures on the site. The report must include, but not be limited to:
4.1. recommendations for the construction and operational phases of the development
to ensure the stability of the proposed structures, and the subject site in general; and
4.2. details of the proposed solution to protect the structural integrity of the existing
slopes for the longer term.
Response
Please refer to attached Slope Stability Reports prepared for all three site locations.
End of Applicants Response.
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