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14169-001-Rev0 17 Webb Rd -Revised Draft · 132002.220527.1

Attached to the e-mail 132002.220527.1 Change to Existing Approval Engineering & Geo tech reports (1of 6 emails).

of 35

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                            17 WEBB ROAD, SUNSHINE BEACH
                            PROPOSED RESIDENCE

       This FOS result satisfies the generally accepted minimum requirement for hillside development (i.e.
        minimum FOS of 1.5).

Our analysis indicates that the proposed development will achieve the required minimum FOS against slope
instability. Subject to implementation of the recommendations made in Section 7 during building works,
there would be a Low Risk of slope instability affecting the proposed residence.

General recommendations to help maintain the stability of the site are given in the document “Some
Guidelines for Hillside Construction”, which is attached in Appendix C.




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Text Figure 10: Results of Slope/W modelling




26 February 2015
Report No. 14169-001-Rev0                            10

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