Slope Stability Assessment

Paul & Janelle DeSouza                                                                          22198-001-Rev1
C/- Sarah Waller Architecture                                                                      25 July 2022



4.5    Effluent Disposal
Effluent disposal areas must be located downslope by not less than 10m from any structures, retaining walls
or cut or fill batters.



5.0     SUMMARY & CONCLUSIONS
Based on the findings of our assessment we consider that there would be a Low Risk of slope instability
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




Robert Gibb BSc (Hons)                                     David Pollock BE(Civil) RPEQ 14121
Engineering Geologist                                      Senior Geotechnical Engineer

Attachments: Qualitative Terminology for Use in Assessing Risk to Property
             Some Guidelines for Hillside Construction
             Limitations




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