Geotechnical Investigation

                             PROPOSED CALILE HOTEL NOOSA DEVELOPMENT
                             3 – 7 SERENITY CLOSE, NOOSA HEADS

outlet onto the dune face or toe to the south. Surface dissipation devices such as rock weirs or rock lined
contour drains should be installed at stormwater outlet(s) where not discharging into a constructed pit.
Subsurface disposal of stormwater must not be undertaken.
Design of the stormwater system should be undertaken by a civil/hydraulic RPEQ.


7.0      SUMMARY & CONCLUSIONS
Based on the findings of our assessment it is assessed that there would be a Low Risk of slope instability
affecting the proposed development subject to implementation of the recommendations given in this report.



8.0      LIMITATIONS
Your attention is drawn to the document Limitations, which is included in Appendix D of this report. The
statements presented in this document are intended to advise you of what your realistic expectations of this
report should be, and to present you with recommendations on how to minimise the risks associated with the
services provided by Tectonic for this project.




7 October 2022
Report No. 22239-001-Rev0                             19