Reference Document - Geotech Report - MCU24 0094 · MCU24/0094

                             PROPOSED RESIDENCE
                             33 ROSS CRESCENT, SUNSHINE BEACH

7.0      CONCLUSION
Based on the findings of our assessment it is concluded that a Low Risk of slope instability could be
achieved for the proposed development, subject to the following:

       Implementation of the recommendations given in this report in formulating the feasibility of the
        development, and preparing the preliminary design;
       Review of the detailed design by Tectonic to confirm compliance with the recommendations herein;
        and
       Confirmation of the deeper subsurface profile present below the building envelope for the detailed
        design stage, via further ground investigation following access being facilitated by the demolition of
        the existing residence. This should comprise a borehole taken to depths in the order of 20 m to
        25 m BGL, using a rotary drill rig capable of solid flight augering and deep cased wash boring, with
        standard penetration tests (SPTs).



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.




18 June 2024
Report No. 24096-001-Rev0                             19