RFI - Attachment C - Slope Stability Assessment and Geotechnical report · MCU20/0026

Project No. 1-22543                                                                                                          Page | 2
June, 2020
Ref: 1-22543, 2020-05-20, BR SSA VER 1
Sanya Holdings – Slope Stability Assessment and Geotechnical Report - Proposed Residence, 40 Park Crescent, Sunshine Beach




    1.5 Proposed Development
It is understood that the proposed development is to consist of the construction of a new four
level residence, partially cut into and stepping down the natural slope of the site to the north
east.

Building loads have not been provided, however based on the provided drawings it is expected
that they would be generally consistent with domestic type structural loads.

Based on the provided drawings, earthworks are expected to consist of cuts of up to approx.
4.0m to 5.0m and retained filling of up to approx. 3.5m.




                      FIGURE 1 – PROPOSED RESIDENCE SECTION – MARCH, 2020

    1.6 Provided Information
As part of the slope stability assessment, the following information has been provided to Soil
Surveys Engineering:-

          Contour & Detail Survey by AJS Surveys, refer V0420-D1, dated 30th January, 2019.
          Schematic Design drawings by Shaun Lockyer Architects Pty Ltd, refer drawing set
           0309, Phase DA, 000.01 to 400.00, Rev. A, dated 30th March, 2020.
          Information Request from Noosa Council, refer MCU20/0026, dated 1st May, 2020.




                                                                                                               SOIL SURVEYS