Attachment C - Soil Survey Report · MCU18/0013

Project No. 1-20119                                                                                                        Page | 2
March, 2018
Ref: 1-20119, 2018-03-02, BR VER 2
Sam Hopper – Slope Stability Assessment and Geotechnical Report - Proposed Residence, 24 Arakon Crescent, Sunshine Beach




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.

Earthworks are expected to consist of cuts of up to approximately 3.5m with minor filling (refer
Figure 1).

We also understand that up to three sheet pile walls already exist at the front of the site, dating
back to approximately 2006 (installed as part of the construction of the neighbouring site No.
26).




                           FIGURE 1 - PROPOSED RESIDENCE – DECEMBER, 2018

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

          Preliminary Sheet Piling Layout by Macdonald Sheet Piling, refer BSQ06-03, Dwg.
           BSQ06-01, Rev. A dated 10th January, 2006.
          Detail Survey by Cadcon Surveying and Town Planning, refer 166808-01-01, dated 14th
           June, 2016.
          Identification Survey by Cadcon Surveying and Town Planning, refer 166808, dated 20th
           June, 2016.
          Schematic Design drawings by Shaun Lockyer Architects, refer drawing set 000.01 to
           400.02, Rev. B, dated 5th December, 2017.
          Preliminary Stormwater Management Plan drawing by Westera Partners, refer S18/003,
           rev. P dated February, 2018.

Information from a previous geotechnical report for the lot to the north (dated November, 2004)
has also been utilised in our assessment.