Council archive · source document
RFI - Attachment C - Slope Stability Assessment and Geotechnical report · MCU20/0026
Project No. 1-22543 Page | 1 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 1.0 INTRODUCTION 1.1 General This report presents the results of the geotechnical investigation carried out by Soil Surveys Engineering Pty Limited on the 18th May and 20th May, 2020, for the Proposed Residence at 40 Park Crescent, Sunshine Beach. The report was carried out following authorisation from Sanya Holdings on 13th May, 2020. The objectives of this investigation were to assess subsurface conditions at the site in accordance with the Scope of Services detailed in Section 1.3. 1.2 Reason for this Report It is understood that given the site location and Noosa Shire Council regulations, a slope stability assessment is required for the proposed development. A provided Noosa Council Information Request (refer Section 1.6) also requires a “site specific geotechnical report and site stability assessment.” 1.3 Scope of Report The objective of this study was to undertake a geotechnical investigation and site mapping to assess the existing geotechnical conditions to provide:- Civil works recommendations Trafficability Earthworks recommendations Batter recommendations Foundation recommendations Site classification according to AS 2870 (i.e. Reactivity) Footing options and parameters Retaining wall design parameters Construction recommendations (where applicable) Site management recommendations Stability Assessment 1.4 Controls and Procedures This report has been prepared in accordance with:- National Disaster Mitigation Program (NDMP), Landslide Risk Management (LRM) Guidelines, Practice Notes and Geoguidelines as published in the “Australian Geomechanics Journal” Volume 42 No. 1 March 2007. State Planning Policy July 2014-SPP. The Noosa Plan, 2018, Part 7, Landslide Overlay. SOIL SURVEYS
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
RFI - Attachment C - Slope Stability Assessment and Geotechnical report.pdfRelated documentApplication case desk ↗
About this file
- File size
- 7.2 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.