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Attachment 2- soil stability report · MCU14/0017
Attached to the e-mail MCU14/0017 Detached house 26/512 David Low Way Copeland.
Report No. 13N 682
TABLE OF CONTENTS
1. INTRODUCTION ..................................................................................................................... 3
1.1 Details of the Proposed Development ............................................................................... 3
1.2 Scope of Investigation ...................................................................................................... 4
1.2 Qualifications of Responsible Person................................................................................ 4
2. EXISTING CONDITIONS ..................................................................................................... 5
2.1 Local Geology................................................................................................................... 5
2.2 Topography ...................................................................................................................... 6
2.3 Vegetation ........................................................................................................................ 6
2.4 Groundwater ..................................................................................................................... 6
2.5 Drainage & Erosion........................................................................................................... 6
2.6 Existing Structures ............................................................................................................ 6
3. GEOTECHNICAL RECOMMENDATIONS FOR CONSTRUCTION ..................................... 7
3.1 Earthworks........................................................................................................................ 7
3.2 Drainage ........................................................................................................................... 8
3.3 Groundwater ..................................................................................................................... 9
3.4 Footing Design ................................................................................................................. 9
The above should also be considered should future excavation be required on adjacent sites to
facilitate construction. ................................................................................................................ 10
4. ASSESSMENT OF EXISTING SLOPE CONDITION ............................................................. 11
4.1 Slope Stability Assessment............................................................................................. 11
5. CONCLUSIONS .................................................................................................................... 12
6. IMPORTANT NOTES ABOUT THIS REPORT ...................................................................... 13
Table of Figures
Figure 1 – Aerial Photograph of Lot 26 Noosa Dunes Court, Castaway’s Beach - Sunshine Coast Council Mapping System ‘My
Maps’..................................................................................................................................................................................................................3
List of Tables
Table 1 - Summary of Borehole Logs & Interpreted Conditions from Dynamic Cone Penetrometer Testing ....................................5
Table 2 - Estimated Design Parameters for Bored Piles ............................................................................................................................9
Table 3 – Risk Level Implications ................................................................................................................................................................11
Table 4 – Qualitative Risk Assessment for Property ................................................................................................................................12
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