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Appendix E_Geotechnical Investigation
Attached to the e-mail MCU15/0109 Geotech and Bushfire Hazard reports - Links Drive Noosa Heads.
PROPOSED UNIT DEVELOPMENT
PRECINCTS E2 & F, NOOSA SPRINGS
Table of Contents
1.0 INTRODUCTION........................................................................................................................................................ 1
2.0 PROPOSED DEVELOPMENT................................................................................................................................... 1
2.1 Precinct E2 ................................................................................................................................................... 1
2.2 Precinct F ..................................................................................................................................................... 1
3.0 AIMS & METHOD OF INVESTIGATION ................................................................................................................... 2
3.1 Review of Previous information .................................................................................................................... 2
3.2 Fieldwork (2015) ........................................................................................................................................... 2
4.0 SITE DESCRIPTION.................................................................................................................................................. 2
5.0 SUBSURFACE INVESTIGATION FINDINGS ........................................................................................................... 7
5.1 Regional Geology ......................................................................................................................................... 7
5.2 Subsurface Conditions.................................................................................................................................. 7
6.0 SLOPE STABILITY ASSESSMENT.......................................................................................................................... 9
6.1 Existing Conditions ....................................................................................................................................... 9
6.2 Stability Assessment..................................................................................................................................... 9
6.2.1 Qualitative Assessment........................................................................................................................... 9
6.2.2 Quantitative Assessment ...................................................................................................................... 11
7.0 ENGINEERING ASSESSMENT .............................................................................................................................. 12
7.1 Development Limitations ............................................................................................................................ 12
7.2 Earthworks.................................................................................................................................................. 12
7.2.1 Site Preparation and Trafficability ......................................................................................................... 12
7.2.2 Excavations........................................................................................................................................... 12
7.2.3 Filling..................................................................................................................................................... 13
7.3 Building Foundations .................................................................................................................................. 13
7.3.1 Indicative Site Classification.................................................................................................................. 13
7.3.2 Footing Design...................................................................................................................................... 13
7.4 Retaining Structures ................................................................................................................................... 14
7.5 Drainage ..................................................................................................................................................... 15
8.0 LIMITATIONS .......................................................................................................................................................... 15
11 November 2015
Report No. 15193-002-Rev0 iii
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