Original source · versioned page text
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
Text Figure 7: Looking west towards borehole BH13 (Precinct E2)
Our observations of surface features relevant to the slope stability assessment of the site (Precincts E2 and
F) are summarised as follows:
Ground surface across the likely building areas across Precincts F and E2 range from approximately
<5° to 29° (<9% to 55%) and 5° to 20° (9% to 36%), respectively.
No indications of global slope instability were observed; i.e. no landslide scarps, ‘hummocky’ ground
or groundwater seepage was evident within the vicinity of the likely building areas.
11 November 2015
Report No. 15193-002-Rev0 6
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.