Original source · versioned page text
Slope Stability Assessment
Paul & Janelle DeSouza 22198-001-Rev1
C/- Sarah Waller Architecture 25 July 2022
Text Figure 6: Looking north from southern edge of building envelope
Text Figure 7: Looking west across knob, showing transition from crest to moderately steep flanks
Approx. house site
Approx. shed site
Text Figure 8: View from shed site looking east across spur to house site
2.4 Groundwater
No signs of surface groundwater seepage (‘springs’) were observed during our walk-over, and no standing
groundwater table was recorded in the Ground Drill test pits. Slightly higher moisture content was logged in
the Ground Drill test pits at isolated locations below surface sands, and close to the interface to the
underlying weathered sandstone. This indicates that there is potential for the development of periodic
groundwater seepage in these zones.
6/13
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.