Original source · versioned page text
Slope Stability Report - 22072-001-Rev0
H.M de Groot 22072-001-Rev0
21 March 2022
2.2 Topography
As illustrated in Text Figures 5, the proposed shed site is located in the centre of the property, mid-slope and
to the south of Top Forestry Road which generally traces a local ridgeline. The allotment generally falls in a
south-easterly direction to a natural gully at the southern end of the property. Downslope to the south-east
of the proposed shed site is a dam that catches surface runoff.
The topographic features observed during the site walkover and ground slopes recorded using a hand-held
clinometer are shown in Text Figure 5. The inferred natural ground slope across the development site (prior
to earthworks) was about 12°, with slopes of 11° to 15° observed above the development area, and slopes of
12° to 25° downslope of the proposed shed site.
15° Proposed Shed
Location
Existing Residence
25°
and Workshop
Dam
12°
Text Figure 5: Image showing ground surface contours (10 m), courtesy QGlobe
Text Figures 6 to 8 below and on the following pages illustrate the general site conditions at the time of the
assessment.
Text Figure 6: Northern view across building platform
4/10
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.