Council archive · source document
geotech report · 132003.220660.5
4.3.2 Groundwater and Surface Drainage As noted in Section 4.2 above, no groundwater was noted within the depth of the previous ASI investigation. However, we note that variations can occur with groundwater conditions, especially after heavy or prolonged rainfall. Based on the topographic setting of the site, surface run-off would be expected to discharge down to the north-east and east from the access road and driveway through the site into the tree covered bushland below and primarily into the gully over the eastern side of the site. Locally run-off would be collected in the existing access road and driveway drainage, and the stormwater drainage and retaining wall drainage (where present) within the site. There was also localised erosion at the discharge point of a stormwater pipe close to the south-eastern corner of the site (see Plate 3). Plate 3: Localised erosion at the discharge area of the stormwater pipe (south-eastern corner of the site) 32032URrpt 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 originalUsed in these records
geotech report.pdfRelated documentApplication case desk ↗
About this file
- File size
- 6.5 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.