Council archive · source document
Approved Plans - EXE22-0013 · EXE22/0013
Plans and drawings: the text below has words only, no drawings.
Very large file (10.7 MB): may take a few minutes to open.
Original PDF page 29, section 1. The text section number identifies this passage in the reader.
Summary
1 Natural Surface Slope L 0.1 Relative Frequency Hazard Rating
2 Slope Shape H 1.5 < 0.2 Very Low
3 Site Geology 0.2 - 0.6 Low
M 1.0 0.6 - 2.0 Moderate
4 Soils H 1.5 2.0 - 6.0 High
5 Fill Height L 0.9 >6 Very High
6 Evidence of Groundwater L 0.7
7 Cut Height M 1.1 Relative Frequency = 0.52
8 Slope of Cut Face VH 1.0
9 Material in Cutting VH 2.0 Hazard Rating = Low
10 Cut Slope Support H 2.0
11 Concentration of Surface Water H 1.5 *The numerical factor allocation to these site features are based on
12 Wastewater Disposal judgement and experience observed at time of assessment.
M 1.0
13 Stormwater Disposal L 0.7
14 Evidence of Instability L 0.8
9 Relative Frequency L 0.52
(1x2x3x4x5x6x7x8x9x10x11x12x13x14)
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
Approved Plans - EXE22-0013Related documentApplication case desk ↗
About this file
- File size
- 10.7 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.