Town Planning Assessment Report

Figure 1 - Topographic plan of existing earthworks for shed pad




Figure 2 - Section plan of existing earthworks for shed pad


Some further rectification works will be carried to both the batters of the upslope and downslope to achieve
a Factor of Safety of 1.5.

To the cut batter, this will involve providing a 2m wide bench where the existing cut batter height exceeds
4m. The lower batter is to be no higher than 4m and the upper batter is to be no higher than 3.5m. Both
batters are to be no steeper than 380 in slope angle, and are to be separated by a bench with a minimum
width of 2m.

To the fill batter, this will involve flattening of the existing fill batter to 2.5H:1V
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