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16-001014-01A (Swmp)
Attached to the e-mail Operational Works Application OPW16/0203 - 3 of 4.
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Proposed Development
Overtops Embankment
Proposed Development
Overtops Embankment
[OCR of page images]
Height (m AHD)
100.5
100
98
97.5
97
96
Manning's Section B - Existing & Developed Flood Comparison
Proposed Development
Overtops Embankment ~
\/
5 10 15 20 25 30
Chainage (m)
Existing Surface === Existing 1% AEP === Developed 1% AEP |
{ ——— Design Surface
35
Height (m AHD)
99.5
99
98.5
o
@
©
N
a
©
Sg
96.5
96
Manning's Section C - Existing & Developed Flood Comparison
waco
Overtops Embankment =
5 10 15 20 25 30
Chainage (m)
[ = Design Surface Existing Surface = = = Existing 1% AEP = = = Developed 1% AEP ]
35
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