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RFI - Stormwater management (flood report)
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Table 2-10: 1% AEP Flood Storage Comparison.
Scenario Flood Plain Storage (m3) Balance
Existing 7,877
Proposed (no cut) 7,750 127m3 loss
Proposed (with cut) 7,899 +22m3 gain
2.2.3.4. Flood Immunity
The NSC Planning Scheme identifies the Defined Flood Event, from which freeboard is set is
the 1% (2100) AEP flood event. Flood levels around the site for the 1% (2100) AEP are detailed
for various reporting locations as shown in Figure 2-3. This shows the proposed new lots are
above the 1% (2100) AEP peak flood levels with a small drainage swale in Lot 10 to ensure
conveyance the flow path was maintained to not cause worsening on the upstream
property. The peak flood level, minimum finished flood level and proposed lot level is shown
in Table 2-11. It is seen that greater than 500mm freeboard is provided to lot. It is
recommended that future buildings on each lot achieve a minimum of 500mm freeboard
above the regional 1% (2100) AEP flood level.
Table 2-11: Lot Levels Compared to Adjacent 1% AEP Peak Flood Levels
Lot 1% AEP Peak Flood Minimum Min Finished Floor Proposed Min Lot
Level (m AHD) Freeboard to Floor Level (m AHD) Level (m AHD)
(m)
5 85.11 0.5 85.61 86.50
6 83.60 0.5 84.10 86.65
10 85.11 0.5 85.61 86.80
Figure 2-3: 1% (2100) AEP Peak Water Surface Elevation Reporting Locations
21-0166SMP01-V1 | Stormwater Management Plan | 25 Pavilion Street, Pomona | 13
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