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Site Based Stormwater Management Plan · 132007.1841.7
Attached to the e-mail Response to Information Request - 132007.1841.7.
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Table 2 – Pre- and post-development runoff and detention calculations
The 100-year Inflow-Outflow-Storage hydrographs are shown below in Figure 3 and refine the required
storage volume to 12m3. Maximum outflow from the system will be limited to 0.073m3/s by a 300mm diameter
outlet pipe from the last inlet pit to the downstream chamber.
Actrol Noosaville
STP17-0504
Page 6
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