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20210153 - Maple Street SWMP
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The configuration of the catchment areas for pre-development and post-development areas are
shown in Figure 3.2 – DRAINS Pre-development catchment, Figure 3.3 – DRAINS Post-development
catchment respectively.
Figure 3.2 – DRAINS Pre-development catchment
Figure 3.3 – DRAINS Post-development catchments
The results of the modelling against the range of design storms for the development under the
existing and proposed development conditions are shown in Table 3.1 Existing and proposed
unmitigated site peak discharge rates.
Project number 20210153
File RECOR Preliminary Stormwater Management Report - 20210153.docx, 2022-03-31 Page 10 of 26
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