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                                            Figure 3.2 – DRAINS Pre-development catchment




                                           Figure 3.3 – DRAINS Post-development catchments




                                        Figure 3.4 – DRAINS Split 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.
                                                                                  Table 3.1 Existing and proposed unmitigated site
Project number 20220130                                                              peak discharge rates
File RECOR Preliminary Stormwater Management Report - 20220130.docx, 2022-05-19                                   Page 9 of 16
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P +61 7 5211 1003                          A 37 Mary St, Noosaville Qld 4566      E [email protected]       recorconsulting.com
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