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Storm Water management plan · MCU12/0133.03

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                  Bligh Tanner Consulting Engineers                                                                                         Page iii
                  Noosa Flexi Learning Centre Stormwater Management Plan
                  August 2012



                  Table 5 Estimation of non-potable demands from rainwater tanks ......................................... 9
                  Table 6: Comparison of runoff volumes and pollutant loads ................................................. 13
                  Table 7 Rational method estimates of peak flows ................................................................ 15
                  Table B8 Meteorological and rainfall runoff data reporting table ............................................. 2
                  Table B9 Catchment definition reporting table ....................................................................... 2
                  Table B10 Rainwater tank node reporting table ..................................................................... 2
                  Table B11 Infiltration node reporting table.............................................................................. 3
                  Table B12 Porous pavement node reporting table ................................................................. 3
                  Table B13 Stormwater quality modelling results reporting table ............................................. 4

                  Attachments
                  Attachment A – MUSIC Modelling




                                                                                                                        Print Date: 2 March 2020, 2:19 PM

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