20210041 27 Bottlebrush Ave Stormwater

                    •   The development will increase the impervious area by approximately 167m²
                        resulting in an increase to peak runoff from the site. This increase is to be mitigated
                        with the provision of a 5,000L underground stormwater detention tank with 60mm
                        low flow orifice outlet (refer Section 3.1).

                    •   The stormwater run-off from the site will be discharged into the kerb inlet pit located
                        in front of the site.




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