MCU21.0117 OPW21.0199-Att 5 Stormwater · MCU21/0117

                        2.2.1 Stormwater Catchments

            A schematic layout plan of the existing drainage catchments as described in the previous
            sections is shown below in Figure 2.5 – Existing Catchments Plan.




                                                   Figure 2.5 – Existing Catchments Plan.



                    2. 3. P R O P O S E D D E V E L O P M E N T D R A I N A G E P A T T E R N

                        2.3.1 Stormwater Concept

            Under existing conditions, the stormwater leaves the property as overland surface flows into
            the adjoining properties to the east and north of the proposed development. The proposed
            lawful point of discharge for the proposed development will be to the existing table drain
            on Pearl Street, which will have the benefit of reducing the impact of overland flow from the
            site on the adjoining property owners, and ensuring the runoff is discharged in a controlled
            manner into Council’s drainage network.



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