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Smp
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4. CONCLUSION Engeny have completed this SMP for Devtex Nominees Pty Ltd to represent the proposed townhouse development to be incorporated into a portion (located on approved lots 1, 2, 3, 48, 49 and 50) of a previously approved reconfiguration of Lot (Planning and Environment Court (Appeal No: 118 of 2006) and Operational Works application (Ref: OPW15/0133 dated 6 March 2017)). The approved roads, lots and detention / bioretention basins have been constructed as part of the Operational Works approval. This assessment has been completed to determine if the approved / constructed detention and bioretention basin can manage the new townhouse site within the approved developed. The following summarises the findings from the Stormwater Management Plan for the proposed development at 73 Eumundi Noosa Road, Noosaville. Stormwater Quality The existing bioretention basin (403m2 filter surface) is suitable to achieve the Water Quality Objectives outlined in the NSC Planning Scheme. Details of the water quality modelling and sizing of the treatment train are summarised in Section 2. Stormwater Quantity The existing detention basin (1,019 m3 storage volume) is suitable to provide mitigation for the stormwater quantity flows, with only minor increases noted in peak flows in the smaller events (<10% AEP) and the 1% AEP, with reductions in the 5% and 2% AEP events. As the catchment details have not significantly changed between the approved SMP and this assessment, it is considered the minor increases are a result of the change in the hydrologic method from ARR1987 to ARR2019 and the updated catchment losses. As such it is considered that these minor increases would not result in actionable nuisance, and the outcome remains consistent with the approved SMP. Details of the water quantity modelling is summarised in Section 3. Preliminary Engineering Plans Preliminary engineering plans detailing the stormwater management arrangement is provided in Appendix B. 73 EUMUNDI - NOOSA ROAD, NOOSAVILLE I BBNE00529_0002_0001-REP-001-0 14
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