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RFI - Appendix B Civil Engineering Report · MCU22/0038
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12 May 2022 5 CONCLUSION This Stormwater Management Plan demonstrates that under the proposed concept plan stormwater quality and quantity treatment is achievable to the levels required by State Planning Policy July 2017. The lawful point of discharge for the development site is the existing internal Noosa Civic Shopping Centre stormwater infrastructure south of the proposed development and the existing drainage system in Hofmann Drive. The existing Noosa Civic Shopping Centre lawful point of discharge is the creek to the south of the site. Stormwater runoff from the new roof, carpark, and internal road will be directed to 2 bioretention basins for stormwater quality treatment. High flow bypasses will be constructed around the bioretention basins for flows exceeding the treatment flows. The bioretention basins will be located in the south west and along the western boundary of the site, with treated water discharging from site via the basement pump out system for basin 1 and direct to the external network for basin 1. The basin 1 outlet through the basement is required due to the high invert levels of the surrounding stormwater network to the south of the site. Stormwater discharged from site is proposed to be consistent with the existing commercial centre discharge. Minor flows will discharge via the existing and proposed internal network with the major flows flowing down the internal roads for discharge to the creek to the south. This development sits within a lot that has been allowed for in previous stormwater assessments as part of the overall Noosa Civic and Noosa Business Centre, therefore no detention is proposed for this development. 6 LIMITATIONS OF REPORT MPN have prepared this report for the proposed Lot 22 Medihub development at Eenie Creek Road Noosaville in accordance with MPN’s proposal to Stockwell. This report is provided for the exclusive use of Stockwell for this specific project and its requirements. It should not be used or relied upon by a third party and MPN accept no responsibility for the use of this report by any party other than Stockwell. Excellence with Economy in Engineering 19 l:\8000-8999\8600-8699\8662\reports\12-05-22 stormwater management plan_issue b.docx
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