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P0433-25-001_17_Bottlebrush_Avenue_ESR · MCU26/0001
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Figure 2-3 Proposed Earthworks and Retaining Walls (RECOR, 2025) 2.4 Drainage Stormwater management for the development is detailed in the Stormwater Management Plan (SWMP) prepared by RECOR. The proposed detention tank has been designed to limit post-development discharge to pre- development flow rates, with all internal drainage directed to the tank for detention and controlled release. All stormwater infrastructure will be designed and constructed in accordance with NSC requirements and relevant Australian Standards. Refer to Appendix A – Drawing C210 for detailed drainage design information. Figure 2-4 Stormwater Layout Plan (RECOR, 2025) 17 BOTTLEBRUSH AVENUE, NOOSA HEADS 7 January 2026 P a g e |9 Engineering Services Report Client Reference: P0433-25-001 Prepared for Made Capital PTY LTD
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