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Amended Stormwater Management Plan - Revision B 10.3.21
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Log in to see the plans as drawn3. SEDIMENT & EROSION CONTROL 3.1 EROSION POTENTIAL Based on the completed Noosa Council Erosion Hazard Assessment Form, the proposal is classified as a “low risk” development for erosion potential see Appendix A for a copy of the completed form. Erosion and sediment control (ESC) measures will be required to be established and maintained in accordance with IECA’s standards of best practice. Preparation of a detailed ESC plan will be completed as part of the operational works submission. 4. SITE DRAINAGE INVESTIGATION 4.1 DESIGN RAINFALL INTENSITIES Rainfall intensities were obtained from the Bureau of Meterology’s Rainfall Intensity Duration Data (RIFD) for Noosa Heads, Queensland. 4.2 PERFORMANCE REQUIREMENTS The performance requirements for the stormwater system include: • Development to be generally in accordance with QUDM (2016); • Major Design Storm is 100 year ARI event (1%AEP); • Minor Design Storm is 10 year ARI event; and (10%AEP) These requirements will be complied with throughout the detailed design stage. NMA-SBSWMR-20004 Noosa Youngcare 5
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