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Amended Stormwater Plan
Attached to the e-mail Information Request Response REC16/0014.
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Log in to see the plans as drawnSC5551 - 28 Elkhorn Dr, Tewantin 15 3 Storm Flow Rate to Catchment Boundary (m /s) Event Western Eastern ‘A’ ‘B’ ‘C’ ‘D’ ‘E’ ‘F’ ‘G’ 39% AEP 0.039 0.016 0.014 0.012 0.019 0.01 0.066 Q2 ARI 18% AEP 0.052 0.022 0.019 0.016 0.026 0.014 0.089 Q5 ARI 10% AEP 0.072 0.03 0.026 0.022 0.036 0.019 0.123 Q10 ARI 5% AEP 0.084 0.035 0.031 0.026 0.042 0.022 0.144 Q20 ARI 2% AEP 0.101 0.042 0.037 0.03 0.05 0.027 0.172 Q50 ARI 1% AEP 0.128 0.053 0.047 0.039 0.064 0.034 0.217 Q100 ARI Table 4.3 – Pre-Development Peak Flow 3 Storm Flow Rate to Catchment Boundary (m /s) Event Western Eastern ‘A’ ‘B’ ‘C’ ‘D’ ‘E’ ‘F’ ‘G’ 39% AEP 0.015 0.012 0.01 0.005 0.01 0 0.059 Q2 ARI 18% AEP 0.02 0.016 0.013 0.006 0.014 0 0.08 Q5 ARI 10% AEP 0.028 0.021 0.018 0.009 0.019 0 0.111 Q10 ARI 5% AEP 0.033 0.025 0.021 0.01 0.022 0 0.129 Q20 ARI 2% AEP 0.041 0.032 0.027 0.01 0.028 0 0.154 Q50 ARI 1% AEP 0.054 0.042 0.036 0.01 0.038 0 0.195 Q100 ARI Table 4.4 – Post-Development Peak Flow
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