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Attachment D - Stormwater Report · MCU18/0013
Attached to the e-mail Response to info request part 2 - MCU18/0013.
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Peak Flow measured at rear = 60L/s
Total runoff volume (Node A inflow) = 14.08m3
Figure 4 – XP Storm Results; Pre developed Model (100 year ARI, 5 minute duration)
Peak Flow measured at rear = 58L/s
Total runoff volume
(Node A inflow + Node B outflow) = 9.23m3
Figure 5 – XP Storm Results; Developed Model (100 year ARI, 5 minute duration)
24 Arakoon Street, Sunshine Beach QLD 4567
Job No – S18-003 STORMWATER MANAGEMENT REPORT 6
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