Table A3. Summary of Consequences for 1 in 1,000 AEP Flood Event without Breach (Roads) Notes: (1) Time of arrival and time to flood peak are relevant to the beginning of the storm event. (2) The road is outside the flood extents. (3) Estimations of PAR and Potential Loss of Life for roads are based on the Campbell method (Ref. 27). Road Flood length (km) Max. Flood Depth (m) Time of Arrival(1) (hr&min) Time to Flood Peak(1) (hr&min) PAR(3) Potential Loss of Life(3) Baxter Road 0.7 3.2 25 min 2 hr 15 min 1.06 0.79 Clarke Street 0.4 1.6 1 hr 10 min 2 hr 30 min 0.32 0.05 Gilmour Street(2) - - - - - - SH2 Tauranga Road(2) - - - - - - Frankton Road 0.5 0.9 30 min 2 hr 50 min 1.06 0.01 SH2 Normanby Road - - - - - - Thorp Street and Willoughby Street(2) - - - - - - Total 2.44 0.85
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