Evacuate McLean’s Deniliquin Caravan Park (5.7 m) Min 4.6m – Butler St gate Mod 7.2m – Close valve (5.7 m) Walk bridges Maj 9.4m golfcourse – closed at McLean Beach flood gate 4.3–4.6 m Sewer pump (3.9m) station inundated Water enters Relocate (5.84 m) Island No effects McLean’s Deniliquin, Sanctuary Close Wyatt St reported Beach toilet Reserve levee outlet (mobile) if (4.66 m) (6.4 m) forecast Close Butler Close Crispe St height St pipe under gate valve (near >4.5 m levee (5.0 m) Deni CarOTel) (3.9 m) (6.88 m) Close Crispe St gate valve (behind Middy’s) (6.96 m) Moulamein 5,000b 7,000b 8,000b 17,000b (5.5 m) gauge (3.5 m) (4.1 m) (4.5 m) Min –4.6 No effects No effects No effects No effects Mod Moulamein –5.2 reported reported reported reported Maj 6.1 – Source: Data were collected from flood studies and discussions with local councils between 2013 and 2014. a Flow rates were based on the Tocumwal gauge and were the basis for the RiM-FIM modelling. b Flow were estimated by correlation of historic flows using average travel time. Data for these gauges were not used in the development of inundation maps but have been provided to assist interpretation of the flows being studied. Appendix 3 Key issues register Table 6 provides a summary of key issues and how it is proposed to addressed them, at the time of publication. Some of these matters may take time to resolve, and additional matters may arise. Unresolved matters will continue to be addressed through Feasibility and/or Implementation phases.
Deniliquin Min – 4.6m Mod – 7.2m Maj – 9.4m Deniliquin, No effects reported Close golfcourse flood gate (3.9m) Relocate McLean’s Beach toilet (mobile) if forecast height >4.5 m (3.9 m) Walk bridges closed at 4.3–4.6 m Water enters Island Sanctuary Reserve (4.66 m) Close Butler St pipe under levee (5.0 m) Evacuate McLean’s Caravan Park (5.7 m) Butler St gate valve (5.7 m) McLean Beach Sewer pump station inundated (5.84 m) Close Wyatt St levee outlet (6.4 m) Close Crispe St gate valve (near Deni CarOTel) (6.88 m) Close Crispe St gate valve (behind Middy’s) (6.96 m) Moulamein gauge Min –4.6 Mod –5.2 Maj – 6.1 5,000b (3.5 m) 7,000b (4.1 m) 8,000b (4.5 m) 17,000b (5.5 m) Moulamein No effects reported No effects reported No effects reported No effects reported Source: Data were collected from flood studies and discussions with local councils between 2013 and 2014. a Flow rates were based on the Tocumwal gauge and were the basis for the RiM-FIM modelling. b Flow were estimated by correlation of historic flows using average travel time. Data for these gauges were not used in the development of inundation maps but have been provided to assist interpretation of the flows being studied. Appendix 3 Key issues register Table 6 provides a summary of key issues and how it is proposed to addressed them, at the time of publication. Some of these matters may take time to resolve, and additional matters may arise. Unresolved matters will continue to be addressed through Feasibility and/or Implementation phases.
Yarrawonga-to-Wakool-reach-report.docx