Works Approval Report.pdf - the National Capital Authority
Works Approval Report.pdf - the National Capital Authority
Works Approval Report.pdf - the National Capital Authority
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Campbell Section 5 - <strong>Works</strong> <strong>Approval</strong> Project Ref: 110029Prepared for <strong>the</strong> Land Development AgencyAnalysis of <strong>the</strong> trunk stormwater network has shown that flooding on Constitution Avenue is largely aresult of overland flow from <strong>the</strong> larger adjacent catchment to <strong>the</strong> east of <strong>the</strong> site and overland flowalong Anzac Parade from Blamey Crescent into Constitution Avenue from <strong>the</strong> west. Overland flowfrom <strong>the</strong> eastern catchment is approximately double that generated by <strong>the</strong> Campbell Section 5catchment. It should be noted that, even if <strong>the</strong> overland flow from Campbell Section 5 werecompletely eliminated, flooding would still occur on Constitution Avenue via overland flows fromAnzac Parade and <strong>the</strong> eastern catchment.Elimination of flooding on Constitution Avenue in a 100 year ARI storm event by detainingstormwater in <strong>the</strong> upstream and adjacent catchments and/or increasing <strong>the</strong> capacity of <strong>the</strong>stormwater network downstream of Constitution Avenue to Lake Burley Griffin are outside <strong>the</strong>reasonable scope of this project. However, proposed improvements within <strong>the</strong> Campbell Section 5site will reduce <strong>the</strong> amount of overland flow reaching <strong>the</strong> Constitution Avenue/Creswell Streetintersection low point and <strong>the</strong>reby provide some reduction, albeit minor, in <strong>the</strong> expected degree ofponding in Constitution Avenue. InfrastructureAs-built drawings have been reviewed and a detail survey has been conducted to establish <strong>the</strong>location and size of stormwater pipe infrastructure through <strong>the</strong> site. To resolve some anomalies, aCCTV camera survey was commissioned to confirm <strong>the</strong> stormwater pipe network.In <strong>the</strong> northwest corner of <strong>the</strong> site at <strong>the</strong> junction of Anzac Park East and Page Street, a manholereduces <strong>the</strong> 1350mm diameter trunk pipeline draining flows from <strong>the</strong> upper catchment to a 1050mmdiameter pipeline. The 1050mm diameter pipeline takes stormwater diagonally through to <strong>the</strong> middleof <strong>the</strong> site, before enlarging to a 1200mm diameter pipe and heading south to align with WendoureeDrive. This pipe network captures several smaller stormwater pipes as it traverses <strong>the</strong> site.Local residents have advised that <strong>the</strong> manhole at <strong>the</strong> intersection of Anzac Park East and PageStreet surcharges in most storm events, which is a direct result of <strong>the</strong> reduction in pipe diameterfrom 1350mm to 1050mm.The existing pipe network and overland flow paths through <strong>the</strong> site are shown in Figure 8.2.November 2012 Cardno 47