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Storm Water management plan · MCU12/0133.03
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Noosa Council documents
Bligh Tanner Consulting Engineers Page 14
Noosa Flexi Learning Centre Stormwater Management Plan
August 2012
5 HYDROLOGIC ASSESSMENT
5.1 Flooding of the site
The site is located at the top of a dune system with a very small external catchment (0.3 ha)
and on sandy, free draining soils. The site is therefore not prone to flooding. The site is well
clear of Council’s estimated food extent for the 100 year average recurrence interval (ARI)
flood1.
Under major storm events, runoff will flow across the site as sheet flow, as shown in Figure 5
below.
The central turfed area is intended for active recreation, and so it will be slightly raised to
assist with drainage so that the students can use this area sooner after it rains.
CATCHMENT
BOUNDARY
OVERLAND FLOW
Figure 5 Catchment boundary and overland flow paths
5.2 Flooding impacts downstream of the site
For the purposes of flood assessments, a 0.3 ha external catchment has been included (from
land immediately to the north of the site, and part of the adjoining lot to the east of the site,
refer Figure 5).
An initial sizing of flood detention has been undertaken using the initial sizing method
outlined in QUDM (2007) Section 5.05.1. For the developed case, the ground level fraction
1
Sunshine Coast Regional Council Estimated Flood Extent – 100 Year Average Recurrence Interval: Freshwater
Flooding And Storm Tide, Current Climate Conditions
http://www.sunshinecoast.qld.gov.au/addfiles/documents/floodmaps/ari_map_north.pdf last printed 24/03/2011
Print Date: 2 March 2020, 2:19 PM
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