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                <gco:CharacterString>The flood study was undertaken in two stages. The aims of each stage of the flood study are:

Stage 1 - Hydrological Analysis
&lt;ul&gt;
&lt;li&gt;Collate all the relevant data on Council's existing stormwater drainage system;&lt;/li&gt;
&lt;li&gt;Develop a hydrological model to investigate the drainage system performance for the
5, 10, 20, 100, 200 year ARI storms and the PMF;&lt;/li&gt;
&lt;li&gt;Identify  the flooding  problem areas  for  existing  development  conditions  within  the
study area;&lt;/li&gt;
&lt;li&gt;Identify the flooding problem areas for ultimate development conditions (represented
by all of the study area utilising OSD).&lt;/li&gt;
&lt;/ul&gt;

Stage 2 - Hydraulic Analysis
&lt;ul&gt;
&lt;li&gt;Estimate the extent  of  flooding  and flood  levels for  the  PMF,  20 and 100  year  ARI
floods for existing development conditions, and&lt;/li&gt;
&lt;li&gt;Estimate  the  20  and 100  year  ARI  flood  levels and  extent  of  flooding  for  ultimate
development conditions.&lt;/li&gt;
&lt;/ul&gt;

Study Scope

The scope of the Stage 1 flood study was to use a hydrological model to estimate peak pipe and
overland flows throughout the North Parramatta Precinct. The peak overland flows were used
in the hydraulic modelling in Stage 2 to estimate peak flood levels and flood extents.

Design Rainfall Intensities used for the estimation of peak flows were obtained from Baulkham
Hills Shire Council "Design Guidelines for Subdivisions / Developments." Storm durations
from 5 minutes to 4.5 hours were used to produce rainfall patterns from which the D NS
model estimates peak pipe and overland flows.

The results presented in this report are the &lt;em&gt;worst case&lt;/em&gt; peak flow for each set of storm durations for a particular ARI storm. Where flood levels are noted, all levels refer to Australian Height Datum (m, AHD)</gco:CharacterString>
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