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Stormwater Management Plan MCU17/0014
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BORNHORST + WARD | DOONELLA STREET UNITS
2.2 EXISTING LANDUSE
The development site comprises of two existing lots, these being lots 30 and 32 Doonella Street with an area of
516m2 and 2003m2 respectively. Currently, the site contains two residential buildings, along with associated
driveways and footpaths. The remaining site area is landscaped with the property boundary girt with
vegetation. Refer to Figure 1: Locality Plan above.
2.3 TOPOGRAPHY AND SITE DRAINAGE
Under existing site conditions, the site falls at an approximate average grade of 6.7% from the high point at
approximately RL 8.80m AHD at the north-west corner of the site, to the low point at approximately RL 4.50m
AHD in the south-east corner of the site. Stormwater runoff from lot 30 and 32 currently flows towards
Doonella Street in the minor and major storm events. There is no external catchment which currently flows
through the site. Infrastructure within Doonella Street is the lawful point of discharge for the two lots. See the
Noosa Shire Council Stormwater infrastructure Map Overlay in Appendix C for further information.
2.3.1 Existing Flooding Conditions
In accordance with Table 13.12 of ‘The Noosa Plan: Natural Hazards and Natural Resources Overlays’, an AEP
of 1% is specified for the design flood level. The interactive mapping system within NSC’s plan confirms that
the development site is not affected by Noosa River, Lake Doonella or overland flow flooding. As a result of
this, it is expected that the site is at a low risk of flood inundation. Please refer to Tewantin & Doonan Natural
Hazard: Landslide & Flooding Overlay (Map OM9.3) in Appendix C and figure 2 below for further details.
DEVELOPMENT SITE
Figure 2: Noosa Shire Council Flood Overlay
Bornhorst + Ward Pty Ltd
Level 4, 67 Astor Terrace, Spring Hill, Qld 4000 Page 2
Ph. (07) 3013 4699 / [email protected]
A.B.N. 78 010 151 354
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