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AC1345BFIRE precinct F_FINAL
Attached to the e-mail 132005.1133.5 - Bushfire Management Plan - Noosa Springs Precinct F - Email 3 of 3.
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5.0 FIELD BUSHFIRE HAZARD ASSESSMENT
5.1 Methodology
Methodology was generally based on established best practice Bushfire Management
Guidelines.
5.2 Site Assessment
Duke Environmental performed a Site Assessment on 19 October 2015 for
approximately two (2) hours over the site and adjoining Precinct E2 (Lot 6).
Methodology employed was aimed at providing a field based assessment of the site in
terms of bushfire hazard, relevant to the proposal. The site was assessed, generally
against the following criteria:
Estimated Fuel Load (t/ha);
Slope;
Aspect; and
Vegetation.
5.2.1 Estimated Fuel Load (t/ha)
Fuel loads were estimated for the various vegetation communities observed
on the site and the adjoining site to the east following site inspection. Potential
fuel loads have been determined in accordance with Table 1 of the State
Planning Policy – state interest technical manual, Natural Hazards, Risk and
Resilience, A “fit for purpose” approach in undertaking natural hazard studies
and risk assessments
Table 5.1
Estimated Fuel Loads
VHC VHC Description Potential Fuel Load (t/ha)
4 Heath communities 27
6 Cypress and Casuarina 20
7 Open forest/woodlands – 19
grassy
* Refer Section 6.1 for fuel hazard assessment details
5.2.2 Slope
The site assessment confirms the general details of the desktop assessment
regarding slope. The site was observed with topography generally analogous
with Undulating (>5% to 10%) to Rolling Hills (>10% to 20%), with the
exception of the steep sand slope central to the site which is devoid of
vegetation.
5.2.3 Aspect
Site assessment confirms that the building envelope is characterised by a
westerly aspect.
AC1345BFIRE Rev. 1
August 2016
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