Reference Document - RAL26 0015 - Bushfire Hazard Assessment (As Published) · RAL26/0015

                 Bushfire Hazard Assessment & Management Plan v2                                    NCES REF: J001445
                 434 Lake Cooroibah Rd Lake Cooroibah, QLD



                               2. Are designed to ensure a potential available fuel load is maintained at less than
                                  8 tonnes/hectare in aggregate and with a fuel structure that remains
                                  discontinuous.
                     •    The Lot 8 driveway corridor to the north and east of the Lot 7 building envelope be
                          maintained in a low fuel load state.
                     •    The extent of VHC 9.1 does not expand within the site.
                     •    All future Lot 7 boundary fencing and any fencing within Lot 7 comprise either non-
                          combustible materials, hardwood fencing, or a pine post and rail design. Pine paling
                          fencing is not to be used. Any timber fencing does not fix directly to buildings and is
                          provided with a minimum 1m separation comprised of non-combustible materials (i.e.
                          a tubular steel/aluminium swing gate.
                 A further detailed description of landscaping requirements is detailed in Section 5.6
                 Landscaping and Regrowth.

                 6.3 Water Supply
                 The availability of a reliable water supply for firefighting purposes is a vital tool in the defence
                 of bushfire impact.
                 The new lot will not be serviced by the reticulated town water supply. The new water supply
                 to Lot 7 should therefore satisfy Assessment Benchmark 4 of the SPP Bushfire 2019, which
                 references the QFES 2019 Bushfire Resilient Communities document for information
                 regarding appropriate static water supply. Section 9.1 of Bushfire Resilient Communities’
                 states:
                 An appropriate static water supply (in bushfire prone areas where reticulated supply is not
                 provided) to support effective emergency services response includes a water tank that is
                 available solely for firefighting purposes and can be accessed by firefighting appliances. The
                 water tank is to be provided within 10 metres of each building (other than a class 10 building),
                 which:
                 a) is either below ground level or of non-flammable construction;
                 b) has a take-off connection at a level that allows the following dedicated, static water supply
                 to be left available for access by firefighters:
                 i.10,000 litres for residential buildings;
                 Lot 7 is expected to host residential buildings hence provision of 10,000 litres supply located
                 within 10 metres of each residential building on the lot is required.
                 Pumps used for powering the water supply are to comprise petrol powered pumps with a
                 minimum flow capacity of 7.5L /sec (i.e. Honda fire fighter pump etc). The tanks are to be
                 provided with a 50mm male camlock fitting to enable QFES to access the water supply and
                 be provided with sufficient hose length to circumference the dwelling. A 50mm blue lay flat
                 hose or similar is recommended. Plate 9 outlines an example of a reserve water supply in a
                 standard tank.




Document Set ID:©24816699
                    2026                                             22
Version: 1, Version Date: 25/05/2026