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2016-11-08 S&O Agenda - Item 1, Attachment 1 - Annual Report 2015-16
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 8 NOVEMBER 2016
60. All ground surfaces within the FDA must be constructed of impermeable materials
free of gaps and/or cracks. Suitable materials include waterproofed, reinforced
concrete or an approved equivalent.
61. The FDA must be clearly demarcated from the outer forecourt area, access roads,
general parking bays and all other areas to clearly delineate the higher contamination
risk area from lower risk areas. Acceptable demarcation methods include a painted
line on the ground, roll-over bunds, drainage lines or different coloured impermeable
material.
62. The canopy installed over FDA must be designed to minimise the amount of rain
entering the dispensing area and shall overhang by a horizontal distance of at least
one-quarter of the roof height out from the vertical above the boundary of the
demarcated fuel dispensing area as per drawing B16239-CSK01.
63. Stormwater from roofed areas must be directed away from the FDA catchment.
64. The area within the FDA must be graded and drained to a containment vessel (or
collection sump) with no connection to stormwater or sewer or above ground
detention tank (i.e. a ‘blind sump’). Acceptable materials of construction include
precast concrete with a minimum certified design life of 50 years, designed in
accordance with AS 3600-2009 Concrete structures. Other materials of construction
may be used where approved by Council.
65. The containment vessel must have a capacity to hold a volume equivalent to at least
that of the largest tanker compartment likely to be delivering fuel to the site plus an
allowance for windblown rain (i.e. no less than 10,000litre capacity). Windblown rain
allowance in m3 (Vr) can be calculated using the following
equation: Vr = 0.005 x 3 x Po where Po is the total length of the open perimeter of the
canopy in metres.
66. Signage indicating the rate of flow must be provided for drainage inlets in the FDA.
Examples include 'Flows to blind sump', or 'Flows to containment facility'. Signage is
to be painted or otherwise indicated around the drain inlets.
67. Where fuel deliveries are intended within the FDA, the standing area must be clearly
demarcated and graded to the FDA containment vessel as per drawing B16239-
CSK01.
68. A liquid-tight dispenser sump must be installed under each dispensing unit. It is to be
designed to house all pipework joins and fittings and to collect and contain any leak
from contaminating the surrounding soil/groundwater.
Uncovered Forecourt Area (UFA)
69. All ground surfaces of UFA liable to contamination from vehicular activities must be
constructed of impermeable materials, free of gaps or cracks. Suitable materials
include asphalt, waterproofed, reinforced concrete or an approved equivalent.
70. Signage indicating the rate of flow must be provided for drainage inlets in the UFA.
Examples may include 'flows to stormwater treatment system' or 'flows to creek'.
Signage is to be painted or otherwise indicated around the drain inlets.
71. Road tanker delivery stands located within the UFA must be clearly demarcated and
sited away from buildings, traffic areas, dispensing areas and emergency escape
routes. The road tanker delivery stand is to be normally drained to the UFA
stormwater quality improvement device (SQUID), however, diversion valves are to be
engaged during fuel delivery operations to divert drainage to the FDA containment
system (blind sump).
Stormwater Quality Improvement Device (SQUID)
72. All stormwater from UFAs must be captured and drained to the approved SQUID.
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