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2017-01-16 General Committee Meeting Notes
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RECOMMENDATIONS ONLY – NOT THE FINAL DECISION OF COUNCIL
GENERAL COMMITTEE MEETING 16 JANUARY 2017
58. 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.
59. 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.
60. 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)
61. 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.
62. 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.
63. 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)
64. All stormwater from UFAs must be captured and drained to the approved SQUID.
65. The SQUID (treatment tank/ Stormwater 360 pods filter cartridges & detention
tank) intended to be installed as part of the stormwater drainage system for the
UFA, must incorporate the following design measures as a minimum:
a. steel bars or trash gates with at least 20mm spacing;
b. filtration devices such as sand filters or gross pollutant traps capable of
removing litter (diameter greater than 5mm) and at least 70% of fine
sediments (>125µm).
c. a wastewater treatment device, such as an oil and hydrocarbon separator,
triple interceptor or equivalent, capable of removing droplets larger than
60µm (i.e. corresponding to outlet discharge of approximately 15mg/L) and
to a point where there is no visible sheen or odour on stormwater. This
device is to be able to meet these requirements during a storm up to the 2
year ARI-6 minute design rainfall event without surcharging or backing up
the drainage system.
d. flow cut-off valves are to be installed at the outlet from the separator to use
in case of an emergency or cleaning operations.
e. be maintained in accordance with the manufacturers recommendations.
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