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8. APP G. Engineering RFI Response
Attached to the e-mail MCU14/0102 - Response to Information Request - Email 2 of 2..
Original PDF page 27, section 1. The text section number identifies this passage in the reader.
is required to be installed to collect vehicle dispensing spillage, blown in rain and tanker delivery
spillages.
It is recommended to engage a suitably qualified hydraulic consultant to design the Fuel
Dispensing Area (FDA), Uncovered Forecourt Area (UFA) and the tanker unloading area
hydraulic management systems.
CONSTRUCTION PHASE WATER QUALITY
An Erosion Hazard Assessment has been carried out for the proposed development – refer to
Appendix I for a copy of the completed Noosa Council form. As a result of this assessment, it
was determined that the site is a ‘low’ risk. During the construction phase of the development,
an Erosion and Sediment Control Program (ESCP) will need to be implemented to minimise
water quality impacts. A detailed Erosion and Sediment Control Program will be employed
throughout the site.
Details of the ESCP measures shall be provided on the operational engineering drawings for
the site earthworks and civil engineering works. The contractor shall be responsible for the
provision of the construction phase water quality objectives which shall be enforced by the
preparation and implemention of an Erosion and Sediment Control Program.
The ESCP shall be provided to all people involved with the construction, including sub-
contractors, private certifiers and regulators. These guidelines will be formed in accordance with
the Healthy Waterways Fact Sheet ‘Erosion and Sediment Control Management Plans’ and the
‘Best Practice Erosion and Sediment Control Guidelines.’
139 Eumundi Noosa Road & 30 Lionel Donovan Drive, Noosaville Service Station and Retail Site—Stormwater
Management Plans
Hyder Consulting Pty Ltd-ABN 76 104 485 289 15
f:\aa007595\f-reports\f0002-aar-aa007595 sbswmp report\f0002-aa007595-aar-04.-smp.docx
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