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2014-12-18 Ordinary Meeting Agenda
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ORDINARY MEETING AGENDA 18 DECEMBER 2014
Driveway and Internal Roads
12. Sealed crossovers must be provided for the two accesses to the site in
compliance with the following:
a. IPWEAQ Standard Drawing SEQ R-056.
b. Designed and certified by a RPEQ
c. Have a minimum width of 4.0m at the property front boundary line.
13. Internal roads must:
a. Have a minimum width of 3.0m and widened where necessary to provide
passing opportunities for vehicles using the site.
b. Be all weather construction (sealed or compacted gravel) suitable for the
anticipated traffic and load of vehicles using the site.
c. Be provided with adequate stormwater drainage that prevents undue
erosion or surface deformation or settlement.
Excavation and Filling
14. All earthworks shall be undertaken in accordance with the provisions of AS
3798 “Guidelines on Earthworks for Commercial and Residential
Developments”.
Stormwater Drainage
15. Stormwater drainage works and water quality devices and measures must be
provided and maintained in accordance with the approved engineering plans
and in compliance with the Stormwater Quality Management Plan included in
the Stormwater Drainage for No 154 Holts Rd Cooroy Report dated 26
September 2014, Ref No: 1432 IWMP.doc, prepared by Callaghan & Toth.
Particular attention must be given to the construction and maintenance regime
of the two proposed Sediment Basins. The drainage works and basins must be
certified by an RPEQ on completion.
16. Stormwater runoff from the development must be disposed of on-site without
causing scour or damage to the subject site, the dam or any adjoining property.
Erosion and Sediment Control
17. The developer must ensure non-essential, short or long term, exposure of soil
is prevented by minimising the duration of soil exposure to adverse weather
conditions and effectively turf or stabilise any exposed area without delay and
prior to rainfall occurring.
18. The developer must ensure sediment does not leave the site or enter onto
adjoining properties or the dam on the site due to surface runoff on tyres of
vehicles and/or machinery. The developer must implement appropriate
approved erosion and sediment control measures throughout the site during all
phases of construction and the ongoing operation of the site.
19. Prior to the completion of the development, all site surfaces must be effectively
stabilised using methods which have achieved effective short-term stabilisation
and which will continue to achieve effective stabilisation in the medium to long-
term. For the purpose of this condition, an effectively stabilised surface is
defined as one that does not, or is not likely to result in visible evidence of soil
loss caused by sheet, rill or gully erosion or lead to sedimentation, or lead to
water contamination.
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