Council archive · source document
Volume 2 - Code Responses · 132006.823
COLUMN 1 COLUMN 2 ASSESSMENT
SPECIFIC OUTCOMES PROBABLE SOLUTIONS (if code assessable)
subsequently overlaid with a minimum of 500 mm
of clean compacted fill capping layer.
Part of the proposed Stage 3 Viridian development
includes construction work in the area where the
cell is currently located. Options, including
transferring the cell to another portion of the site,
have been considered. However, it is proposed to
remove all material contained in the cell to an off-
site waste containment facility. All works will be
undertaken in accordance with authority from the
EPA. The removal will be undertaken in advance
of construction.
Haulage activity and amenity
O7 S7.1 Complies with specific outcome.
Haulage of material to and from a site ensures No solution provided. Cut to fill earthworks are being designed for the
a) minimal disturbance to neighbouring properties development. An earthworks balance is possible
and properties along the haulage route; and and levels are being established to achieve this. If a
b) Council s road infrastructure including balance cannot be achieved fill material will need
pavements is not adversely affected. to be imported to the site with a maximum
quantity of 5,000m3 being a realistic upper limit.
The contaminated material currently stored in a
containment cell will need to be removed from the
site. Careful consideration will be given to the
removal process such that access to and from
Viewland Drive creates the least possible
disturbance. The contractor will be limited in the
number of heavy vehicles accessing Viewland
Drive per day by careful control of scheduling of
deliveries and removal of material. Therefore no
impact will result on properties along a haulage
route or on Council road pavements.
Volume II: Code Responses
Viridian Noosa Project
Viridian Stage 3
Water Sensitive Design Code 11 April 2006 Page 134
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