Cowes Port Handbook 2014-2015 April 2014 | Page 24
COWES PORT HANDBOOK 2014 - 2015
Impact on Racing
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The ‘Construction Zone’ will have some impact on the racing and start
lines in the harbour, however, CHC has and will continue to consult
with all yacht clubs during the construction to ensure that the impact is
kept as low as possible and details will be included in the various Sailing
Instructions as well as the Cowes Local Notices to Mariners. The ‘Exclusion
Zone’ will be reduced in size when the construction permits. See the ‘Race
Start Lines’ diagram on page 85.
Impact on Harbour & River Users
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The vast majority of associated breakwater works will be confined to
the ‘Construction Zone’ with little direct impact on the Inner and Outer
Fairways. An increase in the density of small craft between No. 1 and 2
fairway buoys can be expected; small craft are strongly recommended
to use the Small Craft Channel where practicable.
2014 Breakwater Construction Programme
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Stage 1 - An initial 1.5m layer of sand and gravel will be installed using
a small trailer dredger, discharging via a 300m floating pipeline to a 30m
sprayer barge anchored west/east along the line of the breakwater. See
Figures 2 & 4.
Stage 2 - Once the initial layer is sufficiently progressed, the installation
of a series of wick drains can commence using a stitcher sited on a large
barge. The purpose of these drains is to draw the water from the seabed
up to the surface, which in turn will increase the ground bearing capacity
of the seabed. S ee Figure 3.
Stage 3 - Once the drain installation has been finalised, a geotextile
membrane will be laid on top of the sand and gravel layer. This process
will be achieved using a large barge and a multicat. After necessary checks
have been made regarding alignment, the geotextile will be weighed
down with sand bags or similar.
Boskalis Westminster
Fig 2. Dredger and pipeline
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