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<p>(a) Yes. HS2 Ltd has identified that part of the Alexandra and Ainsworth Estate
is built on piled foundations. As the planned tunnel is approximately 40m deep at
this location, there is no risk of the piles intersecting the tunnel. The significant
depth also means the ground movement and differential settlement at the surface is
likely to be small. A Phase 1 green field ground movement assessment and a Phase 2
ground movement has been undertaken along the route. As these buildings are listed,
there will also be a phase 3 assessment, which will take account of the unique features
of the building and its foundations.</p><p> </p><p>HS2 Ltd has received no representations
on these issues.</p><p> </p><p>(b) Yes, HS2 Ltd has identified that part of the Alexandra
and Ainsworth estate is built on piled foundations. The building will be subject to
a survey in accordance with Information Paper C3 which forms part of the High Speed
Rail (London to West Midlands) Act 2017.</p><p><strong> </strong></p><p><strong> </strong></p><p>(c)
The ground movement at the building, using conservative volume loss assumptions, is
between 1 and 7mm. In practice the experience of driving tunnels on Crossrail and
HS1 in similar ground conditions demonstrates that the tunnels will be driven to a
lower volume loss resulting in less movement. The tunnel boring machines specified
for HS2 are high performance machines designed to minimise ground movement at source.
This means there should be no need for the mitigations referred to.</p>
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