North Northallerton Development Area - Hambleton District Council
North Northallerton Development Area - Hambleton District Council
North Northallerton Development Area - Hambleton District Council
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
<strong>North</strong> <strong>North</strong>allerton <strong>Development</strong> <strong>Area</strong> – Masterplan Framework & Design Guidance<br />
4.19 Transport<br />
4.20 Flood Risk<br />
The access/link road is the key constraint to achieving<br />
successful movement patterns to and within the site.<br />
Phasing of the link/access road – this needs to be in<br />
place early on to prevent the Darlington Road/Yafforth<br />
Road junction becoming over capacity.<br />
The link/access road requires a structure over the<br />
railway line and Brompton Beck. Network Rail and<br />
Environment Agency requirements will need to be<br />
fulfilled.<br />
Public transport provision is currently poor for the<br />
western side of the site. If the access road is not<br />
completed at opening of the first parts of the<br />
development area an interim improvement to services<br />
and infrastructure along Darlington Road is required.<br />
Position of the access junction into the site from<br />
Darlington Road is fixed from the designed link road<br />
options as there is little land either side to relocate the<br />
proposed position. The use of a roundabout would also<br />
appear to be the most suitable means of highlighting the<br />
change of speed limit at this point.<br />
The extent of the flood plain for a 1:100yr and below<br />
event, associated with the Brompton Beck and its<br />
tributaries, renders large areas unsuitable for<br />
development.<br />
The flood alleviation works to the north of Brompton may<br />
have an effect on the developable area.<br />
NM5A slopes west away from the Brompton Beck.<br />
The general slope of the land towards the water courses<br />
is extremely shallow.<br />
Standing surface water seems to be prevalent within the<br />
site boundary.<br />
The current agreed surface water run-off rate appears<br />
quite restrictive<br />
Flood risk has been addressed by natural solutions locally to the site<br />
(new employment development at the eastern end of Thurston Road).<br />
4.21 Energy and Utilities<br />
There is insufficient sewage treatment and network<br />
capacity to support the whole development.<br />
There is insufficient electricity network capacity (at 11kV)<br />
to support the whole site.<br />
There is a foul pumping station at the site boundary<br />
requiring a 15m environmental health buffer.<br />
There is a foul water rising main within the site - can be<br />
diverted at cost.<br />
29