Agenda with Maps and Applications (21Mb) - pdf - Selby District ...

5. The development permitted by this planning permission shall be
carried out in complete accordance with the recommendations set
out in the Flood Risk Assessment dated April 2012 by JBA
Consulting.
Reason: In the interests of flood risk and drainage in accordance
with the NPPF.
6. Where development is proposed in flood risk areas, finished floor
levels should be set at a minimum of 8.35 m AOD unless otherwise
approved in writing by the Local Planning Authority.
Reason: Raising floor levels 600mm above the 1 in 100 year (plus
allowance for climate change) flood level, as identified in the
submitted FRA, this will ensure that development is not subject to
flooding throughout its lifetime.
7. Where development is proposed outside of areas at risk of flooding
but in proximity to watercourses, finished floor levels shall be set no
lower than 300 mm above adjacent ground level unless otherwise
agreed in writing by the Local Planning Authority.
Reason: This will reduce the risk of flooding to the proposed
development and future occupants, as identified in the submitted
FRA.
8. No development approved by this planning permission shall take
place until a detailed scheme (drawings and calculations) to provide
flood compensatory storage, as shown indicatively on drawing
SHER2-16-06-005 has been submitted to, and approved in writing
by, the local planning authority.
The scheme shall be fully implemented and subsequently
maintained, in accordance with the arrangements embodied within
the scheme, or within any other period as may subsequently be
agreed, in writing, by the local planning authority.
Reason: This will ensure that raising the ground in areas at risk of
flooding in a 1 in 100 year will be able to accommodate an
equivalent or greater volume of displaced flood waters without
causing flooding elsewhere.
9. Applications for the approval of the Reserved Matters referred to in
Condition No 2 shall include a surface water drainage scheme for
the site, based on sustainable drainage principles and an
assessment of the hydrological and hydrogeological context of the
development. The drainage strategy should demonstrate the
surface water run-off generated up to and including the 1 in 100
year storm will not exceed 1.4 litres/second/ hectare and that longterm
storage is provided on site for up to the 1 in 100 year plus
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