
Constraints and Opportunities
The identified constraints and opportunities allow for the creation of a distinct area that naturally extends the village. This can be achieved through thoughtful design, the layout of the new homes, landscaping, and both physical and visual connections.
Constraints and Opportunities Plan
Site Boundary
SANG route
Primary roads
Bus route
Public rights of way
Opportunity to upgrade existing PROWs and footpaths
Existing bus stop
Leighton Buzzard cycleway
0.5m contours
Slope
Lakes and ponds
Existing trees and hedgerows with tree gradings
Local green space
Dense hedgerows & vegetation blocking views between site and park
Overhead power cables
Opportunity for SANG (approx. 2.3Km walking trail)
Sensitive site edge
Sensitive area exposed to distant views
Glimpsed views towards the site
Long range view to wider landscape setting & Mentmore towers
Sensitive area (proximity to scheduled monuments)
Conservation Area
Listed buildings (Grade I-II*-II)
Scheduled monument
Parks and Gardens Grade II*
Noise constraints
Edge of development
Existing and proposed vehicle access
Opportunities for pedestrian access
Existing pedestrian access
Foul sewer line
Location for heritage information boards

Existing tree canopy entents.png
Movement
The site is well located from a transport perspective, with existing bus stops located less than 300m walking distance from the centre of the site which are served by frequent cross-county bus services, providing connections to Milton Keynes and Aylesbury (service 100, 165, and the X4 cross-County). The proposed replacement bus stops on Leighton Road are only c. 100m from the centre of the built development. The site is also well located in the context of Wing itself, with the majority of facilities and amenities accessible within 1km.
Early engagement with Buckinghamshire Council Highways has been ongoing to understand the necessary sustainable travel infrastructure requirements for the site (walking, cycling, public transport), with Highways support for vehicular access to the site via a new priority junction onto Well Lane, utilising a proposed improved priority T-junction with the A418 Leighton Road.
Movement Plan
Site Boundary
Existing primary roads
Existing secondary roads
Existing tertiary roads
Existing bus stops
Proposed Bus Stops
Proposed pedestrian/cycle access
Proposed vehicular access
Proposed toucan crossing
Existing Leighton Buzzard cycleway
Proposed improvements to cycleway
Existing footpaths
Proposed footpaths
Proposed SANG route
Proposed traditional carriageway
Proposed shared surface
Drainage
A Flood Risk Assessment for the site is being completed as part of the planning application, and shows that, based on Environment Agency flood mapping, the site is located outside of areas of flood risk.
To ensure that the proposed development does not cause any further flood risks, Sustainable Drainage Systems (SuDS) will be implemented throughout the site as part of the drainage strategy.
SuDS play an important role in managing surface water by mimicking natural drainage processes and contributing to the climate resilience of the proposals. It is proposed that as part of the SuDS design, swales and infiltration basins will be utilised – whose role is to retain any rainwater generated within the site and then release it back into the surrounding area in such a way as to mimic the existing arrangement. The swales and basins will be open and are designed to provide storage, water treatment and amenity benefits to the surrounding area.
All drainage is designed to accommodate all storms up to and including the 1 in 100 year (1% probability) plus climate change events, in accordance with national guidance.
As part of the planning process, Davidsons Homes will engage with the Lead Local Flood Authority, Highways and Anglian Water to ensure that all proposed drainage is adequate and meets local requirements.
Foul drainage generated within the site will be conveyed via pipes through the development to a pumping station, which will then pump the water to an existing Anglian Water foul manhole within the site.



