Dropped kerb / crossover
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Flood Risk
Highways & Transport
Policy Weight
Inspector’s Reasoning
Appeal Decision
Site visit made on 3 March 2026
by A Caines BSc (Hons) MSc MRTPI
an Inspector appointed by the Secretary of State
Decision date: 10 March 2026
Appeal Ref: 6004174
256 Bury Street West, Edmonton, London N9 9LB
• The appeal is made under section 78 of the Town and Country Planning Act 1990 (as amended)
against a refusal to grant planning permission.
• The appeal is made by Miss Harita Georgallides against the decision of the Council of the
London Borough of Enfield.
• The application Ref is 25/03057/HOU.
• The development proposed is a dropped kerb / crossover.
Decision
1. The appeal is allowed and planning permission is granted for a dropped kerb /
crossover at 256 Bury Street West, Edmonton, London N9 9LB in accordance with
the terms of the application Ref 25/03057/HOU, subject to the following conditions:
1) The development hereby permitted shall begin not later than three years from
the date of this decision.
2) The development hereby permitted shall be carried out in accordance with
drawings: Location Plan; Crossover Plan.
Main Issues
2. The main issues are:
• The effect of the development on highway safety;
• Whether adequate drainage arrangements have been demonstrated to
prevent surface water run-off onto the public highway.
Reasons
Highway safety
3. The Council contends that reversing movements onto or off Bury Street West
would be harmful to pedestrian and highway safety, and would impede public
transport movements. However, the Council’s own Revised Technical Standards
for Footway Crossovers (2013) confirms that domestic crossovers are “not
generally intensively used” and that it may be acceptable for vehicles to reverse
either onto or off the highway, with acceptability dependent on factors such as
visibility, footway width, traffic volume and speed, and the presence of
specific hazards.
4. Bury Street West at this location is a wide section of carriageway, subject to a
20mph speed limit, and with clear visibility in both directions. There is no street
furniture or planting nearby that would obstruct sightlines. Nor is any substantive
Appeal Decision 6004174
2
evidence before me to indicate that this part of the road experiences congestion or
unusually high levels of pedestrian activity.
5. Furthermore, this side of Bury Street West already contains several established
crossovers, including those serving the adjoining properties at Nos 254 and 258.
Vehicles using these neighbouring crossovers necessarily perform reversing
manoeuvres in circumstances materially similar to those that would arise at the
appeal site. There is nothing before me to suggest that such movements currently
give rise to highway safety problems.
6. The proposed crossover would enable the front garden to function as an off-street
parking space in a manner consistent with the neighbouring properties. At
approximately 5 metres in depth, the space would be sufficient to accommodate a
vehicle entirely within the property, without overhang of the footway. The removal
of an on-street parked vehicle is likely to improve the passage of vehicles,
including buses, along this part of the road rather than impede it. It would also
have a modest positive effect on the visibility available to drivers emerging from
the adjacent crossovers.
7. Policy DMD 46 criterion f) of the Enfield Development Management Document
2014 (DMD) states that vehicles should be able to enter and exit a crossover in
forward gear. However, the supporting text to the policy confirms that applications
will be assessed on a case-by-case basis. It further explains that permission may
still be granted where it can be demonstrated that a vehicle can safely exit a
driveway in reverse gear without detriment to traffic flow, including bus
movements. In this case, the width of the carriageway, the low-speed environment
and the clear visibility in both directions indicate that reversing manoeuvres could
be undertaken safely and without impeding traffic. The presence of comparable
crossovers in the immediate terrace, used in materially similar circumstances,
reinforces this conclusion.
8. Paragraph 116 of the National Planning Policy Framework states that development
should only be prevented or refused on highways ground if there would be an
unacceptable impact on highway safety, or the residual cumulative impacts would
be severe. For the reasons set out above, I have not been presented with
persuasive evidence that the proposal would result in an unacceptable impact on
highway safety, or severe cumulative effects.
9. I therefore conclude that the development would not be prejudicial to highway
safety at this location. Thus, it complies with Policy DMD 46 and Core Policies 24
and 30 of the Enfield Core Strategy 2010 (CS), insofar as they relate to matters of
highway safety.
Surface water run-off
10. The Council’s second refusal reason concerns the absence of drainage details and
cites conflict with a wide set of policies. Most of these relate to the management of
surface water within the context of flood risk, sustainable drainage design, or wider
environmental infrastructure objectives.
11. The Council does not, however, identify any site-specific sensitivity, such as the
appeal site being within an area at risk of flooding, or any known local drainage
infrastructure constraints. Nor does the delegated report explain how the proposal
would conflict with the aims of the cited policies.
Appeal Decision 6004174
3
12. The evidence before me indicates that the front garden at No 256 has been hard
surfaced for a considerable time. My observations confirmed that the surfacing
slopes gently downwards away from the public highway, directing surface water
towards the dwelling and within the curtilage. This arrangement is consistent with
the Council’s Revised Technical Standards for Footway Crossovers, which permit
impermeable surfaces where rainwater drains into land within the boundary of the
property and does not discharge onto the footway. As the proposal would not
materially increase the extent of impermeable surfacing or alter the existing
drainage pattern, it is not necessary to impose a condition requiring further
drainage details.
13. In conclusion, I find no substantive evidence to support the Council’s assertion that
the proposed crossover would lead to harmful surface-water run-off onto the
highway, nor any clear link between this minor form of development and the
broader flood-risk policies it has cited. Thus, the development complies with the
relevant drainage aims of CS Policies CP21, CP24, CP28, CP29, and DMD
Policies DMD45, DMD49 and DMD59. While the Council also refers to Policies
DMD46 and DMD47, neither policy contains criteria relating to drainage, and I find
no conflict with them.
Conditions
14. I have imposed the standard time limit and approved plans conditions to provide
certainty. No other conditions were suggested by the Council.
Conclusion
15. For the reasons given above, the appeal should be allowed.
A Caines
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