Report Deep Dives

Exception Test for flood risk: the two limbs explained

7 min readBy PlanScope Editorial Team

The exception test has two limbs and both must be passed, argued with completely different evidence. Here is when it is engaged, what each limb needs, and how to present residual risk so the decision stands up.

The flood exception test structure is two limbs, and both have to be passed. The first asks whether the development would provide wider sustainability benefits to the community that outweigh the flood risk. The second asks whether it will be safe for its lifetime, taking account of the vulnerability of its users, without increasing flood risk elsewhere and, where possible, reducing it overall. Failing either one fails the test, and the two are argued with completely different evidence.

It only arises after the sequential test. An exception test submitted without a sequential test is answering the second question before the first, and case officers send it back.

When the exception test is engaged

Two things determine it: the flood zone and the flood risk vulnerability classification of the proposed use.

Vulnerability Zone 2 Zone 3a Zone 3b
Essential infrastructure Permitted Exception test required Exception test required
Highly vulnerable Exception test required Not permitted Not permitted
More vulnerable Permitted Exception test required Not permitted
Less vulnerable Permitted Permitted Not permitted
Water-compatible Permitted Permitted Permitted

Read the classification carefully, because it decides everything that follows. Housing is more vulnerable. Basement dwellings and caravan sites for permanent residential use are highly vulnerable. Shops, offices and most commercial uses are less vulnerable. Getting this wrong at the start means an assessment that answers a question nobody asked.

The zone comes from the Environment Agency's flood map for planning, refined where necessary by modelling in the site-specific assessment. Where a strategic flood risk assessment has mapped Zone 3b for the area, use it, because the functional floodplain is rarely shown on the national map.

The test can also be triggered by the sequential test failing, and the two documents should be submitted together, with the Sequential Test establishing that no reasonably available sites exist in a lower zone before the Exception Test takes up the argument.

The sustainability benefits limb

This is a planning argument, not a hydraulic one, and it is where most exception tests are thin.

The benefits have to be wider sustainability benefits to the community, and they have to outweigh the flood risk. So the section needs to state the risk in terms someone can weigh: the depth, the hazard rating, the number of people exposed, the frequency. Then set the benefits against it.

The benefits that carry weight are the ones evidenced elsewhere in the application: affordable housing delivered against an identified need, regeneration of a site with a recorded problem, employment floorspace in an area with a shortfall, infrastructure or open space provided, contamination remediated, a derelict building brought back into use. Housing numbers alone are weak unless tied to a supply position.

Two failure modes recur. Generic benefits that any development anywhere would deliver, which are not wider sustainability benefits to this community. And benefits asserted without a source, where the assessment claims a local need that the local plan evidence base does not support.

Cross-refer rather than repeat. If the affordable housing case is made in another document, cite it and quote the figure rather than restating the argument in different words.

The safety limb over the development's lifetime

Lifetime is a defined period in national guidance, taken as 100 years for residential development and 60 years for most commercial development, and it is why climate change allowances matter so much here.

The safety assessment therefore has to model the design event with the appropriate climate change allowance applied. The Environment Agency publishes peak river flow and peak rainfall allowances by river basin district and time period, and they are revised, so state the version used and the date it was accessed. Using the wrong allowance is the single most common technical criticism of an exception test.

Safe means four things together. People inside the building are safe. People can leave, or can stay safely. Flood risk elsewhere is not increased. And where possible, overall risk is reduced.

Compensatory storage is the usual mechanism for the third of those on floodplain sites. Provide it on a level for level, volume for volume basis, show it on a drawing with levels, and demonstrate it is hydraulically connected to the floodplain it replaces. A compensation area that does not flood until a greater event than the one it compensates for does not work.

Floor levels, access and evacuation

Finished floor levels are set above the design flood level with freeboard, commonly 300 millimetres, and the level should be stated as a figure above ordnance datum rather than as a relative dimension.

Access and egress is where schemes fail. The hierarchy is straightforward: dry access is best, safe access at a low hazard rating is acceptable, and a scheme relying on rescue is not safe. Show the route on a drawing, with the depth and velocity along it in the design event, and assess it against the published hazard rating approach rather than asserting it is walkable.

Where dry egress cannot be achieved, the fallback is safe refuge within the building above the flood level, with a flood warning and evacuation plan. Two cautions on that. The plan needs to be agreed with the local authority's emergency planning team, because the Environment Agency does not approve evacuation plans. And a refuge strategy is much harder to justify for highly vulnerable uses or for occupants who cannot self-evacuate.

Resistance and resilience measures belong here too: raised services and sockets, closed-cell insulation, solid floors, removable barriers, and a statement of who maintains them.

Residual risk and how to present it

Residual risk is what happens when the design assumptions fail, and an assessment that omits it will be asked for it.

Cover four scenarios explicitly. Overtopping or breach of any defence the site relies on, including the breach location and the resulting depths. Blockage of a culvert or trash screen upstream. An event exceeding the design standard, usually shown as the 1 in 1000 year outline. And failure of any pumped drainage system.

Present each with the consequence and the management response, and be honest where the consequence is serious. A well-written residual risk section that acknowledges a deep breach scenario and explains the refuge and warning arrangements reads far better than one that quietly omits the defence failure case.

Surface water and foul drainage sit alongside this rather than inside it, and the detail belongs in the Drainage Strategy with its own consultee and its own calculations.

The Environment Agency and the local flood authority

The Environment Agency is a statutory consultee for development in Flood Zones 2 and 3, and for sites of one hectare or more in Zone 1. It comments on fluvial and tidal risk, defences, floodplain compensation and the modelling. Minor development is often covered by standing advice rather than a bespoke response.

The lead local flood authority is the statutory consultee for surface water on major development, and it comments on drainage rather than on the exception test itself.

Engage both before submission where the case is finely balanced. An agreed modelling approach, confirmed in writing, removes the most damaging kind of objection, which is the one that arrives at week six and disputes the baseline.

Recording both limbs so the decision is defensible

The decision maker has to be able to record that both limbs are passed. Make that easy.

Structure the document with a section for each limb, a clear statement of the conclusion on each, and a short summary at the front that an officer can lift into a committee report. List the benefits relied on with their source. State the design event, the climate change allowance and its version, the finished floor level and the egress conclusion. And state plainly what the residual risk is.

Flood risk work is specialist, councils generally expect a suitably qualified author for the modelling, and professional review before submission is strongly advised. A drafted Flood Risk Assessment gives you the structure and the policy framing, and the hydraulics still need the engineer.

To see which flood and drainage documents a site is likely to need, enter your postcode on PlanScope and work through the guided questions.

This is general guidance, not legal advice, so check the position with your local planning authority or a qualified professional before relying on it. For specialist technical reports, qualified professional input may be required. PlanScope provides AI-assisted draft reports for planning applications. Reports should be reviewed before submission. We do not guarantee planning approval.

Frequently asked questions

What are the two limbs of the flood exception test?

First, that the development would provide wider sustainability benefits to the community that outweigh the flood risk. Second, that it will be safe for its lifetime taking account of the vulnerability of its users, without increasing flood risk elsewhere and, where possible, reducing risk overall. Both limbs must be passed for the test to succeed.

When is the exception test required?

It depends on the flood zone and the flood risk vulnerability of the use. Highly vulnerable development in Zone 2, more vulnerable development in Zone 3a, and essential infrastructure in Zones 3a and 3b all require it. It is reached only after the sequential test, which has to be submitted alongside it.

What lifetime should a flood risk assessment use?

National guidance takes 100 years for residential development and 60 years for most commercial development. That period sets which climate change allowance applies, so state the allowance used, the river basin district and the epoch, along with the date the published allowances were accessed, because they are revised.

What counts as safe access and egress?

Dry access is best. Safe access at a low hazard rating is acceptable where depth and velocity along the route are assessed against the published hazard approach and shown on a drawing. A scheme that relies on rescue is not safe. Where dry egress is impossible, safe refuge above the flood level with a warning and evacuation plan is the fallback.

Who approves a flood evacuation plan?

The local authority's emergency planning team, not the Environment Agency. The Agency is a statutory consultee on development in Flood Zones 2 and 3 and on sites of one hectare or more in Zone 1, commenting on fluvial and tidal risk, defences, compensation and modelling, but it does not approve evacuation arrangements.

Sources and further reading

flood riskexception testsequential testclimate change allowancesenvironment agency

This article is general guidance about the planning system in England and, where stated, the rest of the UK. It is not legal or professional advice. Check your local planning authority’s validation requirements and take professional advice for your specific site.

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