Do you need a flood risk assessment to convert a house into flats?

Posted on 7th May, 2026
by Jackie Stone

Estimated reading time 20 minutes

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Usually, yes. A flood risk assessment when converting a house into flats is required wherever the site sits in Flood Zone 2 or 3, and in a growing number of Flood Zone 1 cases too. Flats are still homes, so the flood rules for any dwelling apply here and a flood risk assessment for planning is what evidences them. The second document is the one that catches people out. Subdivision multiplies the foul water leaving the site, so councils regularly ask for a drainage strategy on a scheme with no extension and no extra hard surfacing at all.

One house becoming four flats does not change the building's footprint, but it quadruples the design peak foul flow the water industry uses to size a sewer connection.

This guide covers separate, self-contained flats made out of a single dwellinghouse. Letting rooms to sharers who use a common kitchen or bathroom is a different thing. That is a house in multiple occupation, and a different set of triggers applies. Our guide to a flood risk assessment for a change of use to an HMO is the one you want. The August 2026 rewrite of the National Planning Policy Framework sharpened both routes, and what follows is what a flats conversion now has to prove.

What counts as converting a house into flats?

Splitting one dwellinghouse into two or more self-contained flats is a material change of use, it always needs planning permission, and none of that turns on a matter of judgement or degree. It is written into the primary legislation, and section 55(3)(a) of the Town and Country Planning Act 1990 deems the subdivision to be development whatever the scale.

For the avoidance of doubt it is hereby declared that for the purposes of this section — the use as two or more separate dwellinghouses of any building previously used as a single dwellinghouse involves a material change in the use of the building and of each part of it which is so used.

Section 55(3)(a), Town and Country Planning Act 1990

The closing words matter, because each resulting flat is itself the subject of a material change of use, and so is the building as a whole. Internal works alone are not development under section 55(2)(a). That is why a straightforward subdivision is a pure change-of-use application even where nothing structural happens, and why a lawful development certificate is no shelter from the flood rules that follow.

There is no permitted development route, and the General Permitted Development Order says so expressly: Class L bars any development that would create two or more separate dwellinghouses out of a building previously used as one. Class MA, Class Q and Class O convert non-residential buildings into homes; none subdivides an existing house. The one route that adds flats to a house, Class AD, builds them above the roof rather than inside the shell, and lists flooding risk as a prior approval matter in its own right.

In both 2023-24 and 2024-25, the two permitted development rights that allow flats to be built above an existing house delivered zero net additional dwellings in England.

The numbers are small. MHCLG's housing supply statistics record 3,850 net additional dwellings from conversions in England in 2024-25, about 2 per cent of net supply and 12 per cent down on the year before. Each one still has to clear the same flood and drainage bar as a housing estate, on a site the owner already lives on rather than one a developer chose.

What the August 2026 NPPF requires

Flood risk now sits in a dedicated Chapter 18 of the National Planning Policy Framework, with Policies F1 to F9, and the flood zones, vulnerability classes and compatibility table have moved into a new Annex F. Four policies decide a flats conversion. None of them removes the need for evidence.

  • Policy F4 requires a site-specific flood risk assessment for all development in Flood Zones 2, 3a and 3b, and for a widening set of Flood Zone 1 sites.
  • Policy F5 keeps changes of use outside the Sequential Test, with caravan, camping, chalet, mobile home and park home sites the only exclusions. The Exception Test follows the same line.
  • Policy F7 is refusal-worded, and all five of its limbs have to be met. They run from siting the most vulnerable elements in the lowest risk part of the site to proving flood risk is not raised elsewhere.
  • Policy F8 requires sustainable drainage to be designed to the 2025 National Standards. The old Framework reserved that duty for major schemes. It now reaches development of any scale.

Policy F7 does not ask whether a scheme is broadly acceptable. It says it should be refused unless every one of its five tests is met.

One citation trap comes with it. The Planning Practice Guidance on flood risk was last revised in September 2025 and still cites the retired December 2024 paragraph numbers and Annex 3, and so do the Environment Agency's own pages. The substance has not changed, but a report quoting paragraph 173 in late 2026 tells a case officer how recently it was written. Our explainer on the August 2026 NPPF changes maps the old paragraphs onto the new policies, and our NPPF flood risk guidance sets out what the Framework now asks of an assessment, a sequential test and a drainage strategy.

Does converting a house into flats increase flood vulnerability?

No. That is the first thing to establish, because it decides which row of the compatibility table the scheme is read against, and under the flood risk vulnerability classification in Annex F, Table 2, a dwellinghouse and a flat are both "more vulnerable" uses. Subdividing one into several does not push the site up a band. That is the difference between this and an office-to-residential conversion or a barn conversion under Class Q, where the use moves from "less vulnerable" to "more vulnerable" and the tests bite on that basis alone.

One exception swallows much of that comfort. Annex F lists basement dwellings as "highly vulnerable". The note to Table 3 then says the highest category applies where a development contains different elements of vulnerability, unless the scheme is read in its component parts. So a house converted into three flats, one of them a self-contained basement flat, is a highly vulnerable development unless the council agrees to assess it part by part. In the functional floodplain neither reading helps, because Zone 3b rules out both.

What the Annex F, Table 3 compatibility matrix means for a flats conversion
Flood zoneFlats above ground (more vulnerable)Self-contained basement flat (highly vulnerable)
Zone 1AcceptableAcceptable
Zone 2Acceptable, no Exception TestException Test required
Zone 3aException Test requiredShould be refused
Zone 3b (functional floodplain)Should be refusedShould be refused

One design decision, whether the lower-ground floor becomes its own flat or stays part of a maisonette above it, can move a Zone 3a scheme from a test it might pass to an outcome policy says should be refused. Settle it early. It is a question your flood risk assessment should answer at feasibility, not at validation, and our explainer on the flood risk vulnerability classification works through Table 2 in full.

When is a flood risk assessment required for a flats conversion?

In any of these situations. The Environment Agency's guidance on flood risk assessments for planning applications states plainly that the requirement reaches minor development and changes of use just as it reaches new build, which is the sentence most conversion applicants have never read.

  • Flood Zone 2, 3a or 3b. Policy F4 requires an assessment for all development, without qualification. This is the most common trigger and the least negotiable.
  • Flood Zone 1 on a larger or flagged site. One hectare or more, inside a critical drainage area, or shown at risk from any source on the Flood Map for Planning or in the council's strategic flood risk assessment.
  • Flood Zones plus climate change. The Agency treats a site shown at increased future risk on the climate change extents as caught, which since the May 2026 mapping update pulls in more surface water sites than before.
  • Another flood source. Groundwater, sewer or ordinary watercourse risk can bring a Flood Zone 1 site into scope on its own.

One misreading recurs. Changes of use are exempt from the Sequential Test, but that exemption has never reached the flood risk assessment, so in Flood Zone 2 or 3 the assessment stands whatever the tests do. Our guides on the flood zones, the Flood Map for Planning and when you need a flood risk assessment cover the triggers, and critical drainage areas explains the designation that catches so many Zone 1 conversions.

Does the Sequential Test apply to a flats conversion?

Not to a pure change of use. Policy F5 exempts changes of use, and the Planning Practice Guidance uses subdivision into flats as its own worked example of a change of use that raises flood risk without changing the vulnerability class. So the exemption is real. It is also more fragile than most applicants assume, for two reasons that tend to surface late.

The first is that subdivision is not minor development, whatever its scale. The guidance rules out of the householder limb any proposal that would create a separate dwelling inside the curtilage of the existing one, and it names subdivision of houses into flats as the example. A flats conversion is non-major development, so it gets none of the lighter-touch latitude a genuine householder scheme enjoys.

The second is that the exemption covers a change of use, and few conversions are only that. Add a rear extension to fit the fourth unit, a lightwell, a bin store or a parking area, and the scheme stops being a pure change of use in the way Policy F5 means it. At Wraysbury in June 2024 an inspector dismissed a subdivision scheme on exactly that point.

Whilst the footprint of these extensions may only amount to some 16 sqm in total, the extension to No.61 would be in Flood Zone 3 and the extension to Nos 1-3 would be within Flood Zone 2. The reference to the 250sqm in Footnote 60 in the NPPF is to non-residential uses. Subdivision to create new residential developments is not householder development.

Appeal decision APP/T0355/W/23/3318095, 18 June 2024

Sixteen square metres of ground floor extension was enough to pull a flats conversion back into the Sequential Test, and the appeal was dismissed because that test had not been passed.

Extensions are not fatal. What the decision shows is that the exemption has to be argued on the facts of the scheme as drawn, rather than assumed because the application form happens to say change of use, and that a case officer who spots operational development in a flood zone will ask for the test whatever the form says. Where the test does apply, a sequential and exception test report must define a search area capped at the development's own catchment and evidence why no reasonably available alternative carries a lower risk. Our explainer on the sequential and exception tests sets out how each is passed.

Can a flat have a bedroom on the ground floor in a flood zone?

This is where a flats conversion differs most sharply from the house it replaces, and the Planning Practice Guidance names it directly: subdivision "may introduce more people or confine dwellings to the ground floor". A two-storey house where everyone sleeps upstairs becomes a building where one household sleeps at ground level, with no internal route to a higher floor and nowhere to go when the water arrives. Nothing about the flood risk has changed. Everything about who is exposed to it has.

The Environment Agency's guidance for Flood Zones 1, 2, 3 and 3b was updated in May 2026. Where residual risk cannot otherwise be managed, it lists three responses: raise the floors further, provide an internally accessible refuge, or preclude sleeping accommodation on ground floors. Its benchmark for finished floor levels in a vulnerable development is 600mm above the estimated flood level, reducing to 300mm only where that level is known with a high degree of certainty. Where levels cannot be raised, the Agency's standing advice is explicit that vulnerable uses should move upstairs.

The design sequence a flats conversion in a flood zone has to work through

  1. Establish the design flood level, with the climate change allowance applied over the development's lifetime.
  2. Raise finished floor levels above it with freeboard, as far as the existing building allows.
  3. Where that is not achievable, move sleeping accommodation to upper floors and keep the ground floor to non-habitable use.
  4. Where a ground floor flat is unavoidable, provide an internally accessible safe refuge above the flood level, sized for every occupant.
  5. Add resistance and resilience measures, including backflow protection on the shared soil pipe, and agree an evacuation plan with the council's emergency planners.

Local guidance often goes further, particularly behind tidal defences where a breach arrives fast and a warning does not help much. Hull City Council's flood risk standing advice addresses conversions specifically.

If you are unable to exclude predicted flood depths from all buildings, all sleeping and habitable accommodation should be moved to upper floors, above potential flood depths.

Hull City Council Flood Risk Standing Advice

The same advice draws a distinction Annex F implies but never spells out. A self-contained basement flat is likely to draw an objection in principle, while a basement forming the lower half of a maisonette may be acceptable if sleeping accommodation is raised, water is excluded to 300mm and a place of safety is provided. Our guide to residual flood risk explains how breach and overtopping are modelled.

Why a flats conversion still needs a drainage strategy

Because the surface water question has nowhere else to go. Converting a house into flats is a material change of use under Regulation 5 of the Building Regulations 2010, and Regulation 6 then lists which requirements that triggers. Foul drainage, requirement H1, is on the list. Rainwater drainage, requirement H3, is not, and neither is H4 on building over sewers. So on a pure conversion there is no building control route to require attenuation, a soakaway assessment or anything else on the surface water side, however much rain the new roof arrangement sheds.

Planning is the only place the question gets asked. Policy F8 asks it of any proposal that could affect drainage on or around the site, at any scale. But F8 limits the duty to take Lead Local Flood Authority advice to major development, and a flats conversion is not major. The standard applies. The specialist who understands it has no statutory role in the decision, and on most conversions is never consulted at all.

On a house-to-flats conversion, surface water has no building control backstop and no statutory drainage consultee. If it is not resolved in the application, it is not resolved anywhere.

That is why councils ask for the evidence up front, and why leaving it to a condition is a poor strategy. In August 2025 an inspector dismissed a four-flat conversion in Harrow on drainage grounds alone, on a Flood Zone 1 site that happened to sit inside a surface water critical drainage area.

Furthermore, it would not be reasonable to condition the submission of a drainage strategy or flood risk assessment, as there could be mitigation or changes required to the proposed development which would need to be considered at application stage.

Appeal decision APP/M5450/W/25/3362187, 5 August 2025

The 2025 National Standards say they were written for new development rather than retrofit. They also give the route through. Maximise the opportunity to meet each standard, record a justification where a constraint prevents it, and agree the departure with the approving body. On a conversion that means working down the five-tier discharge hierarchy honestly, showing why reuse and infiltration have been ruled out, and confirming the receiving system has capacity. A surface water drainage strategy is the document that does this. Our explainers on the SuDS hierarchy and the 2025 National Standards cover the detail. Where a strategy is missing, an LLFA objection is the usual result.

The foul flow uplift, and why the right to connect does not settle it

Foul drainage is the constraint most flats conversions meet first. It also scales hardest. The water industry's Design and Construction Guidance sets a peak design flow of 4,000 litres per dwelling per day, or 0.05 litres per second. It is strictly per dwelling. The guidance adds a note of its own: this is a design peak flow, not a daily average, and cutting water use does not necessarily cut the peak. Small flats get no discount.

Design peak foul flow by number of dwellings, at the water industry rate
DwellingsDesign peak flow (litres per second)Design peak volume (litres per day)
1 (the existing house)0.054,000
2 flats0.108,000
3 flats0.1512,000
4 flats0.2016,000
6 flats0.3024,000

Something else changes at the same moment. A drain serving more than one property is a sewer. Under section 106(5A) of the Water Industry Act 1991 the undertaker can require that the lateral drain be vested in it before it permits the connection. Ownership, repair liability and the right to build over the pipe all move with that status. That matters when a conversion puts a rear extension or a bin store over the very run of pipe it depends on. Thames Water requires a build over agreement within three metres of a public sewer or one metre of a public lateral drain, and urban back gardens are full of both. Our guides to foul, surface and combined sewers, Building Regulations Part H and Section 104 and Section 102 adoption agreements cover the mechanics.

The statutory right to connect does not resolve the planning question, and that is the misunderstanding which costs applications. An undertaker cannot refuse a connection because the network is short of capacity, as the Supreme Court settled in Barratt Homes v Dŵr Cymru (Welsh Water). But an obligation on the water company to accept the flow is not a finding that the flow is safe. Those are different questions, decided by different people, under different Acts. An inspector put it plainly in a 2023 decision on a scheme discharging into a combined sewer.

The imposition on UU to accept foul drainage does not, in itself, eliminate foul flooding concerns.

Appeal decision APP/T4210/W/22/3302543, 14 February 2023

The water company cannot refuse your connection. The council can still refuse your permission because of what that connection does downstream.

So establish the discharge route early. A pre-development capacity enquiry does it, and the answer belongs in the application as evidence rather than as an assertion. United Utilities aims to answer a wastewater pre-development enquiry within 15 working days, and asks brownfield applicants for evidence of existing positive drainage to the public sewer. On a conversion that evidence is the house's own connection, which is also the baseline the uplift is measured against. A foul drainage strategy confirms where the foul goes and shows the route is buildable, and our explainer on the Section 106 right to connect covers the notice and the 21-day refusal window.

What your submission has to show

Six things, and on most sites the flood risk assessment and the drainage strategy are best combined into one document rather than two that have to agree with each other.

  • The flood sources affecting the site. Rivers and sea, surface water, groundwater, sewers, and any artificial source such as a reservoir or canal.
  • The design flood level, and the floor levels that follow. With the climate change allowance applied over the development's lifetime, and freeboard where the building allows it.
  • Safe occupation for every flat. Access and escape, sleeping accommodation above the flood level or an internally accessible refuge, and an evacuation plan where residual risk remains.
  • Surface water down the discharge hierarchy. Designed to the 2025 National Standards, with a justification recorded wherever a constraint prevents a higher tier.
  • Foul water to a named discharge point. With the undertaker's position on capacity established, and any build over or adoption question identified.
  • Residual risk and resilience measures that keep each flat safe for the lifetime of the development, including backflow protection on shared drainage.

Settle them before the application goes in. The flood and drainage elements then stop being the thing that holds it up. Our seven-step guide to flood risk assessments sets out the method. The drainage strategies hub covers the surface and foul side, and whether you need both an FRA and a drainage strategy explains how the two fit together.

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Frequently asked questions

Will the Environment Agency be consulted on my flat conversion?

That depends on the flood zone, and on whether a basement flat is part of the scheme. In Flood Zone 2 a change of use that remains "more vulnerable" is covered by standing advice, so the council decides it alone. In Flood Zone 3 the position reverses: the Agency must be consulted where the classification will be "more vulnerable", even though it has not risen. A self-contained basement flat is "highly vulnerable" and triggers consultation in Flood Zone 2 as well.

We converted the house years ago without permission. Does a retrospective application still need all this?

Yes. A retrospective application is assessed against current policy as though the development had not yet happened, so the same flood and drainage evidence is required, and it is harder to produce because the drainage is already buried and the floor levels are already set. Our guide to retrospective planning applications covers what changes.

The validation list asks for a SuDS proforma. Is that the same as a drainage strategy?

Not quite. A proforma is the council's summary form; a drainage strategy is the technical work that fills it in. Many authorities want both, and a proforma submitted without the calculations behind it is a common reason for an application to be invalidated. Our explainer on the SuDS proforma sets out what each authority expects.

Do we need infiltration testing or a topographical survey for a conversion?

Sometimes, and it is worth deciding early, because both take time you will not get back. Infiltration testing is needed wherever the strategy proposes to discharge to ground and the hierarchy requires that option to be tested properly. A topographical survey is usually needed where finished floor levels have to be proved against a modelled flood level to the nearest few centimetres. Our guides to infiltration testing and topographical surveys cover both.

About the author. Jackie is a co-founder and Director of Unda with 30+ years in flood risk, and sits on CIWEM's South Eastern Branch committee. Unda has been trading since 2014, is a CIWEM Business Partner with CIWEM member and chartered (C.WEM MCIWEM) consultants, and has delivered 5,000+ flood risk assessments and drainage strategies across England and Wales.

Jackie Stone · MSci, BSc (Hons), DIC, CIWEM Environmental Partner
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