Structure and support · Below Ground & Retaining
Drained Cavity Waterproofing System
This entry sets out the drained approach as a continuous route with a mechanical dependency, and explains why access, discharge and the independence of the internal finishes are part of the system rather than afterthoughts.
Educational reference entry. How this system behaves depends on climate, jurisdiction, loading, substrate, the adjacent systems it meets, how the building is used, the manufacturer's instructions and qualified professional design.
Overview
What drained cavity protection is
A drained cavity arrangement begins from a different premise from the rest of this family: it assumes water will reach the inside face of the structure, and sets out to manage it rather than exclude it. A studded membrane held against the wall, and often laid over the floor, gives that water a defined space to run in; a channel at the base collects what arrives; and a removal arrangement takes it away to a discharge point.
Against a barrier-waterproofing-system the difference is visible from inside as soon as a lining is opened. A barrier approach shows a continuous applied layer whose job is to keep water out; a drained approach shows a dimpled sheet standing off the wall with an open space behind it and a channel at its foot. What is peculiar to the drained approach is that its water management is continuously operational and sits inside the building: a route that has to stay clear and reachable and, where the site offers no gravity outfall, lifting equipment that has to keep running and stay powered.
That dependency changes what counts as part of the system. Access ports, a maintenance regime, the power arrangement and a response to failure are components rather than optional extras, and the internal finishes have to be built so that they never bridge the drained space. The removal arrangement sits inside the boundary of this system rather than beside it, because the cavity has nowhere to send what it collects without the sump, and the sump has nothing to receive without the cavity.
That is a difference of kind rather than a claim that the other approaches ask nothing of anybody. A barrier and an integral structure commonly rely on drainage in the ground outside to keep the demand on them modest, and a path that silts up raises that demand without announcing itself. What sets the drained approach apart is that the part which has to keep working is inside the building and in the occupier's care rather than buried in the backfill.
Terminology
Common names and aliases
These names describe the same assembly. The encyclopedia keeps one entry per system so that a trade term or a regional name never becomes a second, thinner page.
- cavity drainage system
- internally drained protection
- drained protection
- type C waterproofing
- sump pump system
- basement pumping arrangement
- pumped drainage chamber
Purpose
What this system is intended to do
The job the assembly exists to perform, conceptually. An intention is not a guarantee that any particular build achieves it.
- To accept that water may reach the inside face of a below-ground structure, and give it a defined route instead of letting it find its own.
- To collect what arrives at the base of the walls and remove it to a point where it can be discharged.
- To keep that route open, reachable and cleanable for as long as the space below ground is in use.
- To let internal finishes be built normally without their touching, bridging or blocking the space behind them.
Composition
The roles this system is made of
What each part does in the assembly and what it depends on — never a product, a thickness, a fixing or a determination that anything is adequate for the role.
Order is not meaningful in this system. It is distributed rather than stacked: what matters is that the path connecting these roles stays continuous and unobstructed, not the order they are listed in.
- Cavity or voidStudded membrane and the space behind it
A dimpled sheet held against the wall, and where used laid over the floor, standing off the structure so that water reaching the concrete has somewhere to run. The membrane is not resisting water; it is deciding where water goes and keeping it off the back of the finish.
- Drainage planePerimeter collection channel
A channel at the foot of the walls receiving what the membrane delivers and carrying it towards the removal point. Its continuity around corners, the way it is set to run and the ports that allow it to be rodded are what decide whether the route stays usable in service.
- Service zoneSump and removal arrangement
The chamber receiving collected water, the means of lifting it where there is no gravity outfall, and the level control that starts and stops it. Where lifting is needed, this is the only element in the family that has to keep mechanically operating, and what it can keep up with is a designed quantity rather than an assumption.
- Edge and terminationDischarge route and non-return provision
The pipework taking removed water away and the device stopping the site drainage from sending it back. Where the receiving system can itself surcharge, this provision becomes the last thing between outside water and the occupied space, so it is not a minor fitting.
- AttachmentMembrane fixings and sealed plugs
The plugs holding the membrane to the structure. Each is a hole through a sheet on the wet side, which is why purpose-made sealing plugs exist and why anything fixed through the membrane afterwards has to be treated as a deliberate decision rather than as ordinary fixing work.
- Jointing and sealingLap, corner and penetration seals
Tapes, ropes and sealants closing the joints between sheets, the internal and external corners, and the points where services pass through. These decide whether water stays in the drained space or shows up on the room side of it, usually at the least convenient junction.
- Finish surfaceInternal linings kept independent
Framing, boards and floor build-ups carried on the floor or on the membrane's own fixing pattern rather than fastened through into the structure, so that finishes can be built without closing off the space behind them or compressing the studs.
- Service zonePower supply, monitoring and failure response
The electrical supply, any alarm or monitoring, and the plan for what happens when power or the pump is lost. In a space that sits below the water level outside, a removal arrangement that stops is not a maintenance matter but a flooding one.
Interaction
How the parts work together
The reason this is a system rather than a list of parts: what depends on what, and what stops working when one part is changed.
The parts form a route, and each is only as useful as the next one downstream. The membrane delivers water to the channel, the channel to the sump, the sump to the discharge. Block the channel with construction debris, or discharge into something that cannot receive what arrives, and the water does not go away; it backs up and reappears at the weakest point in the route, usually a floor junction or a service entry.
The membrane has to be held to the wall, and every fixing is a hole through it on the wet side. That contradiction is what the sealed plug exists to resolve, and it is reopened every time something is fastened through the sheet later - a rail, a bracket, a lining screw. The fixing pattern for the finishes therefore has to be settled while the membrane is still visible, not once it is covered.
Keeping the linings independent is what keeps the route reachable. A stud fixed hard through the membrane, a screed poured over an upstand, or a floor finish laid across the channel all bridge the drained space and turn a maintainable arrangement into a sealed one. The finishes themselves can be as ordinary as anywhere else in the building, provided they are carried in a way that never touches across the cavity.
The removal arrangement couples the assembly to things outside it. It depends on a power supply, on level control, on a non-return device and on the site drainage being able to receive what it sends. If the discharge surcharges, that non-return device is the only thing holding water back; if power is lost, the route still exists but stops moving, and everything upstream of the sump begins to fill.
Access is the component that keeps the others honest. Ports at corners and along the channel are what allow the route to be inspected and cleared, and they stay useful only if the finish above them is arranged to be lifted. Once access disappears under a bonded floor finish, the arrangement goes on working for exactly as long as nothing goes wrong with it.
Materials
Material families commonly met in each role
Commonly encountered, not recommended. Whether a material suits a given project depends on the whole assembly, the exposure, the manufacturer's documentation and qualified professional review.
Cavity or void
Studded sheet is the family commonly encountered forming the drained space, sometimes with a plain sheet beneath a floor build-up above it. Whether a given sheet suits the wall, the floor and the finishes proposed over it is a matter for the manufacturer's documentation and the designer.
Jointing and sealing
Tapes, ropes and sealants are commonly encountered closing laps, corners and penetrations in a studded membrane. Accessories are usually documented as part of a family, and what may be used with a particular sheet is set out by its manufacturer rather than assumed on site.
Finish surface
Independent framing, boarded walls and dry floor build-ups are commonly encountered over a drained membrane. How a finish is carried so that it does not bridge or compress the drained space is a design question rather than a property of the board chosen.
Substrate
The membrane is commonly encountered fixed against concrete or dense masonry, including older walls of uncertain construction. What an existing substrate can accept in the way of fixings, and what condition it is in behind the sheet, is established by survey and by the designer.
Junctions
Where this system meets others
Interfaces are where most assemblies actually fail, so they are set out explicitly rather than left inside the prose. What resolves a junction is a detail designed for the specific building — not a rule of thumb.
Services crossing into the drained space
Every incoming service passes through the structure and then through the membrane, and the seal made at the sheet decides whether water stays in the drained space or arrives at the back of the finish. A crossing formed after the membrane is up is the case that most often reopens the route into the room.
Read about Penetration Sealing →The structure the membrane stands off
The membrane follows the geometry of the enclosure and depends on it for fixing. Re-entrant corners, projecting piers, changes of level, lift pits and stair bases all interrupt the perimeter, and the route has to be carried continuously around each of them rather than stopped and restarted.
Read about Basement Structure →The system receiving the discharge
Removed water has to go somewhere the site drainage can accept, and that receiving system has its own capacity and its own behaviour in heavy rain. Where the discharge and the surface water it is trying to escape are the same water, the arrangement can find itself circulating rather than removing.
Read about Buried Drainage Network →Linings built over the drained space
Linings have to be carried without fixing through the membrane and without pressing the studs flat. That constrains where framing lands, how heavy items are supported and where sockets and services can run, and it is usually the point where the drained approach becomes visible to the occupier.
Read about Wall Lining →Floor build-up over a drained slab
Where the membrane is carried across the floor, everything above it has to be built as a separate layer that does not bond through to the slab. The junction between the wall membrane, the floor membrane and the perimeter channel is the detail that most often decides whether the route works.
Read about Ground-Bearing Slab →Drainage in the ground outside
External drainage lowers how much water ever reaches the structure and therefore how much the internal route has to move. These arrangements are rarely designed by the same people, which is why what the internal system is expected to handle should be stated rather than inferred.
Read about Wall Base Drainage →
Considerations
Topics worth discussing
Which topics genuinely apply to this system and what to raise about them. Measured values, classes and ratings come from a qualified professional's design for the specific building, not from a reference page.
- Moisture
- This approach manages water rather than excluding it, so the space behind the finishes is expected to be wet at times. What that means for the internal conditions, for ventilation and for anything stored against a wall is assessed by a qualified professional against the intended use.
- Thermal
- Where insulation is placed relative to the drained space changes which surfaces are cold and where moisture in the room air could condense. Whether a proposed arrangement carries that risk depends on the whole build-up, the internal conditions and the climate, and is assessed by a qualified professional.
- Durability
- The membrane itself is not the part that ages fastest. The channel silts, the sump collects debris, seals at penetrations are disturbed by later work, and mechanical parts wear. The condition of the route as a whole is what determines how the arrangement behaves over time.
- Maintenance and access
- Every part of the route has to remain reachable: ports along the channel, the sump chamber, the discharge and the removal equipment itself. Where a finish covers access, the arrangement has not stopped needing maintenance; it has only stopped being able to receive it.
- Interfaces
- Corners, stair bases, lift pits, service entries, thresholds and the wall-to-floor junction are the points where the route is interrupted and has to be re-formed. Late work by other trades, particularly fixings driven through a lining, is a recurring cause of trouble at these places.
- Documentation
- What the arrangement consists of, where the channel and access ports run, what the removal equipment is and what it discharges to are all worth recording at handover. An occupier who does not know a route exists behind the walls cannot maintain it or explain it to anyone else.
Design
Questions the design has to answer
The decisions this assembly turns on. They are questions rather than answers, because the answer depends on the building.
- Is water being excluded here or managed, and has that choice been made deliberately rather than by default?
- Where does the collected water go, and is there a gravity outfall or does everything depend on lifting it?
- Is the discharge going into something that can receive it during the same weather that produced the water?
- How is the route reached for inspection and cleaning once the floor finish and the linings are in place?
- How are the linings and any heavy fixed items supported without fixing through the membrane?
- What happens to the space if power is lost, and is that consequence acceptable for the use proposed?
- Is any insulation being introduced, and where does it sit relative to the drained space?
- Who will be responsible for maintaining this arrangement once the building is occupied?
Boundaries
Commonly misunderstood points
Distinctions that are easy to blur, and the places where a familiar term means something narrower than it sounds.
- The membrane is thought to be holding water back, when its role is to give water a defined route and keep it off the back of the finish.
- The arrangement is treated as a fit-and-forget product, when its route has to stay clear and reachable and, where there is no gravity outfall, equipment has to keep running.
- Linings are fixed through the membrane as though it were a normal wall surface, which bridges the drained space and turns a maintainable route into a sealed one.
- The pump is regarded as the whole system, when a blocked channel or an inaccessible port defeats it long before the equipment does.
Conversations
Questions for qualified professionals
Bring these to the relevant qualified professional, manufacturer or authority. Requirements vary by project and location.
- What is this arrangement expected to handle, and what has been assumed about the water reaching the structure?
- Where does the discharge go, and what happens to it when the receiving system is already full?
- What non-return provision is in place, and where is it if it needs to be checked?
- How is the route accessed for cleaning, and will those ports still be reachable after the floor is finished?
- How are the wall and floor membranes joined to the perimeter channel at the base?
- What is the arrangement for power, and is there any monitoring of whether the system is still working?
- How should the linings be fixed so that nothing penetrates the membrane later?
- What maintenance does this need, who will carry it out, and what records should be kept?
What this page does not do
- No performance is asserted here for any drained arrangement; how one behaves depends on its design, on its installation and on whether it continues to be maintained.
- A system that relies on lifting water is exposed to loss of power and to mechanical failure, and the consequences of that for a below-ground space are a matter for the designer and the owner to consider together.
- Discharging removed water into a drainage system is subject to the relevant authority and to the capacity of the receiving arrangement; this entry makes no determination about either.
- Fixing anything through a drained membrane after installation, including during ordinary decoration, can defeat the arrangement and should be discussed with whoever designed it.
Related systems
How this system relates to others
Every link states what the relationship actually is, rather than leaving a bare list of related pages to be read as a suggestion.
Alternatives
Different systems answering the same need. Listing them together is not a comparison and does not suggest one is better — which, if either, suits a project is a design decision.
Meets these systems
Systems this one physically meets. The junction is usually where the design problem lives, so these are worth reading together.
Commonly built alongside
Systems routinely present in the same building without necessarily touching this one.
Go deeper
Related Build Design Hub guides
Planning guidance behind the decisions this assembly involves.
Preparation
Related planning checklists
Owner-side preparation before the conversation where this system comes up.
Inspiration
Related Ideas Library pages
Design directions where this system commonly appears.
Below-Ground Structures, Earth Retention and Water Control
Assemblies built against retained ground, where lateral earth pressure and the water held in that ground decide the design together rather than one at a time.
Browse all below ground & retaining entries →