Water and external systems · Drainage & Rainwater
Retained Ground and Wall Base Drainage System
A reference for the drainage sub-assembly every retaining structure shares, covering both the wall with occupied space behind it and the free-standing level change, and the roles whose removal turns the backfill into a reservoir.
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 wall base drainage is
Ground retained by a wall holds water, and water held against a wall pushes on it. This system is the arrangement intended to offer that water a route out rather than let it accumulate: a preferential path down the back of the structure, a filter keeping that path open, a collector at the base to take away what arrives, and an outlet letting it leave. It is a sub-assembly rather than a wall type, and every retaining construction has some version of it.
Its parts are defined by role rather than by form. The preferential path may be permeable backfill or a manufactured drainage composite; the filter may be a geotextile or a graded transition; the collector may be a perforated run in the backfill or a channel formed within the structure. What matters is that every role is present and connected, because each depends on the one after it.
The test against subsoil land drainage is whether the arrangement is set out by a wall or by the ground. This drainage vanishes with the wall and follows it in plan; land drainage follows the fall of the ground and would have a purpose with no building on the site. The term French drain names each of these in different places, and is applied to neither here.
Two familiar cases share this identical physical arrangement: the drain around a basement or foundation with occupied space behind the wall, and the drain behind a free-standing level change in a garden. The distinction usually offered, whether anything on the far side would be spoiled by water, describes the building rather than the drainage, so both appear here as labelled cases of one system with very different consequences of failure.
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.
- backfill drainage
- wall base drainage
- wall drainage layer
- weep and filter arrangement
- hydrostatic relief drainage
- footing drain
- foundation drain
- weeping tile
- perimeter land drain
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.
- Offer water in the retained ground an easier route down and out than accumulating against the back of the structure.
- Keep that route open by stopping soil fines migrating into it from the retained material.
- Collect what arrives at the base and take it somewhere it can leave under gravity.
- Reduce the water a structure has to resist, where its designer assumed drainage would be present and working.
- Shield any waterproofing on the retained face from the backfill and from the works that place it.
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.
- Drainage planePermeable backfill or drainage composite
The preferential path behind the wall. Whether it is granular fill occupying the backfill zone or a studded, fabric-faced sheet held against the structure, the function is identical: to be easier for water to travel down than the retained soil beside it.
- Control layerFilter separation from the retained soil
The transition passing water while holding back the fines the retained ground releases. It is the reason a well-built drainage path still works later, and its absence is why some backfills stop draining without anything visibly changing.
- Service zoneBase collector
The perforated run or formed channel at the foot of the drainage path, gathering what descends and moving it along the wall. Its level relative to the base of the structure and to the outlet determines whether it drains or simply holds.
- Edge and terminationWeeps and outlet points
Openings through or beside the wall that let collected water leave. On a free-standing level change they are often the whole discharge arrangement, and they are visible enough that whether they run or stay dry can be read from the front.
- ProtectionProtection layer over the waterproofing
Where the wall carries a waterproofing system, the drainage element usually also serves as the layer shielding it from the backfill and from the compaction placing that backfill. Damage done here is behind the wall and effectively permanent.
- Finish surfaceGround surface and interception above
How the ground is finished at the head of the wall decides how much water enters the retained soil in the first place. A surface falling towards the wall, or a bed watered against it, works directly against everything below.
- Edge and terminationOutfall to a receiving system
The point where collected water joins a land drain, a surface system or a soakaway. If that receiving system is higher, silted or seasonally full, the collector holds water and the drainage path becomes the reservoir it exists to prevent.
- ProtectionRodding access and inspection provision
The chambers and eyes making a buried run at the back of a wall inspectable. Excavating a retained face to find an obstruction is a structural operation, so provision made at the outset is the difference between a check and a project.
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 core roles form a chain in which each link is useless without the next. A permeable path with no collector delivers water to the base of the wall and leaves it there; a collector with no outlet becomes a reservoir at the worst possible level; a path with no filter closes up and returns the wall to the condition it was drained to avoid. Remove any one and the remainder become storage held against the structure.
The structural design and the drainage make assumptions about each other. A wall designed on the basis that water will not accumulate behind it is relying on this system continuously, across the whole life of the wall; one designed to resist water pressure is not. Which is true of a given wall is answered only by its designer, and that answer changes what a silted drain actually means.
Waterproofing, protection and drainage occupy the same space and are placed in the same operation. A drainage composite shields the membrane behind it while itself being vulnerable to backfill compacted against it, and the filter face keeping the drainage path open is easily blinded by fines during placing. This is where the assembly is most often compromised, and it is buried immediately afterwards.
Surface levels above the wall control the demand on everything below. Water arriving over the head enters the retained ground directly, so interception at the top is a drainage component even though it looks like landscaping, and a later patio, planting bed or raised level at the head of a wall can quietly increase what the system behind it was arranged to handle.
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.
Drainage plane
Studded drainage sheets are commonly encountered as the preferential path against a structure, alongside granular backfills. Whether a sheet or a fill is used, and what filter faces the retained soil, is settled by the designer and the manufacturer's documentation.
Protection
Boards and sheets are commonly encountered as protection over a waterproofing layer before backfilling. Nothing here states that any of them protects a particular membrane; that pairing belongs with the waterproofing system's own documentation.
Edge and termination
Weep openings, outlet sleeves and their surrounds are commonly encountered in these families. How an opening is formed through a retaining structure without weakening it is a question for the wall's designer rather than a detailing preference.
Finish surface
Copings and paved interception at the head of a wall are commonly encountered in these families. Whether a coping throws water clear of the face below depends on its profile and its bedding, which the designer sets rather than the material.
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.
Waterproofing on the retained face
Where a membrane is applied to the wall, this drainage sits outside it and is the reason the membrane is not asked to hold back standing water. The two are designed together, and the protection layer between them belongs to both of them.
Read about Barrier Waterproofing →Drained cavity on the inside face
An internal drained cavity manages water that has already passed the structure, while this system tries to stop it arriving. Where both are present they are not redundant: each answers a different assumption about how much water reaches the wall.
Read about Drained Cavity Protection →Structural walls relying on drainage
A cantilever wall's proportions follow from the pressures assumed behind it, and whether water pressure was included is the most consequential of those assumptions. The drainage is either a permanent part of the structural case or a refinement, and only the engineer knows which.
Read about Cantilever Retaining Wall →Mass walls and free-draining backfill
Mass and segmental walls commonly rely on free-draining backfill discharging through weeps at the face. Because that discharge is visible, the health of the arrangement can be judged from outside, which is not true of most other cases of this system.
Read about Gravity Retaining Wall →Occupied space behind the wall
Where habitable space sits on the far side, the cost of this drainage failing changes completely while the physical arrangement does not. That difference belongs to the building and its risk, and it drives what redundancy the designer chooses to provide.
Read about Basement Structure →Discharge into a ground drainage run
Base collectors frequently end in a land drain, and the outfall level of that run then governs the wall drainage as well. A wall drain connected into a system whose water level rises above it is drained on the drawing only.
Read about Land 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
- Water accumulating behind a wall is both a load on the structure and a route into whatever sits on the far side. Which of those matters more is a property of the building, and neither is settled by the drainage arrangement alone.
- Durability
- Blinding of the filter face during backfilling, and slow silting afterwards, are the characteristic deteriorations, and both are invisible. Efflorescence, damp patches and weeps that stop running are symptoms rather than the fault itself.
- Movement
- Backfill settles and walls deflect slightly, so the collector and its connections have to tolerate the ground around them changing shape. Rigid connections at the base of a wall are a common place for that intolerance to show.
- Maintenance and access
- Almost nothing here can be reached once the backfill is placed, so the maintainable parts are the weeps, the outfall and any chamber. Where those sit is effectively the whole of the maintenance strategy for the wall.
- Interfaces
- The most important interface is not with the wall but with whatever receives the discharge. A base collector is only as good as the outfall it runs to, and that outfall is frequently outside the works and outside the site.
- Documentation
- A record of what was placed behind the wall, and of whether the structural design assumed water pressure, is what makes a later problem diagnosable at all. Excavation against a retained face is the alternative.
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.
- Was the wall designed assuming water pressure behind it, or assuming drainage keeps that water away?
- Where does the base collector discharge, and what governs the level of that discharge?
- What filter separates the drainage path from the retained soil, and against which soil?
- Is there a waterproofing layer to protect, and what protects it while the backfill is placed?
- What intercepts water at the head of the wall before it enters the retained ground?
- What can still be inspected once the backfill is placed, and from which access points?
- If this is a garden level change today, could occupied space appear behind it later?
Boundaries
Commonly misunderstood points
Distinctions that are easy to blur, and the places where a familiar term means something narrower than it sounds.
- Weep holes are read as the drainage, when they are only the outlet of an arrangement that mostly sits out of sight behind the wall.
- A drainage composite is assumed to keep a wall dry, though it only offers water a path and depends on a collector and an outlet to use it.
- Foundation drains and retaining wall drains are treated as different systems, when the physical arrangement is the same and only the consequence of failure differs.
- Silting is assumed to announce itself, but the first sign is usually damp or movement, long after the path quietly closed.
Conversations
Questions for qualified professionals
Bring these to the relevant qualified professional, manufacturer or authority. Requirements vary by project and location.
- Did the structural design include water pressure behind this wall, and where is that recorded?
- What is the drainage path made of, and what filter faces the retained soil?
- Where does the collector fall to, and who controls that receiving system?
- How is the waterproofing protected while the backfill is placed and compacted?
- What levels and surfaces above the wall are keeping water out of the retained ground?
- What access has been provided to check the arrangement in future?
- Does anything on the far side of this wall change what failure here would cost?
What this page does not do
- No pressures, wall proportions or drainage sizes appear here; retaining structures are designed by a qualified engineer for the particular ground and loading.
- Dryness behind a retaining wall is a property of the complete and correctly built arrangement together with the levels around it, never of one layer or one product.
- Excavating against an existing retaining structure changes the loads acting on it and is not a maintenance task.
- Where a wall stands on or near a boundary, works affecting it can involve the neighbouring owner and the relevant authority.
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.
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.
Site Drainage and Rainwater Management Systems
Stages in the single route water takes from the surface it lands on to the point it leaves the site, each one defined by where it hands the water on.
Browse all drainage & rainwater entries →