Attenuation: crates, pipe or tank?
Short answer
Geocellular crates, large-diameter pipe and in-situ tanks all store stormwater underground. Crates suit shallow installations with light loading. Pipe handles depth and heavy loading well and is straightforward to survey. Tanks suit awkward footprints. Depth, ground conditions and future maintenance access usually decide it, not price.
The short version
- Crates, pipe and tanks all do the same job by different means.
- Depth and loading rule out options faster than cost does.
- Maintenance access is a design decision, not an afterthought.
- Large-diameter pipe is easy to CCTV survey; crates are not.
- The excavation is usually the bigger half of the job either way.
You need to hold a volume of stormwater underground and let it out slowly. That is the whole brief.
There are three common ways to do it, and arguments about which is best usually miss what actually decides it.
The three options, honestly
Geocellular crates are modular plastic units assembled into a block and wrapped. Large-diameter pipe is exactly what it sounds like, run in lengths with manholes. An in-situ tank is a concrete structure built to fit.
All three store water. They differ in how they handle depth, loading, awkward shapes and, crucially, who can get inside them afterwards.
| Crates | Large pipe | In-situ tank | |
|---|---|---|---|
| Shallow cover | Good | Limited by diameter | Workable |
| Deep install | Harder | Good | Good |
| Odd footprint | Flexible | Poor — wants runs | Best |
| CCTV survey | Limited | Straightforward | Straightforward |
| Install speed | Fast once open | Fast once open | Slowest |
| Programme risk | Low | Lifting plan | Curing time |
Notice how many rows are about the hole and the access rather than the product.
The excavation is the job
This is the part that surprises people who have only priced the system.
Whatever you put in the ground, you first have to make a hole big enough, keep it stable, and deal with whatever comes out of it. Those costs scale with depth and ground conditions, not with which catalogue you ordered from.
We covered why that is not a linear relationship in why drainage depth changes your whole programme. The same logic lands on attenuation with extra force, because an attenuation hole is wide as well as deep.
Maintenance access decides more than people expect
Here is a question worth asking before anything is ordered.
In fifteen years, when this silts up, who opens it and how?
Large-diameter pipe answers that easily. You put manholes on it and someone runs a camera through. An in-situ tank has access designed in. A crate system depends entirely on the inspection channels specified at the start.
None of these is wrong. But if the adopting body or the site owner is going to want a survey, pick the system that makes a survey possible.
You cannot retro-fit maintenance access. It is designed in, or it is not there.
What we want to see before pricing
The drainage strategy and the discharge rate. Levels. A site investigation. Anything known about water.
With those, the choice usually makes itself. Without them, any price is a guess, and a guess priced low is worse for you than a fair price because it moves later.
Attenuation rarely arrives on its own, either. It comes with the rest of the drainage package, and often with the road that sits over it, which is where the adoption and inspection regime starts to matter.
A note on what gets you signed off
Whatever system goes in, the thing that gets it accepted is evidence.
Testing records, as-built drawings, a CCTV survey where the specification asks for one. Collect those while the work is happening. Nobody has ever enjoyed producing them a year later.
Where the system sits under an adoptable road, the S278 and S38 inspection regime applies to the drainage as well as the surface, so the records matter twice.
If you have a drainage strategy and need the civils priced properly, send it over. We would rather look at the real levels than estimate from a description.
Common questions
Which attenuation type is cheapest?
The wrong question, usually. The unit cost of the storage is a small part of a job dominated by excavation, ground conditions and connections. A cheaper system in a deeper hole is not cheaper.
Can you install attenuation under a trafficked area?
Yes, but the loading case drives the choice. Under a road or a yard you need a system rated for that loading and a design that accounts for the cover available.
How do you maintain a crate system?
Through the inspection and access points designed into it. That is the key point: the maintenance strategy is fixed at design stage, because you cannot add access later without digging it up.
What size pipe can you install for attenuation?
We install steel and pre-cast pipe up to 1800mm diameter. At that size the lifting and access plan shapes the programme more than the excavation does.
Does groundwater rule anything out?
It can. High groundwater affects buoyancy, the excavation method and whether the system can be installed in an open trench at all. It is the first thing we want to see from a site investigation.