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Polyurea Secondary Containment Coatings for Wastewater Treatment Plants and Chemical Storage

Sep 9, 2026 Oak Ridge Technical Team
Polyurea Secondary Containment Coatings for Wastewater Treatment Plants and Chemical Storage

Every treatment plant, public works yard and chemical storage building has a containment area that was poured years ago, has cracked since, and is now expected to hold a spill of sodium hypochlorite, ferric chloride, sulfuric acid or diesel long enough for someone to deal with it. Bare concrete does not do that. It absorbs, it cracks, and it lets liquid through the joints. That is why the question "what coating system is right for secondary containment" comes up on every plant upgrade — and why 100% solids spray polyurea has become the answer for most of them.

This guide is written for the people who have to make that call: plant operators, public works superintendents, the engineer writing the specification, and the contractor bidding it. It covers what the rules require, why polyurea replaced the systems that came before it, how to prepare concrete so the lining actually holds, and what to ask a supplier before you order material.

What secondary containment has to do

Secondary containment is the backstop behind the primary tank, drum or pipe. If the primary fails, the containment area has to hold the release — the full volume of the largest container, plus freeboard for rain in outdoor areas — until it is cleaned up. Two federal rules drive most municipal and industrial requirements:

  • 40 CFR 264.193 (RCRA) requires secondary containment for hazardous waste tank systems, and specifically calls for a liner or base that is free of cracks or gaps and sufficiently impervious to contain a release.
  • 40 CFR 112 (SPCC) covers oil and fuel storage, and requires containment sized to the largest tank with sufficient freeboard for precipitation.

State and local codes, insurance carriers and the plant's own engineers add to those. The common thread is the word impervious. A containment area that leaks through a joint is not containment; it is a delay.

Why concrete alone fails, and why the old fixes fail too

Concrete is porous. Left bare it absorbs whatever is spilled on it, which means a hypochlorite spill does not stay on the surface — it soaks in and keeps attacking the slab after the visible liquid is gone. Concrete also moves: thermal cycling, drying shrinkage and slab settlement open joints and cracks over time, and every crack is a path out of the containment area.

The traditional fixes each solve part of the problem and create another:

SystemWhere it falls short in containment service
Cementitious linersRigid. They crack with the slab beneath them, and they are themselves attacked by acids.
Epoxy coatingsGood chemical resistance in many cases, but rigid and thin-film. Cannot bridge moving cracks; chips and delaminates under thermal shock; days of cure time in cold weather.
Sheet membranes and drop-in linersSeams, penetrations and terminations are the weak points, and they are exactly where a containment area leaks.

What spray polyurea does differently

A plural-component spray polyurea is applied hot through a heated proportioner and reacts in seconds. On a containment floor that matters in four specific ways.

It is seamless and monolithic

The lining is one continuous membrane across the floor, up the walls, over the curbs and around penetrations. There are no seams to fail because there are no seams.

It moves with the concrete

Polyurea elastomers are formulated with elongation in the hundreds of percent. Detailed correctly over joints and cracks, the membrane stretches when the slab moves instead of cracking with it. This is the property rigid coatings cannot offer and the reason polyurea holds up where epoxy has already failed once.

It returns the area to service the same day

Set time is measured in seconds and the membrane is walkable in minutes. For a plant that cannot take a chemical feed area offline for a week of epoxy cure, this is frequently the deciding factor.

It builds thickness in a single application

Containment linings are typically specified at 60 to 125 mils dry film thickness, sometimes more in high-exposure sumps. A 100% solids polyurea builds that in one continuous application, with no solvent flash-off and no VOC odour in an enclosed plant.

Chemical resistance: the question to ask, not assume

No coating resists everything, and containment areas hold very different chemistries. Sodium hypochlorite, sulfuric acid, ferric chloride, caustic soda, polymer, diesel and lubricating oil each behave differently against a polyurea membrane, and concentration and temperature change the answer.

Ask for the chemical resistance chart for the specific product before you specify it. Aromatic polyureas such as WatchGuard AR are the workhorse containment linings; for continuous immersion in specific aggressive chemistries a supplier may recommend a different formulation or a topcoat. Send your chemical list with the quote request and let the supplier match the product to it, rather than choosing on price and hoping.

Surface preparation is where containment jobs are won or lost

A polyurea lining bonds to the surface it is sprayed on. If that surface is dusty, damp, contaminated or weak, the membrane bonds to the dust, the damp, the contamination or the weak layer — and peels with it. Every failed containment lining a contractor has been called to repair started with prep.

  • Remove unsound concrete and contamination. Chemically attacked concrete must be removed back to sound material. Oil-contaminated slabs need degreasing and testing, or the polyurea bonds to oil.
  • Profile the surface. Shot blasting or grinding to an ICRI CSP 3–5 profile gives the primer something to grip. Acid etching is not an acceptable substitute on a containment floor.
  • Test for moisture. Polyurea will blister over a slab that is outgassing moisture. Test before priming, and prime in falling temperatures rather than rising ones when possible.
  • Prime. A primer such as OR 811 on dry concrete, or the water-based OR E41 epoxy primer where residual moisture is a concern, seals the substrate and gives the polyurea a uniform surface to bond to.
  • Detail the joints and cracks. Control joints, cold joints and cracks get treated before the field coat — typically a detail coat with geotextile fabric embedded across the joint — so that slab movement is spread across the fabric rather than concentrated on the membrane above the crack.
  • Terminate correctly. Chase a termination groove at the top of walls and curbs so the membrane ends in a keyway, not on a feathered edge that can be peeled.

Inspection and acceptance

A containment lining should be inspected for thickness and for holidays before it is accepted. Wet-film gauging during application and dry-film readings afterward confirm the specified build was reached across the whole area, not just where the applicator was standing. High-voltage spark testing (ASTM D5162 is the usual reference) finds pinholes and voids that are invisible to the eye and that will become the leak path. Write both into the specification.

A note for municipalities buying direct

Many public works departments and utilities now run their own coating crews rather than bidding every containment repair. If that is you, the materials, primers, spray equipment and training are all available direct — and the technical data sheets and safety data sheets for the bid file are in the resource library. The municipal and public works page covers the other jobs the same crew and equipment can take on: lift stations, bridge decks, sidewalk lifting and fleet undercoating.

Frequently asked questions

How thick should a polyurea containment lining be?

Most specifications call for 60–125 mils dry film thickness. Sumps, trenches and areas with standing chemical exposure sit at the upper end; verify against the product data sheet and the exposure.

Can polyurea be applied over an old epoxy containment coating?

Sometimes — if the epoxy is well bonded, sound and profiled. Loose, chalked or chemically attacked epoxy has to come off first. An adhesion test on a trial area answers the question definitively.

How soon can the area be put back into service?

Polyurea is tack-free in seconds and walkable in minutes. Full chemical resistance develops over the following day or so depending on the product; the data sheet gives the return-to-service window for chemical exposure.

Does polyurea meet the "impervious" requirement in 40 CFR 264.193?

A properly applied, spark-tested polyurea membrane is a continuous impervious liner. Whether a specific installation meets the rule is a determination for the engineer of record against the site conditions — the coating supplier provides the product data that engineer needs.

Ready to spec a containment lining? Send the chemical list, the area dimensions and the substrate condition through the request form or call 800-625-9577, and we will match the system to it.