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Detention Tanks Explained: How They Work, Types, Cost, and Detention vs Retention

By Grayden Du · Export Director, AQUA RainWater Solutions · Updated June 2026 · Reading time: 12 minutes

The humble workhorse of modern stormwater management – yet perhaps the most poorly defined piece of construction infrastructure on a project – the detention tank. A term casually thrown around by engineers, developers and contractors it’s confusingly conflated with a range of similar-sounding structures, such as retention tanks, attenuation tanks, detention basins, and even “detention” in a wastewater treatment facility. We unpack what a detention tank really means and how it actually prevents flooding by carefully slowing the peak flow, so it doesn’t overload the existing sewer system and drainage network downstream.

Simply Put: A detention tank is an above ground or underground tank that retains stormwater runoff during a rain event and allows the water to flow into a storm drain slowly through an under sized outlet structure, limiting the peak rate of discharge to below pre development rates, which prevents flooding and erosion to downstream facilities.

Key takeaways

  • Storage Tank – Detention – regulates outflow rate, not total volume – emptied between events. Storage Tank – Retention – permanent pool.
  • U.S. “detention tank” = British “attenuation tank” = Australian “on-site detention (OSD) tank.” All the same function, different nicknames.
  • Federal NPDES/MS4 rules mandates that a post-construction stormwater program exist; the specifics tank type and its size depend on local requirements and on the Engineer of Record.
  • However, although most underground geocells state a void ratio close to 95%, versus 30-35% for the equivalent gravel – plastic structures are often incorrectly applied since thermoplastic creep can actually cause a parking lot to sink into the ground.
  • Installed cost can often add $8.50-$17 per cubic foot of storage capacity depending on digging, depth and the load required.

Quick Specs: Detention Tank at a Glance

Primary jobCut peak discharge rate to pre-development levels
Water heldTemporarily; drains empty after the storm
Flow controlOrifice plate, vortex control, or weir at the outlet
Load rating (traffic)AASHTO H-20 to HS-25 for vehicle areas
Modular void ratioUp to ~95% (manufacturer-stated) vs ~30–35% for gravel
Typical installed cost~$8.50–$17 / cubic foot of storage (varies widely)
Regulatory driver (US)NPDES/MS4 program + local stormwater ordinance

What Is a Detention Tank? Definition and Purpose

A detention tank is an engineered vessel – usually buried beneath a car park, road, or landscaped area – that catches the water rushing off during rainfall and releases it slowly to the local drainage system at a controlled rate. The point isn’t to store the water permanently; the point is timing.

When development replaces fields and soil with roofs and pavement, rain that used to soak into the ground now rushes off all at once, creating the overflows that flood streams, overwhelm downpipes, and wash out homes.

The US Federal Highway Administration has a straightforward explanation for tanks and vaults, describing them as “underground structures used to attenuate peak stormwater flows.” According to the same FHWA guidance, they can be made from concrete, metal, or even plastic. A tank’s whole idea is to effectively “cut the top off of a flood peak” and then release the flow at a controlled rate that mimics a pre-developed storm condition downstream of the facility.

Here’s where a critical engineering point – hammered home endlessly by practitioners – comes in: A detention facility doesn’t regulate runoff volume; it regulates runoff flow rate. As one county flow-control design manual clearly explains, “A detention facility’s purpose is to reduce peak runoff flow rate and… it doesn’t regulate volume.” Much the same volume of water exits the property; it just does so much more gradually.

Detention vs Retention vs Infiltration: The Real Differences

Detention, retention, and infiltration all get used synonymously, but actually operate three very different ways. The best way to tell the differences is to ask – what happens to the water after the storm? Most often detention and retention structures are combined on the same site: the upper zone may detain the storm peak, while a permanently full stormwater retention pond can be used to shut off and hold the first flush. Engineers often combine such detention and retention tanks into one stormwater management system to cover both rate and volume.

The Detention vs Retention vs Infiltration 3-Way Matrix: a detention tank controls flow rate and drains empty, while retention holds a permanent pool and infiltration soaks runoff into the ground.
BehaviorDetention tankRetention tank/pondInfiltration system
Water fateReleased slowly to drain/sewerHeld as a permanent poolSoaks into surrounding soil
After the stormEmpties (typically dry)Stays wetEmpties into the ground
Reduces total volume?No — controls rate onlyPartly (evaporation/reuse)Yes — recharges groundwater
Soil neededAny (sealed tank)Any (sealed/lined)Permeable soils only

What is the difference between a retention tank and a detention tank?

A detention tank impounds runoff and then discharges all of it at a controlled rate through a sized orifice, draining empty within a day or two. A retention tank keep a permanent pool that’s slowly infiltrated or reused for irrigation, so it also reduces sheer volume. One quick test: a detention tank is dry between storms; a retention tank stays wet, which also lets it settle out more sediment and pollutants.

What is the difference between a detention tank and an infiltration tank?

An infiltration tank is built to lose water into the surrounding ground, cutting total runoff volume and recharging groundwater – so it only works in permeable soils with good separation to the water table. A detention tank is sealed and discharges to a pipe at a controlled rate; it works on any soil but doesn’t reduce volume.

Retention systems sit in between: they store water permanently for reuse, protecting downstream water resources. Many sites infiltrate what the soil will take and detain the rest.

⚠️ Common misconception: “any stormwater tank cleans the water”

A detention tank’s main job is flow control, not treatment – but the picture is more nuanced than “detention does nothing for water quality.” Stormwater BMP design guidance compiled by the U.S. EPA assumes a well-designed dry detention basin, one with a micropool and extended drawdown, removes roughly 80% of total suspended solids, and on the order of 55% of nitrogen and 68% of phosphorus. Treat those as long-standing design assumptions rather than guaranteed field results – a bare detention tank that empties in minutes removes far less. If water quality is a permit driver, design for extended detention or pair the tank with a separate treatment device.

Stormwater Detention Tank vs Wastewater Detention Tank vs “Detention Time”

Type “detention tank” into Google and you’ll hit three different things that share the name. Be precise when you talk to engineers or suppliers, because the equipment and the standards are completely different for each.

  • Stormwater detention tank (this guide): a civil drainage structure that controls runoff rate from a developed site.
  • Wastewater / CSO detention tank: a tank at or near a wastewater treatment plant that temporarily holds combined sewer overflow so raw sewage isn’t dumped to waterways during heavy rain – a function the U.S. EPA’s NPDES program regulates – buying time before wastewater treatment. Same word, sanitary-sewer context.
  • “Detention time” (hydraulic retention time): not a structure at all – it’s a process number describing how long water sits in an aeration, sedimentation, or septic tank. A spec sheet listing “detention time in hours” means residence time, not stormwater storage.

How a Detention Tank Works: The 4-Stage Flow Path

Every detention tank, whatever it’s made of, moves water through the same four stages: it takes in runoff, holds the storm peak in live storage, meters the outflow through a small flow-control device, and discharges at the permitted rate. Understanding this path is what lets you size a detention tank and troubleshoot it when it misbehaves, because a fault almost always traces back to one of the four.

The 4-Stage Detention Tank Flow Path

  1. Inflow / inlet: Where the water arrives – usually via catch basins and storm drains – preferably to a forebay or calming inlet which drops out coarse material.
  2. Live storage: Water fills up, to retain the storm’s peak in the void space as the level rise.
  3. Flow-control device: Some element (an orifice plate, vortex flow control or a weir) which limits and regulates water exiting the tank, at the allowable rate of release – it’s the single thing that differentiates the tank as a ‘detention’ tank.
  4. Controlled outflow + overflow: the tank slowly releases water at the allowable rate through an outlet to the outfall, matching pre-development flow conditions – an overflow or bypass is included for storms bigger than the design flow.

This is a deceptively important element. As you might imagine from browsing engineering practice forums where practitioners discuss selecting an orifice size to, for instance, “release the target volume over the desired duration (e.g. to meet a 72-hr drawdown on a water quality event)”: ” orifice will likely be very small (perhaps as low as 2.5” diameter)”.

📐 Engineering Note: orifice discharge

The orifice is subject to basic flow dynamics Q = Cd A (2gh), where Q is flow, Cd the discharge coefficient, A the area and g is gravity; as Q depends on h (depth above orifice), you can see how the tank size and the orifice size are intimately and inversely linked. Lower flowrates require larger tanks to achieve a required drawdown time or target volume – a relationship formalized in public design guidance such as Caltrans detention basin design guidance.

Types of Detention Tank by Construction

Detention tanks come in quite a range of forms, from very basic to very expensive – the FHWA groups them as concrete, metal, or plastic structures. The best option depend on the cover depth required over the tanks, any traffic loading they need to withstand, how much ground area you can spare, and obviously the budget. You’re paying for it, make sure you spend it wisely.

The Construction-Type Selector: modular geocellular crates reach the highest storage efficiency for a detention tank, while concrete vaults trade footprint for structural certainty.
TypeVoid ratioInstallBest for
Cast-in-place concrete vault~95%+ (open box)Slow, formwork on siteDeep cover, heavy load, long life
Precast concrete vault~90%+Crane-set sectionsHeavy load, faster than cast-in-place
Precast box culvert~95%Crane-set, modularLinear heavy-load runs
Corrugated metal pipe (CMP)~100% (pipe)ModerateSimple linear runs
Oversized pipe / detention pipe~100%ModerateLow storage volumes, tight budgets
HDPE / PP arch chamberHighFast, no craneOpen-bottom infiltration option
Modular geocellular crateUp to ~95%Fastest, snap-lock, no craneTight footprints, parking-lot fits
Fiberglass (GRP) tankHighCrane-setCorrosive ground, small volumes
Gravel-filled trench~30–35%SimpleLow budget, large footprint available
Open-bottom infiltration chamberHighFastPermeable soils, volume reduction

Void ratios and cost figures are manufacturer-stated typical values and vary by product and site; confirm against the specific datasheet and a project-specific design.

Geocellular’s benefit shows up when you compare the volumes. A gravel-filled trench manages only about a 30–35% void ratio, so the same storage in a modular geocellular system – typically quoted in excess of a 95% void ratio – takes up a fraction of the space. That is exactly why crates have become the default under car parks, where every square metre is developable land (see our underground stormwater detention systems engineering guide for a full comparison of vaults, chambers, and crates). For example, our modular geocellular stormwater detention modules are rated to AASHTO H-20/HS-25 wheel loads, tested to ASTM F2418 for thermoplastic chambers, and assemble by snap-lock without a crane.

⚠️ Engineering Note: thermoplastic creep is real — specify the load class

It’s a common misconception that plastic tank products are ‘set and forget’. Unfortunately this isn’t the case. In a 2024 case study, the American Society of Civil Engineers documented an all-plastic (polypropylene) structure of about 26,000 ft³ capacity that sat under a church parking lot of 94,500 ft². The parking lot settled four months after the load was applied; the cause was that plastic tanks deflect under sustained load over time (creep), which eats away at their buckling resistance and ultimately leads to failure. The message is clear: the plastic itself isn’t the problem if you spec the right load class, use a safe cover depth, protect the units from ultraviolet light before install, and follow the manufacturer’s bedding and backfill exactly.

“The same crate ships to a UK job as an ‘attenuation tank,’ to a Sydney site as an ‘OSD tank,’ and to a Texas parking lot as a ‘detention tank.’ What changes between markets is not the box, it is the outlet control, the cover depth, and the load class the specifier calls up.”

Grayden Du, Export Director, AQUA RainWater Solutions

Underground vs Above-Ground; Residential vs Commercial

Above-ground detention-basically a shallow, dry, excavated pond-is the least expensive way to detain water, provided you’ve enough space. Underground systems cost more per cubic foot but save space at the surface for parking, buildings, or landscaping, and are the usual answer where surface space is limited and a swale or open basin will not fit-usually why developers opt for them in the first place; in dense urban areas they can be the only cost-effective way of managing stormwater on site once land cost is accounted for. For private residences these can be a few hundred gallons stored beneath a back garden; for commercial or industrial properties they may be thousands of cubic meters in volume beneath a yard or car park.

✔ Underground detention — advantages

  • Frees the surface for development or landscaping
  • Fits tight, paved, urban sites
  • Modular systems install in days, not weeks

⚠ Underground detention — limitations

  • Higher unit cost, not always the economical choice
  • Inspection and cleaning are harder (confined space)
  • Load class and burial depth must be engineered

The details can quickly vary based on soil and site conditions. As the US EPA notes, the context can influence detention: soil type (in karst or rapidly permeable areas an impermeable lining will prevent a detention tank from acting like an infiltration trench); water temperature (hotter discharged water can affect the quality and habitat value of colder stream habitats); and dwell time (water remaining stagnant in tanks for three days or more can be a mosquito-breeding source). These factors often justify sealed tanks that can drain water offsite rapidly.

On-Site Detention (OSD) and When Regulations Require a Detention Tank

While most detention tanks exist because someone required you to install one, knowing the governing hierarchy can help clarify how-and from whom-that requirement stems.

What is the purpose of an on-site detention tank?

An on-site detention (OSD) tank caps the rate at which a developed property can discharge stormwater, holding the post-development peak down to the pre-development rate the downstream system was built to handle. That allowable rate is often expressed as a permissible site discharge in litres per second. Your engineer sizes the tank volume and the orifice to meet it. OSD is simply the regional name for site-level detention.

In the US, the federal layer is the National Pollutant Discharge Elimination System (NPDES). Under it, the roughly 855 Phase I MS4s and 6,695 Phase II MS4s must run a post-construction stormwater program that controls runoff from new development using a combination of structural and non-structural practices. Here’s the nuance most guides miss: NPDES creates a program duty, not a federal order to install a specific tank. Whether your site needs a detention tank of this size comes from local ordinances, the jurisdiction’s hydrology manual, and your engineer of record. Those overlapping local and federal regulations, and the environmental compliance they enforce, are the regulatory demands and regulatory requirements that actually trigger most detention projects. The UK reaches the same outcome through sustainable drainage (SuDS) rules for attenuation tanks, while Australia uses council on-site detention (OSD) requirements.

Detention Tank Sizing Basics and What Drives Cost

Exact sizing is actually a hydrograph-routing effort conducted by your engineer, but the basic concept can be drawn on a napkin; namely, the needed storage is the runoff that you don’t have sufficient time to let it out.

Worked example (simplified)

Take a 0.20 ha (0.5 acre, ~2,000 m²) car park with a runoff coefficient C ≈ 0.90, hit by a 1-hour design storm of 50 mm. Pre-development (allowable) discharge is 5 litres/second.

  • Inflow volume ≈ area × depth × C = 2,000 × 0.050 × 0.90 = 90 m³
  • Allowed outflow over the storm = 5 L/s × 3,600 s = 18,000 L = 18 m³
  • Required storage ≈ inflow − outflow = 90 − 18 = 72 m³ (≈ 2,540 ft³)

This first-pass calculation doesn’t consider routing and antecedent conditions; a complete design – of the kind peer-reviewed EPA-indexed studies model with full physical and CFD analysis – requires the local rainfall intensity-duration-frequency curves, as well as the routed hydrograph.

On cost, our stormwater detention cost per cubic foot analysis puts the working range at roughly $8.50 to $17 per cubic foot installed, with modular crate systems often quoted near $9–$11 and excavation alone around $18 to $55 per cubic yard. Depth, water table, load rating, and haul distance drive most of the variation, so treat any single figure as a starting point, not a quote.

Detention Tank Terminology and Brand Decoder

There are as many words for detention tanks, half as the problems: it’s one buried storage system known as several off-the-shelf terms regionally and dozens of brand names from manufacturers. Whatever the label, public stormwater glossaries such as King County’s define them all by the same controlled-release flow-control function.

The Detention Tank Terminology Map: one underground storage concept, sold as a “detention tank,” “attenuation tank,” or “OSD tank” depending on the market.
RegionCommon termRegulatory frame
United StatesDetention tank / underground detention systemNPDES/MS4 + local ordinance
United KingdomAttenuation tankSuDS
Australia / NZOn-site detention (OSD) tankCouncil OSD

At the product level there are many brands of modular systems available. For the branded modular systems you’ll see StormTech and StormTank, Chambers from Cultec, R-Tank and Atlantis, Wavin AquaCell, modules from Ausdrain, etc. Where these systems differ is void ratio, load rating, and inspection access, but they all achieve the same detention objective. When comparing them avoid the brand names, and focus on three numbers – your void ratio, your load class and how you can clean out your system after it’s installed and buried.

Inspection, Maintenance, and Confined-Space Safety

A detention tank is only as good as long as it’s clean. Every time it rains, a storm washes in sediment, bits of trash, and the like, settling them all around the outlet and clogging the flow-control orifice, which backs water up into the tank. Industry standards and experience recommend inspection and maintenance after significant storms and at a minimum of four times per year, with more frequent maintenance on dirty catchments. A stormwater filter or sediment forebay upstream traps particulate before it reaches the outlet. Crews clear the tank with a vacuum truck or a high-pressure jet, and you have to keep the outlet structure – including any debris screen – free of trash. Designing the tank with a micropool or forebay and the appropriate access points greatly cuts costs over the tank’s multi-decades lifespan.

⚠️ Safety: an underground tank is often a permit-required confined space

Don’t crawl into a buried tank for inspection, cleaning or other work unless it’s truly unavoidable. OSHA’s confined space standard, 29 CFR 1910.146, directly identifies tanks, vaults and pits as confined space environments potentially susceptible to limited access/egress and hazards. Regulate any such entry as a permit-required confined space — monitor, ventilate, attend to the worker and comply with your entry plan.

Design the site with future access for maintenance to make this dangerous entry impossible.

Industry Outlook: Why Underground Detention Demand Is Rising

The pressures on detention are structural and systemic, not episodic, and the push is being driven far more by regulatory, infrastructure age, and land economics than by a market size headline. The American Society of Civil Engineers’ 2025 Report Card for America’s Infrastructure graded the nation’s stormwater systems a D. The spending gap behind that grade traces to the U.S. EPA’s 2022 Clean Watersheds Needs Survey, which put the 20-year MS4 capital need at $115.3 billion – up from $23.8 billion in 2012. The miles of impaired U.S. rivers and streams grew from approximately 424,000 in 2010 to more than 703,000 in 2022 and impervious surface area in the U.S. continues to increase by ~1% every 5 years, straining ageing stormwater infrastructure and the urban water resources it protects. This is exactly why sustainable drainage systems and underground detention are spreading.

These realities leave any engineer or project manager specifying detention today with two key decision imperatives: the first – as tightly coupled by the first set of structural drivers – are the realities of premium urban space (requiring storage beneath rather than between structures); the second are the trends identified by the U.S. Global Change Research Program as to intensifying single day rain events – which have the effect of widening a design weather storm and thus invalidating today’s calculations for the storms of tomorrow. What to do? Build it right to the current data; account for spare capacity to take tomorrow’s data; and engineer with locked load class and maintenance access for future, otherwise crippling retrofits. A resilient detention design is the smart investment, heading off far higher future cost and complexity. To help quantify, analysts have projected the size of the global stormwater detention tank market in the low billions with high-single-digit annual growth; that data’s just to provide context on market size because our drivers are in regulatory and climate signaling.

Detention Tank FAQ

Do I need a detention tank for my project?

View Answer
Usually yes if you are adding impervious area such as roofs or pavement, because most jurisdictions require post-development discharge to be held to the pre-development rate. Whether a tank is mandated, and how big, is set by your local stormwater ordinance and confirmed by your engineer of record from the site’s drainage calculations, not by a single national rule.

How long does a detention tank hold water?

View Answer
A detention tank is designed to drain empty, typically within about 24 to 72 hours after the storm peak, with the exact drawdown set by the outlet orifice. That is the key difference from a retention tank, which keeps a permanent pool. Fast drawdown also avoids standing-water and mosquito problems on the site.

Can a detention tank go under a parking lot or driveway?

View Answer
Yes — placing detention beneath parking lots is the most common underground application, and it is the main reason developers accept the higher cost, since it frees the surface for use. Your system must be rated for the traffic, typically AASHTO H-20 for standard vehicles or HS-25 for heavy loads, and installed with the cover depth and backfill the manufacturer specifies. Under-rating the load class is a leading cause of failure.

How often should a detention tank be inspected and cleaned?

View Answer

A practical schedule is a visual inspection after every major storm and at least once a quarter, even where the jurisdiction only mandates an annual check. You are looking for sediment accumulation around the outlet, a clogged orifice or debris rack, standing water that should have drained, and any settlement above the system.

Sediment is removed with a vacuum truck or high-pressure jet. Remember that entering a buried tank is a permit-required confined space under OSHA 29 CFR 1910.146, so design inspection access that minimizes the need for entry. Neglected systems silently lose capacity and fall out of compliance.

What is the difference between a detention tank and a soakaway or infiltration system?

View Answer
A soakaway or infiltration system is built to let water seep into the ground, so it reduces the total runoff volume and recharges groundwater — but it only works where soils are permeable and the water table is low enough. A detention tank is sealed and discharges to a pipe at a controlled rate; it works on any soil but does not reduce volume. Sites with marginal soils often infiltrate what they can and detain the rest.

Is a detention tank the same as an attenuation tank?

View Answer
Effectively yes. “Attenuation tank” is the term used in the UK, while “detention tank” is the US term and “OSD tank” the Australian one. Whatever the label, public stormwater glossaries such as King County’s define them all by the same controlled-release storage function.

How much does a detention tank cost?

View Answer

A common working range is about $8.50 to $17 per cubic foot of installed storage. Modular crate systems often sit near $9 to $11 per cubic foot, while depth, load rating, and excavation can push deep or heavy-traffic sites toward the top of the range, so treat any single figure only as a planning number.

Planning a detention tank? Get a project-specific design.

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About This Guide

We build geocellular detention, attenuation, and infiltration systems and ship them to civil projects across the US, UK, Australia, the GCC, and beyond – which is the only reason we devote this much space to regional terminology and the thermoplastic-creep failure mode. We supply the same product into markets that each call it something different: an ‘attenuation tank,’ an ‘OSD tank,’ a ‘soakaway crate,’ or a dozen other names. The naming map and load-class cautions here come from that experience. Reviewed by the AQUA RainWater technical team.

References & Sources

  1. Stormwater BMPs in an Ultra-Urban Setting: Detention Tanks and Vaults — U.S. Federal Highway Administration
  2. Stormwater Best Management Practices: Dry Detention Ponds — U.S. Environmental Protection Agency
  3. National Menu of BMPs: Post-Construction Stormwater — U.S. EPA (NPDES)
  4. Clean Watersheds Needs Survey (2022) — U.S. Environmental Protection Agency
  5. Flow Characteristics of Individual Lot Stormwater Detention — U.S. EPA (HERO)
  6. Stormwater Glossary — King County, Washington
  7. 2025 Report Card for America’s Infrastructure: Stormwater — American Society of Civil Engineers
  8. Warning: Underground Plastic Stormwater Detention Systems — American Society of Civil Engineers
  9. 29 CFR 1910.146 Permit-Required Confined Spaces — U.S. Occupational Safety and Health Administration
  10. Detention Basins Design Guidance — California Department of Transportation (Caltrans)

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