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Slope and Erosion Control

How to Build Rock Check Dams in a Graded Swale

A freshly graded swale looks clean until the first storm sends water down it fast enough to cut a trench right through the middle.

Series of low gray stone barriers crossing a freshly graded grassy drainage swale on a construction site after rain

A freshly graded swale looks clean until the first storm sends water down it fast enough to cut a trench right through the middle. Rock check dams slow that water in steps, drop the sediment it carries, and give grass a chance to root before the channel washes out.

I design drainage for small residential and commercial grading jobs, and rock check dams are one of the most useful temporary controls on a site. They are also one of the most often built wrong. This guide covers when to use them, how far apart to place them, and the details that decide whether they hold.

What rock check dams do in a swale

A check dam is a small barrier built across a drainage channel. Water pools behind it, slows down, and spills over the top at a lower speed than it would reach on an open slope. Each dam creates a short, calm pool where sand and silt settle out.

They work best in small channels draining 10 acres or less, on slopes up to roughly 10 percent. Above that, the dams get so close together that a lined channel or rip rap usually makes more sense. Check dams are a temporary practice in most stormwater plans, meant to protect the swale until vegetation or permanent lining takes over.

They do not belong in live streams or in channels that carry flow every day. Those need a permit and a different design entirely.

Spacing rock check dams correctly

Spacing is the detail that decides everything. The rule: the toe of the upstream dam should sit at the same elevation as the top of the center of the next dam downstream. That way, each pool backs water right up to the dam above it, and no section of channel runs fast.

You can work out spacing with simple math. Divide the dam height at the center by the channel slope.

Channel slopeCenter height 2 ftCenter height 1.5 ft
2 percent100 ft apart75 ft apart
4 percent50 ft apart38 ft apart
6 percent33 ft apart25 ft apart
8 percent25 ft apart19 ft apart
10 percent20 ft apart15 ft apart

Use a hand level or a laser to set this in the field. Eyeballing spacing on a 4 percent slope is how you end up with long fast stretches between dams.

Building a check dam that holds

A good dam takes two people about an hour once the stone is on site. Here is the sequence I give crews.

  1. Pick the stone. Use 2 to 9 inch angular rock, sometimes specified as class I rip rap or a similar mix. Round river rock rolls out under flow. Angular stone locks together.
  2. Lay geotextile first. Put a strip of nonwoven filter fabric under the dam footprint, extending a few feet downstream. It stops water from undercutting the rock.
  3. Set the height. Keep the center no higher than 2 feet. Taller dams push water around the ends and erode the banks.
  4. Make the center lower than the ends. The center should sit at least 6 inches below the outer edges. This is the spillway, and it keeps overflow in the middle of the channel.
  5. Key the ends into the bank. Extend the dam at least 18 inches up each side slope, above the expected water line.
  6. Armor the downstream side. Place a short apron of the same stone below the spillway to absorb the drop.

Side slopes on the dam itself should be about 2 to 1 or flatter. A steep, tall pile of rock moves in the first big flow.

The most common failure

Water going around the ends of the dam is the failure I see most. It happens when the center is not lower than the ends or when the ends are not tied into the bank. Once flow cuts around one side, it forms a new gully next to the dam, and the dam becomes useless.

The counter-take: skip the bigger rock

Crews and owners often think bigger is safer, so they bring in 12 to 18 inch boulders. Big rock looks solid, but it leaves large voids that water rushes through with little slowing and almost no sediment drop. You end up with fast flow through the dam instead of a calm pool behind it.

The 2 to 9 inch mix packs tighter. Some water still seeps through, which is fine and keeps the pool from standing too long, but the flow slows enough to drop silt. If a site needs larger stone because of high flow, that is a sign the channel needs rip rap or a lined section, not oversized check dams. Our comparison of rip rap versus erosion blankets helps with that choice.

What rock check dams cost on a small job

For a typical residential swale 200 feet long on a 4 percent slope, you need about five dams. Each 2 foot dam across a 6 foot wide channel uses roughly 1.5 to 2 tons of stone. Delivered angular rock often runs 40 to 70 dollars a ton depending on the quarry distance, and geotextile adds a few dollars per dam. Plan on 500 to 900 dollars in material for the whole swale, plus about half a day of labor for a two person crew with a skid steer. That is far cheaper than regrading a washed out channel after one bad storm.

Inspection and cleanout

Check dams fill up. That is their job, but a full one stops working. Inspect after every rain of half an inch or more, and at least once a week during active grading.

  • Remove sediment once it reaches half the height of the dam at the center.
  • Replace any stone that has moved, especially at the spillway.
  • Look for scour at the ends and below the apron.
  • Note any new channel forming beside the swale.

When the swale has a stand of grass at about 70 percent cover, remove the dams carefully, starting at the top of the channel. Seed and mulch the disturbed spots right away. Pulling dams too early is a common reason a slope fails after the first storm, so be patient.

Check dams also work alongside perimeter controls. On most sites I pair them with silt fence that actually holds sediment along the low edge of the disturbed area.

Frequently asked questions

How far apart should rock check dams be?

Space them so the toe of each upstream dam sits level with the top center of the next dam down. In practice, divide the center height by the channel slope. A 2 foot dam on a 4 percent slope means about 50 feet between dams.

What size rock is used for check dams?

Most designs call for angular stone from 2 to 9 inches, set over geotextile. Angular rock locks together better than round stone. Very large boulders let water rush through and trap little sediment.

Are rock check dams permanent?

Usually not. They are a temporary control that protects a swale until grass or a permanent lining is established. Once vegetation covers about 70 percent of the channel, remove them and stabilize the spots where they sat.

MO
Marisela Ortiz

Marisela spent eleven years stamping site plans for a municipal engineering firm before she got tired of watching good drainage designs get value-engineered out of the final build. She writes about the gap between a stamped plan and what actually gets graded.

More posts by Marisela

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