Two Families, One Variable
Soil leaves a site when water moves fast enough to lift it, and stays put when the water slows below that threshold. That single variable sorts every line on an erosion and sediment control plan into one of two families: measures that hold velocity down so detachment never starts, and measures that intercept a flow already carrying load and give the particles somewhere to fall out. Decide which family a control belongs to before you put it in the ground.
Velocity controls are the cheap half. They work every hour of every storm and protect the material you want to keep. Capture controls cost money continuously through access, clean-out, disposal and re-grading, and they perform only in proportion to how long they hold water still. A site leaning on silt fence and a basin to do the whole job has already conceded the first family.
Sorting predicts failure too. Anything in the slowing family fails by being outflanked, undercut or overtopped, and the tell is a rill cut around or beneath it. Anything in the catching family fails by filling, short-circuiting, or taking concentrated flow it was never rated for, and the tell is a plume at a discharge point.
Grain size sets the ceiling on what the second family can achieve. Sand drops out of still water almost immediately, silt takes minutes to hours, and clay stays in suspension long past any detention time a construction basin offers. On clay-rich subgrades a basin can meet its storage volume exactly and still discharge water an inspector calls dirty, which argues for spending the effort upstream while velocity is still controllable.
Keeping Clean Water Off Disturbed Ground
Run-on from undisturbed ground above a cut arrives clean and leaves loaded. Intercepting it at the crest is the highest-value velocity work on most jobs: every acre diverted never contributes to basin sizing, fence drainage area or the clean-out schedule.
Diversion berms and swales along the crest need positive grade to a stable outlet and a lining chosen for the velocity they will carry, not for what is convenient to place. A bare earth diversion on a steep grade becomes the gully it was built to prevent. Where the diversion sheds water down the face, use a temporary slope drain, pipe rather than open channel, with a flared inlet below the berm crest and the entrance anchored so the first storm cannot lift it.
Outlets deserve the same attention as inlets. A slope drain discharging onto unprotected fill relocates the erosion to the toe, so terminate on an apron, a level spreader or a stable channel. Sequencing counts for more than the detail: diversions belong in the ground before the cut begins, with a path off site that survives the next phase of grading.
A diversion works only while it keeps falling toward its outlet, so turn the levels shot along the crest into a percentage and check that figure against the lining you were planning to place.
The vertical change in height over the run.
The horizontal distance over which the rise occurs.
Slope grade
8.974 %
- Angle
- 5.13 degrees
They open the calculator with your figures already in it
Slope & Grade Calculator: 8.97 % — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
What this calculation does not cover
- Run is taken as the true horizontal distance between the two ends, and nothing converts a tape laid along the sloping face into that horizontal — measure along the surface instead and the grade reads lower than the ground really is, with the gap widening as the slope steepens.
- Rise is read as a magnitude only, so a drop and a climb of the same size return the same positive grade and a negative entry is floored to zero; which end is higher stays your own note rather than something the answer carries.
- Both figures describe a single straight line drawn between the two points you measured, so any crest, dip or bench sitting between them is averaged away, and cross-fall across the width of a drive or path is not part of the arithmetic at all.
- The output covers grade percent and the matching angle; the sloping distance itself — what you would order ramp board, handrail or edging against, and always longer than the run — is not worked out, nor is the result expressed as the 1-in-X ratio that specifications are often written in.
- No ceiling is applied to the outcome: a 2% fall and a 45% bank come back with identical confidence, and the accessible-ramp and driveway grade figures quoted in the questions below are context for reading your number, not a test the calculation runs against it.
Breaking the Slope Face Into Shorter Runs
Sheet flow gains velocity with distance and depth, so slope length is the variable a grading crew controls directly. Benches, interceptor swales and temporary berms cut a long face into runs short enough that flow never concentrates, and each interruption buys more than cover laid over the unbroken length.
Surface roughening earns its keep immediately after rough grade. Track the slope with the dozer running up and down so the cleats leave grooves across the contour, never along it; each groove is a small dam and a seed bed. A face left smooth and sealed by a rubber-tyred scraper sheds nearly everything that lands on it.
Cover is the second half of the same idea, and the choice between hydraulic mulch, crimped straw and a rolled erosion control product follows the slope angle and the exposure period. Rolled products are tested for slope service under ASTM D6459, Standard Test Method for Determination of Rolled Erosion Control Product (RECP) Performance in Protecting Hillslopes from Rainfall-Induced Erosion, and for channel service under ASTM D6460, Standard Test Method for Determination of Rolled Erosion Control Product Performance in Protecting Earthen Channels from Stormwater-Induced Erosion. Match the tested application to the one in front of you.
Installation decides whether a blanket earns or wastes its cost. The upslope end goes into an anchor trench at the crest and is backfilled, seams overlap in the direction of flow, and the fabric must sit in continuous contact with the soil, because a blanket bridging over a clod carries water underneath it at full velocity. Staple pattern comes from the manufacturer's chart for that product and slope, and on work near sensitive habitat check whether the permit restricts synthetic netting.
The cover that holds a graded face
- Rolled erosion control product — buy it against the area of the face rather than the plan shape below it, and against the exposure period the schedule really implies
- Seed and its mulch — the cover the blanket is protecting until it takes; poundage comes off the bag's own rate for the mix specified, not off a habit Grass Seed Calculator
- Respread topsoil — deep enough for roots to hold and thin enough to bond to the cut beneath, which makes depth as much a purchase decision as area Topsoil Calculator
- Track-roughened subgrade — cleat grooves running across the contour, each one a small dam and a seed bed; the angle of this face governs everything laid over it Slope & Grade Calculator
Where Flow Concentrates: Channels, Check Dams and Armour
Once flow leaves sheet conditions for a defined channel, the governing numbers become velocity and boundary shear. Channel linings are selected against that pair, and FHWA HEC-15, Design of Roadside Channels with Flexible Linings, is the reference most agency manuals point to for the comparison between grass, blanket, turf reinforcement and rock.
Check dams buy time in a ditch steeper than its lining can take. Build them with a notched centre lower than the outer edges so flow stays mid-channel, key the ends into the banks, and space them so the toe of the upstream dam sits at the crest elevation of the one below. Rock check dams need a stone size that will not travel and a protected downstream apron; wattle and bag versions belong only in low-velocity ditches, and none of them belong in a live stream.
Riprap answers the places where water will arrive fast regardless of what happens upstream: culvert outlets, channel bends, slope toes and outfalls. The stone must be angular and well graded, placed to full thickness in one operation rather than dumped and spread thin, and keyed in at the toe below the expected scour depth so the face cannot unravel from the bottom up. Underneath goes a filter, geotextile or granular; without one the fines pump out through the voids and the armour settles into a hollow.
Energy dissipation at pipe outlets follows the same logic; FHWA HEC-14, Hydraulic Design of Energy Dissipators for Culverts and Channels, covers the structures for places a plain rock apron will not hold. Geotextile for highway work is commonly specified against AASHTO M 288, Geotextile Specification for Highway Applications, with overlap and anchorage from the project detail.
Riprap is bought by volume and installed by thickness, so the face area and layer depth need settling here, before the first truck is loaded and a short order leaves an outfall half armoured.
The slope surface area to be covered with riprap.
The average thickness of the placed riprap stone layer.
Riprap volume needed
47.78 yd³
They open the calculator with your figures already in it
Riprap Slope Protection Volume Calculator: 47.78 yd³ — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
Estimated cost — your price
This site holds no price list for this material — local prices vary too much to publish honestly. Enter your supplier's price and the result is costed with it.
What this calculation does not cover
- This is a quantity take-off, not a riprap design. It does not size the stone or set the blanket thickness, and it makes no check against flow velocity, wave exposure, bank height or slope angle. Both numbers you type have to come from a design or a project specification.
- Toe keys, launch aprons and crest anchor trenches are not included. Those sit outside the slope face you measured, and on a bank or channel job the toe trench is often the largest single extra over the blanket itself.
- The answer is the stone blanket alone. Bedding, a granular filter course or geotextile underlayment called for beneath the riprap is separate material and separate volume.
- No allowance is made for stone lost into a soft or over-excavated subgrade, or for the thickness overrun that comes from placing rock on a rough graded slope. Placed riprap generally takes more stone than the nominal blanket.
- This is volume, not weight. Converting to tonnes or tons needs the placed density of the specific gradation from your supplier, not a solid-rock density, and the difference is large enough to change a delivery count.
Catching at the Perimeter
Silt fence is a sheet-flow filter and nothing else. It ponds shallow flow long enough for the coarse fraction to settle behind it, so it has to sit on the contour, carries a limited drainage area per length, and fails outright when concentrated flow reaches it. Fence run down a slope, or across a swale, is the most common installed-wrong item on any site.
Materials and installation both have consensus standards worth naming in a submittal: ASTM D6461, Standard Specification for Silt Fence Materials, and ASTM D6462, Standard Practice for Silt Fence Installation. Filtering performance of the fabric is measured under ASTM D5141, Standard Test Method for Determining Filtering Efficiency and Flow Rate of the Filtration Component of a Geotextile Using Site-Specific Soil Material, and device effectiveness in sheet flow under ASTM D7351, Standard Test Method for Determination of Sediment Retention Device Effectiveness in Sheet Flow Applications.
Field details decide the outcome. Toe the fabric into a trench and compact the backfill so water cannot slide underneath; set posts on the downhill side with the fabric on the upslope face; wrap and staple joints at a post rather than lapping them mid-span; and turn the ends uphill in J-hooks so a run cannot flank at its low end. Post spacing, trench dimensions and the maximum contributing area per hundred feet of fence are set by the state manual or the local standard detail, and they differ enough between jurisdictions to be worth reading each time.
Wattles, compost socks and rolled filter media substitute where a trench is impractical, on rock, over pavement or across a finished surface. They rely on continuous ground contact and on stakes driven through the body of the roll rather than around it, and they hold back less water than fence, so expect closer spacing.
Catching in Storage
Traps and basins are the last line, and their only working principle is time. Water held still long enough drops what it carries, so every decision from inlet position to outlet type exists to lengthen the path and slow the release.
Federal permitting has for some years required a sediment basin where ten or more acres of disturbed ground drain to a common point, together with an outlet that withdraws from the surface rather than the bottom. Storage volume per disturbed acre, the design storm and the required dewatering time come from the state general permit or the state erosion and sediment control manual, and those numbers vary considerably. Federal effluent guidelines sit in 40 CFR Part 450, Effluent Limitations Guidelines and Standards for the Construction and Development Point Source Category; a numeric turbidity limit once written into that rule was withdrawn, leaving numeric discharge criteria to the states that set them.
Build quality matters as much as volume. Compact the embankment in lifts rather than pushing loose fill over the edge, install the anti-seep collar or filter diaphragm the plan calls for, and cut the emergency spillway in undisturbed ground rather than in fill. Baffles across the pool force flow to traverse the whole basin instead of tracking straight from inlet to riser, and a skimmer draws the cleanest water off the surface at a controlled rate.
Mark the clean-out elevation on a staff gauge the day the basin is finished. Sediment past the trigger depth steals detention time, and a basin at half its design volume behaves like a wide spot in a ditch. Where the clay fraction defeats plain settling, some jurisdictions permit anionic polyacrylamide or another flocculant; approval, product type and dosing are regulated because of aquatic toxicity, so confirm before ordering.
Storage volume is the one number the permit writer and the receiving water both check, so it belongs here, fixed before the embankment is shaped rather than after the first storm proves the pool short.
Only the area that actually drains to this basin.
252 m³/ha is the metric equivalent of 3,600 ft³/acre.
Dead storage below the outlet for accumulated sediment.
Basin storage volume
791 yd³
The storage-per-area rule is a widely used screening basis. Your permit may instead require a design-storm calculation, which can give a materially different volume.
- Drainage area
- 4.94 acres
- Drainage area in acres
- 4.94 acres
- Wet storage
- 659.21 yd³
- Sediment storage
- 131.84 yd³
- Total in cubic yards
- 791.06 yd³
- Clean out when sediment reaches
- 65.92 yd³
They open the calculator with your figures already in it
Sediment Basin Sizing Calculator: 791 yd³ — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
Estimated cost — your price
This site holds no price list for this material — local prices vary too much to publish honestly. Enter your supplier's price and the result is costed with it.
What this calculation does not cover
- Does not design the outlet, the emergency spillway, the embankment or the dewatering device — all of which are required and none of which follow from the volume alone.
- A basin retaining water above a certain height or volume may be a regulated impoundment requiring engineered design and separate approval.
- Sizing is only half the job. A basin that is not cleaned out when sediment reaches its trigger level stops removing sediment, and that is the most common field failure.
The Openings: Inlets, Entrances and Discharge Points
Every site has a handful of places where controlled ground meets the public network, and they generate a disproportionate share of violations. Storm inlets inside the limits of disturbance need protection that filters without flooding the travel lane, so every device needs a defined overflow; a blocked inlet ponding into a road is worse than the sediment it stopped.
Stabilized construction entrances are velocity controls in disguise: coarse angular stone over geotextile, long enough and thick enough to shake the tyres of a loaded truck before it reaches pavement. Stone plugged with mud stops working, so budget for replenishment. Track-out gets swept and collected, never hosed toward a gutter, and entrance length, stone gradation and whether a wash rack is mandated all come from the local standard.
Concrete washout belongs in a lined, signposted containment with freeboard maintained and hardened material removed before capacity is lost, since the alkalinity of the wash water is a pollutant in its own right, independent of turbidity. Dewatering discharges route through a bag, tank or treatment cell and then onto stable vegetated ground; a pump aimed straight at a silt fence will blow it out, and an intake resting on the bottom of an excavation lifts the very material you are trying to keep.
Stockpiles sit in the same category: perimeter control downhill, cover or temporary seed, and a location off the drainage path. Topsoil piles are fine-textured, freshly loosened and the easiest material on site to lose.
Entrance stone is sold by the ton and judged by its depth, so work the pad at full thickness — then work it again for the replenishment plugged stone will need long before the job closes out.
The total area to be covered with gravel base.
The target compacted thickness of the base layer.
The in-place density of the base once it is compacted.
Gravel base needed
73.8 tons
Actual density varies by material gradation and compaction — confirm with your supplier's specific product density for a precise order quantity.
- Volume
- 39.81 yd³
- Equivalent in US (short) tons
- 73.82 tons
They open the calculator with your figures already in it
Gravel Base Layer Tonnage Calculator: 73.82 tons — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
Estimated cost — your price
This site holds no price list for this material — local prices vary too much to publish honestly. Enter your supplier's price and the result is costed with it.
What this calculation does not cover
- This is a take-off, not a pavement design. It multiplies out whatever compacted thickness you enter; nothing here derives that depth from traffic loading, subgrade strength, drainage or frost depth, which come from a pavement design or your local road authority's standard.
- Geometry is a flat plan area at one uniform depth. Crown and cross-fall, a formation that steps between thicknesses, a dig that deepens where the subgrade was soft, and edge thickening or haunching at the perimeter all fall outside area x thickness.
- No waste, spillage or subgrade-loss allowance is applied. The figure is the exact in-place mass, so stone lost into a soft or uneven formation, over-excavation, haul and spread losses, and the tail end of a part-load all sit on top of it.
- The density field is an in-place compacted density. A supplier's loose bulk density and a weighbridge ticket carrying free moisture are different quantities, and substituting either moves the tonnage: the wetter the delivered material, the less dry stone a given delivered weight puts on the ground.
- It covers one layer of one material. A base and sub-base of different gradations, a bedding or blinding course, and the geotextile or separation membrane between stone and subgrade are not counted here.
Sequence: Which Family Leads Each Phase
Order of work does more for water quality than product selection. The catching family goes in first, because the slowing family cannot exist until something is growing or armoured, and the catching family comes out last, because until then it holds what the site could not.
Phasing limits exposure. Clearing only what will be worked and stabilized in the near term keeps disturbed acreage, and with it basin size and fence length, proportionate to what the crew can finish.
Removal carries its own sequence trap. Pulling a fence, a trap or an inlet device leaves bare, loosened ground at precisely the drainage low point, and that scar needs seed the same day. Basin decommissioning turns accumulated sediment into fill that has to go somewhere stable, and not back onto the slope just finished.
- Install the construction entrance, perimeter fence and clean-water diversions before the first tree comes down.
- Excavate traps and basins in the first phase of earthwork, so storage exists before the disturbance that feeds it.
- Clear and grub only the phase in front of the crew, not the full limits of disturbance.
- Rough grade to positive drainage at the end of each shift; leave nothing ponding against fill or draining over an unprotected face.
- Roughen and cover any area going idle beyond the permit's stabilization deadline, commonly fourteen days under the federal construction general permit and shorter in some states.
- Line permanent channels and place outlet armour before flow is turned into them.
- Respread topsoil, seed and mulch as areas reach final grade rather than waiting for the whole site.
- Remove capture controls only once the upslope area meets the permit's cover threshold, then stabilize the ground disturbed by the removal itself.
Temporary seeding is a deadline item rather than a landscaping one, and holding a poundage for whatever acreage has gone idle is what lets cover go down inside the permit's stabilization window.
The length of the area to be seeded.
The width of the area to be seeded.
Printed on your grass seed product's label — varies a lot by species. In metric terms, 5 lb per 1,000 sq ft is about 24 g/m².
Estimated grass seed needed
4.29 lb of seed
- Lawn area
- 858 sq ft
They open the calculator with your figures already in it
Grass Seed Calculator: 4.29 lb of seed — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
Estimated cost — your price
This site holds no price list for this material — local prices vary too much to publish honestly. Enter your supplier's price and the result is costed with it.
What this calculation does not cover
- Area is a single length × width rectangle, so a flower bed, path, tree ring or patio sitting inside the measured footprint is still counted as seedable lawn; an irregular garden has to be split into rectangles and the separate runs added up by hand.
- Only the seeding-rate box is frozen in lb per 1,000 sq ft (93 m²) — that field carries no dimension, so the metric/imperial switch skips it, while the lawn dimensions and the headline weight both follow the system you pick; the 24 g/m² figure in its help text is a reference note, not a second entry box.
- The rate you type multiplies the whole lawn at once, so a shaded strip you would sow heavier, or a thin patch you are only overseeding, needs its own separate run rather than one blended figure.
- Nothing is added on top of area × rate: no spreader overlap or calibration spill, no seed lost to wash-off on a slope or taken by birds, and no rounding up to the bag sizes seed is actually sold in, so buy the next bag up rather than the bare decimal shown.
- Weight here is bulk product weight, not live seed — the germination percentage and purity printed on the lot's tag never enter the arithmetic, so a tired bag and a fresh one of the same species give very different stands at the same label rate.
- Entries outside the accepted range are pulled back when you leave the field, with a notice saying so: the rate is held between 1 and 10 lb (4.5 kg) per 1,000 sq ft (93 m²) and each side of the lawn to 200 m (about 656 ft), so a very light sowing or a paddock-sized run is recomputed at the nearest limit instead of as typed.
Inspection, Maintenance and Records
Inspection frequency is a permit condition, not a preference. The federal construction general permit has offered a choice between inspecting once every seven calendar days, or once every fourteen days plus within twenty-four hours of a qualifying storm, with a quarter inch of rainfall the common trigger. States running delegated programmes set their own intervals and thresholds, and a local MS4 ordinance can be stricter than either.
Walking the site finds controls that have moved from working to nominal. Fabric bellied out and holding sediment to two thirds of its height, a check dam with a scour hole below it, a blanket lifting at the crest, a wattle with daylight beneath it: all still look installed from the road.
Corrective action deadlines are written into the permit alongside the inspection interval, and the record is what proves compliance months later: photographs, dates, rainfall, what was found, what was done and when. A file showing problems found and fixed reads far better in an enforcement conversation than a run of clean reports followed by a plume in the receiving water.
Reading a Failure Back to Its Family
Damage on the ground names the family that failed, which shortens the argument about what to change. A rill or gully means velocity was never controlled, and no amount of additional fence will fix it. A visible plume at a discharge point with the slope face intact means the capture side is undersized, short-circuiting or full.
Each failure below belongs to a family, and the fix belongs to the same one: a blown-out fence replaced by a heavier fence repeats the mistake when concentrated flow above it needed a diversion.
| What you see | Which family failed | What actually fixes it |
|---|---|---|
| Rill or gully cut down a graded face | Slowing | Shorten the run with a bench or berm, roughen and cover; fence at the toe cannot undo it |
| Silt fence flat on the ground or blown out mid-run | Slowing, upstream | Find the concentrated flow feeding it, divert or check-dam it, then rebuild the fence on contour |
| Water tracking underneath an intact fence | Catching, installation | Re-trench and compact the toe; the fabric was laid on grade instead of keyed in |
| Scour hole immediately below a check dam | Slowing, detailing | Add a downstream apron and re-check spacing so the toe of one dam meets the crest of the next |
| Riprap face slumped, stone collected at the bottom | Slowing, foundation | Missing or torn filter and an unkeyed toe; rebuild with the filter layer and key below scour depth |
| Clear water entering a basin, turbid water leaving | Catching, hydraulics | Short-circuiting or too little detention; add baffles, move the inlet, check outlet draw and clean-out depth |
| Blanket lifted with flow running beneath it | Slowing, installation | Anchor trench at the crest, seams lapped in the flow direction, full soil contact before stapling |
| Mud on the public road at the gate | Catching, entrance | Replenish or lengthen the stone and sweep it up; hosing it into the gutter trades one violation for another |
What to have on the ground before the first storm
Two families, two shopping lists. Quantify the armour and the storage early, because both are ordered in bulk and neither can be improvised the morning after a rain event.
- Riprap: D50 and layer thickness off the detail — Thickness typically runs one and a half to two times D50; gradation matters as much as the D50 itself, and rounded stone will not interlock.
- Filter layer under every armoured face — Geotextile or granular, with overlap and anchorage per the project detail. Without it the slope pumps fines out through the voids.
- Silt fence fabric, posts and staples — Specify materials to ASTM D6461 and installation to ASTM D6462; the trenched and compacted toe is what makes the run work.
- Basin storage plus a marked clean-out depth — Set the volume from the state manual, then paint the clean-out elevation on a staff gauge the day the basin is finished.
- Temporary cover: seed, mulch, tackifier or blanket — Stock enough to stabilize idle ground within the permit's deadline, not just areas that have reached final grade.
- Entrance stone and geotextile, with a replenishment allowance — Track-out onto the public road is among the most frequently cited items, and plugged stone stops working long before it looks spent.
Opens the calculators above on one screen with the dimensions from this article already filled in. Quantities only — this site publishes no price list, because local prices vary too much to publish honestly.