Sitework

Clearing and Grubbing a Wooded Lot

A treed lot bills twice: once for the brush and stumps it makes, and again at the scale house, where soil on a root ball changes the rate you pay.
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Standing at the Gate With a Tape and a Phone

Second-growth mixed woodland on a half-acre infill plot, a survey peg at each corner, and a client who wants a number by Friday. From the road the job looks like three days of machine time. What decides whether that guess holds is nothing you can see from the kerb: how deep the root mat runs under the leaf litter, how many stems are large enough that the stump has to be dug rather than ground, and what the transfer station calls the first load that arrives with soil clinging to the roots.

Two of those three are answered by walking the lot with a spade and a diameter tape before the quote goes out. The third is answered by a phone call to the scale house, and it is the one most often skipped, because the gate rate feels like a detail to confirm later. It is not a detail. On a wooded lot the disposal line frequently outruns the machine line, and it does so for a reason that has nothing to do with how many hours the excavator sits there: brush is bulky, root balls are heavy, and the two of them are usually charged under different rules by the same facility.

Two Words in the Specification, Two Different Machines

Clearing and grubbing are one heading and two operations, and the heading itself is standardised — MasterFormat carries the work under Section 31 11 00, Clearing and Grubbing, which is the number the specification writer used even when the drawings say nothing more than "strip site". Clearing is everything above grade: standing timber, understorey, hedgerow, deadfall, fence lines through the scrub. Grubbing is everything the roots hold below it — stumps, root balls, the fibrous mat under the duff, and any buried organic material the grade design cannot tolerate being left in place.

The two split cleanly across plant and across price. Clearing is a feller, a chipper and a loader, working in the dry, producing an enormous cube of very light material. Grubbing is an excavator with a thumb or a rake, working in whatever the weather left, producing a modest cube of very heavy material because half of what comes up in the root ball is soil. A quote that prices the whole heading at a rate per acre without separating the two is a quote that has averaged a chip van and a tri-axle of wet earth into one number.

The other thing to read out of the specification is the grub depth and who owns what comes out. Depth is project-specific — it follows the grade design and the geotechnical recommendation, not a rule of thumb — so find the stated figure before pricing, because grubbing to a depth that clears the fibrous mat and grubbing to a depth that removes every lateral root of a mature oak are different jobs with different truck counts. Ownership matters just as much: merchantable stems that the contract lets you keep are revenue or at least free fuel, and stems the client retains are a stacking and protection obligation instead.

The Area You Clear Is Not the Area on the Deed

Parcel area is the number in the title deed. Cleared area is what is left after the retained trees, their protected ground, the wetland buffer, the verge the utility will not let you touch and the strip you promised the neighbour all come out of it. On a treed lot those subtractions are rarely trivial, and they move in the expensive direction: the retained specimens are usually the big ones, and the ground they protect is proportional to how big they are.

The protected radius comes from stem diameter, not from the crown you can see. BS 5837:2012, Trees in relation to design, demolition and construction, sets the root protection area from a radius of twelve times the stem diameter measured at breast height, with the area capped at 707 m² (7,610 sq ft) for a single stem; AS 4970:2025, Protection of trees on development sites, which replaced the 2009 edition, starts its root zone from the same twelve times the diameter. ANSI A300 Part 5 covers the equivalent ground in North American practice as management of trees during site planning, development and construction. Whichever applies, the arboricultural report fixes those circles before the estimate does, and inside them the machine does not go.

Work the arithmetic in the unit the job is quoted in. Clearing crews and mulching heads price by the acre or the hectare, the debris volume comes out in cubic metres or cubic yards, and the parcel arrives as a boundary in feet or metres. Converting once, early, and writing the cleared figure on the takeoff sheet next to the parcel figure keeps the two from being confused later by somebody reading only the deed.

Boundary dimensions turn into the acreage a clearing rate is actually quoted against — run the parcel first, then run the retained and buffered pieces and take them off it.

Acreage Calculator

The long side of the plot.

The short side of the plot.

Plot area

1.97 acres

High confidence

Exact for a rectangle. A plot with any other shape needs a survey figure or a decomposition into simple shapes.

Hectares
1.97 acres
Square metres
7,971.08 m²
Square feet
85,800 ft²

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.

330 ft260 ft
Schematic, drawn to the proportions you entered — not to scale on screen.

What this calculation does not cover

  • Length times width returns the horizontal plan area, and nothing in the calculation asks about fall. A tape run down a 1-in-5 slope measures about two per cent longer than the horizontal distance it covers, so ground paced out across a hillside reads high against the plan area a title or planning drawing quotes — while seed, turf and spray, which cover the ground surface rather than its shadow, need about that much more than the acreage implies.
  • Where the tape was laid decides the answer, and the two numbers entered carry no record of it. Taking each boundary half a metre further out — hedge centre rather than fence face, far bank of the ditch rather than near — turns a 100 by 80 m (262 ft) plot into 101 by 81 m (266 ft) and adds 181 m², a little over 0.045 acre, with nothing on the page looking any different.
  • Only an area comes back, never a boundary length, so fencing, hedging, stock netting and perimeter drainage do not follow from it. A 200 by 40 m strip and an 89.4 m square both work out at 1.98 acres, yet the strip needs 480 m of fence line against the square's 358.
  • The hectares, square metres and square feet sit underneath as the same product re-expressed, not as four independent estimates. They agree with one another by construction, so a mistyped side or a boundary read off the wrong line runs through all of them identically and cannot be caught by checking one figure against the next.
  • Confidence is returned as high for any pair of sides inside the field range, whether they came off a registered title plan or off a stride count, and the headline is then printed to four significant figures — 1.977 acres for that 100 by 80 m (262 ft) plot. Half a metre of doubt on the 80 m (262 ft) side is worth 0.012 acre by itself, which already lands in the third figure, so the fourth is arithmetic rather than survey.
  • Each side is authored to run from 0 to 20,000 metres (0.00 to 65,617 ft) in the site's base units, and an entry past that still computes: the range check downgrades the confidence and says so rather than blocking the number. Anything at that scale, or a holding made of several parcels, wants to be split into rectangles and the acreages added.

What Comes Off, and In the Order It Comes Off

A wooded lot is not one material. It is a short stack of them, each removed by different plant, each leaving by a different truck, and each priced against a different quantity. Reading the lot as a section rather than as a plan is what stops the estimate treating a chip van and a muck-away trailer as interchangeable.

The order also sets the sequence on the ground. Stems come down before the brush can be gathered, brush is chipped or windrowed before the duff can be scraped, and the duff has to be off before anyone can see the stumps well enough to dig them without pulling half the topsoil with each one. Skipping down the stack costs time in exactly one way — re-handling material a second time because it got buried under the layer above it.

The lot in section, from canopy to formation

Mixed woodland read as a stack: standing stems on top, the brush and slash felling them produces, the duff and fibrous root mat beneath that, the stumps and root balls rooted through it, then the topsoil and finally the subgrade that the earthworks design begins from.
  1. Standing stems — measured standing by diameter and merchantable length, but sold or burned stacked, which is a different measure entirely Firewood Cord Calculator
  2. Brush, limbs and slash — the largest cube on the job and the lightest tonnage, which is why it is priced by the trailer rather than by the ton
  3. Duff and fibrous root mat — the layer the area-times-depth estimate is actually measuring, and the one that varies most between treeline and open ground Land Clearing & Grubbing Debris Volume Calculator
  4. Stumps and root balls — counted one at a time by diameter class because no average depth describes them, and each leaves a void to backfill
  5. Topsoil — stripped and stockpiled as an asset for the landscape phase rather than tipped with the organics above it Topsoil Calculator
  6. Subgrade — the surface every cut and fill quantity on the job is measured from once the organics are gone Slope Cut-and-Fill Earthwork Balance Calculator

Putting a Cube on the Brush

The workable estimate for everything above the stumps is area multiplied by an average depth: the cleared footprint times a single figure standing in for brush, understorey and root mat together. It is crude and it is defensible, provided the depth is measured rather than assumed and provided nobody expects it to include the stumps, which it does not.

One average across a whole lot is where this method goes wrong. A hedgerow or a tree line carries several times the depth of open scrub, and a lot that is half open grass and half dense understorey run at a single figure will be wrong in both halves at once. Break the plot into zones you can see the boundaries of — treeline, dense understorey, open field, scrub regrowth — take a depth for each, and run them separately. Four small numbers you can defend beat one large one you cannot.

Getting the depth honestly takes a spade and twenty minutes. Cut a square through the litter in each zone, down to where the fibrous roots stop and mineral soil begins, and measure the face. Do it in more than one place per zone, because the number under a mature canopy is not the number ten metres out from it. Where the lot has been farmed, grazed or previously cleared, expect the mat to be thin and the surprise to come from buried debris instead.

Remember what state the answer is in. Area times depth gives the material as it lies, packed by years of its own weight. Cut brush going into a trailer occupies several times that, and chipped material lands somewhere between the two — the same cube can arrive as one loose figure through a chipper and a much larger one if it is loaded whole. Decide which of those the number is feeding before it goes anywhere near a truck count.

  1. Walk the lot and mark its vegetation zones on the plan, not by ownership boundaries but by what is actually growing — treeline, dense understorey, scrub, open grass.
  2. In each zone, cut a clean spade face through the litter and root mat down to mineral soil and measure the depth on the face, repeating it at least twice per zone.
  3. Record the zone area and its measured depth as a pair, and run the volume per zone rather than a single figure for the whole plot.
  4. Add the zone volumes for the clearing total, and keep the stumps out of it — they are counted separately and they weigh differently.
  5. Note on the sheet which state the total is in: in situ as measured, or loose as it will travel, because the two feed different downstream numbers.

With a measured depth for each zone rather than a guess for the whole plot, this turns the cleared footprint into the cube of brush and root mat the job will generate.

The total site area being cleared and grubbed.

The average depth of brush, vegetation, and root mat being removed across the area.

Estimated clearing debris volume

1,590 yd³

Medium confidence

Vegetation density and root mat depth vary significantly across a site (denser in tree lines/hedgerows, shallower in open grass) — this uses a single average depth across the whole area; break large sites into sub-areas with different average depths for a more accurate estimate.

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.

brush and root mat 2 ftbrush and root mat 0.61 msubgrade

What this calculation does not cover

  • This is the mat as it stands, and nothing leaves site in that state. Torn-out brush and root mat bulks up hard once it is loaded — commonly two to four times the in-situ figure loose in a truck — so haulage is priced against a number several times this one. Chipping brings it most of the way back down and mulching in place removes it from the haul entirely, so the same result supports three completely different quantities depending on the disposal route chosen.
  • An average depth spread over an area cannot see individual trees. A mature stump and its root ball is a volume in its own right sitting well below any brush-mat depth, and the trunk and canopy above ground are not a depth at all — a treed strip or a hedgerow yields a multiple of what its footprint suggests. Count anything much over 150 mm at the butt separately and add it on.
  • Grubbings come out with soil attached, and that decides both what it costs and where it can go. Root mat holds a heavy fraction of dirt, which is what the weighbridge charges on, and it is also what stops the load being accepted as clean green waste at a composting site — mixed organic-and-soil material usually ends up at landfill on the higher rate.

Stumps Are Tallied, Not Averaged

No average depth describes a stump. Its root ball scales with the stem, its soil content scales with the ground it grew in, and the decision to grind it or dig it changes both the plant on site and the material that leaves. So stumps get counted, one at a time, in diameter classes, on the same walk that measured the duff. A tally of stems by class against a sketch is fifteen minutes of work and it is the single most useful sheet of paper on a clearing quote.

Grinding and extraction are not two prices for one operation. A grinder converts the stump and a shallow envelope of soil around it into a chip and soil mix that mostly stays on the lot, leaves the lateral roots in the ground, and produces almost nothing to haul. Extraction takes the whole root ball out, brings a substantial quantity of soil with it, leaves a genuine hole, and generates the heaviest loads on the job. Which one is allowed is a design question rather than a preference: if a slab, a pavement or a foundation is going over that ground, ground stumps and abandoned laterals are buried organic material that will rot and settle beneath it.

That is where the specification's grub depth and the classification of the spoil come together. Organic soils and peat sit in their own groups under ASTM D2487, Standard Practice for Classification of Soils for Engineering Purposes, and the organic content itself is measured by loss on ignition under ASTM D2974, Standard Test Methods for Determining the Water (Moisture) Content, Ash Content, and Organic Material of Peat and Organic Soils. Material in those groups is not structural fill. Every stump hole therefore carries a second quantity behind the removal: the engineered backfill that goes in, compacted in layers, before the formation level is signed off.

Safety on this part of the job is governed rather than improvised. Felling, limbing and bucking fall under OSHA 29 CFR 1910.266, Logging Operations, in the United States; arboricultural work is covered by ANSI Z133, Safety Requirements for Arboricultural Operations. Both matter to the estimate as well as to the crew, because the drop zones, the machine exclusion distances and the rule that nobody works beneath a hung-up tree all consume space and time on a plot small enough that space is already tight.

From Heaps to Tonnage

The gate charges by weight almost everywhere, and the takeoff produced a volume, so a density has to be chosen for each stream before the disposal line can be written. There is no single density for "clearing debris": loose brush and a chipped load and a trailer of root balls with soil on them span more than an order of magnitude, and the only sensible move is to convert each stream on its own density rather than the total on an average.

Moisture is the term that catches people. Freshly felled wood carries a great deal of water — green specific gravity and green moisture content by species are published in the USDA Forest Products Laboratory's Wood Handbook, Wood as an Engineering Material, FPL-GTR-190, and the difference between green and air-dried is not a rounding error. Brush cut in March and hauled in March weighs meaningfully more than the same brush windrowed and left through a dry summer. Rain the night before a haul is paid for by the ton at the gate.

Root balls are a soil problem wearing a timber label. Whatever soil the roots hold when the machine lifts them is soil you buy twice — once as the excavation that produced it and again as the tonnage across the weighbridge — and shaking the ball out with the bucket before it goes in the truck is the cheapest weight reduction available on the whole job. It is also the difference between a load the facility calls clean wood waste and a load it calls mixed.

Convert each stream separately with its own density — chipped material, whole brush and soil-laden root balls are three different conversions, and averaging them hides the load that actually drives the bill.

The estimated debris volume — switch the unit to match your skip or container ticket.

The material's density — mixed construction & demolition debris commonly runs 300-800 lb/yd³ (180-475 kg/m³).

Estimated debris weight

6 tons

Medium confidence

Debris density varies enormously with material mix (loose wood/insulation vs. concrete/masonry can differ by 5-10x) — use a density figure specific to your actual debris composition, ideally confirmed against a recent weight ticket for similar material, rather than a generic average.

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

  • A total tonnage is not a number of loads, and loads are what you pay for. A container fills by volume or by weight, whichever arrives first: concrete and rubble weigh a truck out at a fraction of the container's rated volume, while light mixed debris cubes out long before the axle limit is anywhere near. Dividing this tonnage by a container's volume rating undercounts loads on heavy material every time.
  • Density is a wet-weight property. An open container of gypsum, timber and insulation standing through a wet week gains weight without gaining volume, and the scale at the gate charges whatever is on the truck that day. A density taken from a dry load, or from a summer weight ticket, runs well under a winter one for exactly the same debris.
  • A figure off a weight ticket is an as-loaded density, with the way that load was placed already baked into it. The same debris tipped loose from a chute, packed down by a grab, or hand-stacked into the container differs by around a third — so a density borrowed from a job that handled the material differently carries that difference across even when the material mix matches perfectly.

The Gate Rate Is Four Numbers Wearing One Hat

A quoted tipping fee usually turns out to be a per-ton headline rate plus a set of conditions that only appear on the ticket. There is the rate itself, which depends on what the material is classified as. There is frequently a minimum charge that makes a light half-trailer cost the same as a full one. There is, in many jurisdictions, a per-ton state or county solid waste surcharge levied on top of the facility's own rate. And there is the possibility of a different rate entirely — sometimes a nominal one — for clean source-separated wood going to a composting or biomass line rather than to the landfill face.

Check the unit before checking the number. Tipping fees are commonly quoted per short ton where scales report in short tons and per tonne where they report in tonnes, and the two differ by about ten percent — real money across twenty loads, and an error that hides perfectly because both are spoken aloud as "a ton". Enter the weight in the unit the ticket is printed in and price it against the rate in the same unit.

What a load is called is decided at the gate, not in your estimate. A trailer of clean chip is one thing; the same trailer with root balls, soil, a length of old wire fence and the remains of a shed is mixed construction and demolition waste, at the higher rate, for the whole load. This is the single most common way a clearing job overruns its disposal budget, and the fix is entirely operational: separate at the stockpile, not at the gate, and keep the fencing wire, the tyres and the fly-tipped rubbish that turn up on every wooded plot in their own pile from the first hour.

Confirm all of it with the facility that will actually take the material, including whether they accept stumps at all. Plenty of green waste operations will take chip and brush and refuse whole stumps outright, because a stump jams a grinder, and finding that out with a loaded trailer at the weighbridge costs a full cycle plus the hours the machine stood still waiting for it to come back.

What the scale house is deciding when your trailer stops on the plate
What arrivesHow it is normally treatedWhat re-classifies it upward
Chipped brush, cleanGreen waste or biomass feedstock, its own rate lineSoil, wire, plastic sheet or treated timber in the load
Whole brush and limbsGreen waste, but bulky, so a minimum or per-load charge may biteBeing tipped mixed with demolition arisings from the same plot
Stumps and root ballsAccepted only where the facility grinds oversize materialSoil left on the ball, which can make it a soil disposal question
Stripped topsoil and organicsSoil line, often priced separately from wood wasteContamination history on the plot, which may require testing first
What the scale house is deciding when your trailer stops on the plate

Price the disposal against the weight the scale will actually print and the rate that facility quotes for that classification — then re-run it at the mixed rate to see what a contaminated load would cost you.

The total weight of the debris load.

The disposal facility's rate charged per ton.

Debris weight

24,000 lb

Medium confidence

Figures that depend on a rate wait for yours — this page does not assume one.

What this calculation does not cover

  • Weight times rate is the marginal cost, not the invoice. Most facilities set a minimum gate charge and many price pickups and small trailers at a flat per-load rate whatever is on them, so a half-full load does not cost half what a full one costs — it costs the minimum. On small loads the rate by weight stops describing what you will be billed.
  • Nothing here covers what the gate adds or refuses. State and county disposal taxes, host-community fees and fuel surcharges are levied on top of the posted rate, and prohibited items — tires, mattresses, appliances holding refrigerant, treated timber, gypsum, anything suspected of containing asbestos — carry their own per-unit charges or turn the whole load away at the scale with the round trip already spent.
  • The tip fee is often the smaller half of disposal. Getting the material there is truck, fuel and driver hours each way, and a job that fills more loads than planned multiplies that leg without moving the per-ton rate at all — which is why the debris's bulk density, not just its weight, is what really drives disposal cost.

Counting Trailers, Not Cubic Metres

Haulage is bought in loads, and a load ends when either the box is full or the axles are legal — whichever arrives first. On a clearing job the two ends of that rule sit on opposite sides of the yard. Brush and chip cube out with the trailer nowhere near its weight limit, which is why chip vans are large; root balls and stripped organics weigh out with the trailer visibly half empty. Estimating both with one truck capacity produces a count that is wrong twice, in opposite directions.

The legal ceiling is not yours to assume. In the United States, weight limits on the Interstate system run from 23 U.S.C. 127 and the federal bridge gross weight formula, with state limits applying elsewhere on the network; other jurisdictions have their own road transport law and their own permitting for anything above it. That is the haulier's compliance question, but it is your programme that suffers when a truck is turned around at the plate, so it belongs in the conversation before the first load rather than after it.

Access on a wooded plot is its own constraint on load size. The stems come down before there is anywhere for a trailer to turn, so the first movements are frequently made by whatever can reach the stockpile rather than by the most economical vehicle. Getting a pull-through, a hardstanding and a place to stand the trailer established at the start is what keeps the load count from being decided by the geometry of the entrance.

Run the loose volume of each stream against the capacity of the vehicle that will actually carry it, and run the heavy stream a second time against a smaller box to see where the weight ceiling starts governing the count.

The total material volume to haul.

The hauling capacity of the truck being used.

Truck loads needed

5 x 12 yd³ loads

Medium confidence

Trucks are also limited by legal weight, not just volume — dense materials like gravel or wet soil may reach a truck's weight limit before filling its full volume capacity, requiring more, partial loads.

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 counts volume only. It does not check payload, axle loading or gross vehicle weight, and a body filled with gravel, sand, wet clay or broken concrete normally reaches its legal weight limit before it is full — so dense material takes more trips than the volume count shows. It is not a legal load check; what the truck may legally carry is the hauler's call.
  • The figure you enter is treated as loose, as-loaded volume. Excavated soil and demolition debris swell once they are dug out, and delivered fill loses volume once it is compacted in place, so a bank (in-ground) or compacted-in-place quantity entered here undercounts loads. Convert to a loose volume before using this.
  • The three bed sizes are generic fleet sizes, not your truck. Rated capacity moves with body length, sideboard height and whether the quoted figure is struck (level) or heaped, and liners, tailgate gear and a worn body all change what actually goes in. Confirm the number with the hauler or rental yard.
  • Nothing here covers getting the truck to the material. Site access and turning room, overhead clearance, tipping space, posted road and bridge weight limits, seasonal load restrictions and permits all change how many trips are actually possible, and none of them are modelled.
  • One material, one truck type, and no cost. Loads that cannot be mixed — segregated waste streams, separate stockpiles — need their own counts, and haulage rates, tipping fees and disposal charges (often billed by weight or per ticket rather than per load) sit outside this calculation.

The Tonnage That Never Reaches the Gate

Everything kept on the lot is a load not hauled, a ticket not paid and a cycle not run, which makes on-site processing the strongest lever on the disposal line. Chipping the brush where it falls and spreading it on the parts of the plot that will stay soft is the usual version, and it converts the bulkiest, lightest, most expensive-to-haul stream into a landscape material with a real use. Work out the spread as a depth over an area, the same way any other mulch is bought, and it becomes obvious very quickly how much area a wooded lot's own brush will cover.

There are limits worth respecting. Chip laid too deep holds water against the soil and starves roots of air, so a spread depth in the range extension horticulture guidance gives for mulch is the target rather than whatever depth disposes of the pile. Nothing goes against the trunks of retained trees. Nothing goes on ground that is scheduled to be built on or trafficked, because it is organic material that will have to come off again, at which point you have paid to handle it twice. And fresh chip from a plot with an invasive species problem is a way of spreading that problem across the whole site.

The other routes off the lot are worth pricing before defaulting to the landfill. Merchantable stems may be worth scaling — the Doyle, Scribner and International quarter-inch log rules are the ones a buyer will quote against, and firewood is sold stacked by the cord rather than measured standing. Clean chip is a fuel with a market in some regions. Burning is jurisdictional and increasingly restricted: open burning is regulated by the state or local air authority, permits are conditional on weather and season, and it cannot be planned as though it were a fallback. Where a clearing job also disturbs an acre or more of ground, remember that stormwater compliance under the EPA NPDES Construction General Permit runs in parallel with all of this, and the perimeter controls go in before the first tree comes down.

Turn the area you are allowed to spread chip over into the volume it will absorb at a sensible depth — whatever that volume is, it is tonnage that never crosses a weighbridge.

SettingsSettings for this calculation
Who is doing the work?

The standard allowance most suppliers and estimating guides assume for ordinary work.

The length of the bed or area to cover.

The width of the bed or area to cover.

How deep a layer to spread.

Mulch settles and beds are rarely perfectly level.

Estimated mulch & gravel needed

0.662 cubic yards

High confidence
Area
65 ft²
Depth
3 in
Volume (no extra)
0.6 yd³

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.

Plan of the slab, 10′ by 6′ 6″.10′6′ 6″

What this calculation does not cover

  • The covered area is one rectangle: `areaLength * areaWidth` and nothing else, so a curved border, a kidney-shaped bed, a circular tree ring or a path that turns a corner has to be broken into rectangles and each piece run separately before you add the yardages up. Each of those two fields also stops at 50 m (about 164 ft), and a longer run is clamped back to that bound rather than calculated.
  • The depth you enter is spread flat across the whole measured area. Nothing thins the layer back from stems and trunks, dishes it around a drain cover or manhole, crowns a gravel path so it sheds water, or subtracts the mulch already sitting in the bed — the answer is a full new layer at the stated depth over the whole rectangle, and the depth field itself is capped at 12 inches (30.5 cm), so a deeper gravel fill is not what this describes.
  • No material is named anywhere in the arithmetic, so shredded bark, wood chip, pea gravel, crushed stone and screened topsoil all come back as exactly the same volume. Bulk aggregate is normally sold and delivered by weight while mulch is sold by volume, and turning this volume into a weight for a gravel order needs a density figure the page never asks for.
  • The "Extra for Settling" percentage is a single flat multiplier on the finished volume, capped at 25 per cent, and settling is what it is named for: mulch sinking and an uneven base. It is not a compaction allowance, so gravel that will be raked and plate-compacted to a finished depth needs more loose material delivered than the area-by-depth figure suggests, and nothing in the formula adds it.
  • The figure comes back unrounded, at whatever fraction of a bulk unit the geometry gives. Bulk suppliers deliver in whole units of their own measure, by weight or in bulk bags and bagged mulch comes in fixed bag sizes, so this is the amount needed to cover the bed rather than the amount you can actually order — round up to the next unit your yard sells.
  • Cost, where you switch it on, is applied through one installed-mulch rate per cubic yard for every result. Gravel, decorative stone and topsoil are priced at that same mulch rate, so the money figure tracks the volume correctly but not the material.

Close the Lot Out With Numbers You Can Reuse

The tickets are the only measured data the job produces, and they arrive in weight while the estimate was built in volume. Convert them back through the density you assumed, per stream, and look at the gap. A consistent overshoot on the brush means the loose factor was optimistic; a consistent overshoot on the root balls means the crew is not shaking them out. Neither is visible if the tickets are filed as an amount of money rather than as a measurement.

Write four things into the log against the lot's description before the file closes: measured mat depth by vegetation zone, stump count by diameter class against actual grubbing hours, achieved loose volume per trailer for each stream, and the classification every load was given at the gate. The next wooded plot is priced from that page rather than from a walk-round and an instinct, and it is the only thing that makes the second quote better than the first.

Take onto the lot before the quote goes out

Six things to establish while the trees are still standing, because each of them changes either the volume that comes off or what the gate calls it when it arrives. The workspace opens on a one-acre footprint with a placeholder mat depth — replace it with the depth you measured on the spade face.

  • Cleared area, retained ground deducted — Parcel area less the protected radii around retained stems, buffers and the verge you are not permitted to touch.
  • Root mat depth per vegetation zone — Measured on a spade face down to mineral soil, twice per zone — treeline, understorey, scrub and open ground taken separately.
  • Stump tally by diameter class — Counted, not averaged, with a note against each class of whether the design allows grinding or requires full extraction.
  • Grub depth from the specification — The stated depth in the earthworks section, which decides how much of the root system leaves and how much backfill goes back.
  • Facility classification and unit — What that gate calls clean wood, whether it accepts stumps, and whether its rate is per short ton or per tonne.
  • Spread area for chip retained on site — The soft ground you are allowed to mulch, which is the only part of the brush volume that never becomes a haul.
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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.

Drawn from

  • MasterFormat Section 31 11 00, Clearing and Grubbing
  • BS 5837:2012, Trees in relation to design, demolition and construction — Recommendations
  • AS 4970:2025, Protection of trees on development sites
  • ANSI A300 (Part 5), Management of Trees and Shrubs During Site Planning, Site Development and Construction
  • ANSI Z133, Safety Requirements for Arboricultural Operations
  • OSHA 29 CFR 1910.266, Logging Operations
  • ASTM D2487, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)
  • ASTM D2974, Standard Test Methods for Determining the Water (Moisture) Content, Ash Content, and Organic Material of Peat and Organic Soils
  • USDA Forest Products Laboratory, Wood Handbook — Wood as an Engineering Material, FPL-GTR-190
  • 23 U.S.C. 127 and the Federal Bridge Gross Weight Formula (vehicle weight limits)
  • U.S. EPA NPDES Construction General Permit (stormwater discharges from construction activity)

Guidance, not a specification. Local codes, the engineer of record and the product manufacturer’s instructions govern where they differ from anything written here.