Landscaping

Fencing a Garden That Falls Away

Stepped panels or a raked board fence, decided by the infill — then post lengths, setting out in plan, and the board that closes the wedge.
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The panels came off the wagon square and the garden did not

Twenty-six metres of boundary falling a shade over two metres from the corner of the house to the bottom gate, and the fence coming down was stepped. Three bays up from the bottom there is a wedge of daylight under the panel wide enough at the low end to put a boot through, and the client's terrier found it in March. What the quote has to settle, before a single post is priced, is whether the replacement steps like the old one or rakes with the ground. They are not two finishes of the same fence. They buy different post lengths, different bay widths, different quantities of everything below the bottom rail, and they fail in different places.

Everything on the wagon is square. Lap panels arrive as rectangles inside a framed border. Concrete posts are cast with their slots parallel. Even a bundle of featherboard comes cut to one length. The ground is the only unmanufactured part of the job, and fencing a fall is entirely the business of reconciling the two. There are exactly two ways to do it and no third: hold the infill level and drop it in steps, or let the infill follow the ground and rake it.

The consequence most estimates miss is that only one of those produces a hole. A raked fence keeps its bottom edge parallel to the ground the whole way, so there is nothing underneath to close and the wedge never exists. A stepped fence leaves a triangle under every bay, its height at the low corner equal to the step, and the gravel board is the only component allowed to fill it. That one fact drives most of what follows — the bay width, the post lengths, how many gravel boards come off the truck, and whether the ground gets dug at all. What the fall does not change is the argument about wind, soil and frost that sizes the hole in the first place; that is worked through in Setting a Fence That Stays Up and is no different on a bank. What is different is where you measure from, which is a much smaller point and costs considerably more money.

Two metres over the run, or two metres in one bay

The number the fence needs is not the total fall. It is the fall across one bay, and the two only agree if the bank is even, which gardens almost never are. A boundary that drops 2.1 metres over 26 metres averages about 1 in 12, and that average is worthless if half of it arrives in a four-metre steepening behind the shed. Take the whole run as one grade and the steep stretch gets a step its gravel board cannot cover while the shallow stretch gets posts a size longer than it needed.

So level at every intended post position, not at the two ends. A rotating laser and a staff does it in ten minutes on a domestic run; a water level does it for the price of a hosepipe. What does not do it is a two-metre spirit level walked down the bank, because each setting carries its own error and walking it fifteen times adds fifteen of them in the same direction. Write each reading down as a height below the top peg, then convert the differences into a grade per bay. Percentage is the form the rest of the arithmetic wants, and the angle in degrees is the number you will set a mitre saw to if the fence ends up raked.

Two derived figures come out of that grade and both of them are money. The first is the step: bay width multiplied by grade, which is the height of the wedge you will have to close. The second is smaller and catches more people — the difference between a tape lying on the ground and a tape held level over the same two posts. Ground length is plan length divided by the cosine of the rake, which is nothing at 1 in 20 and most of a bay over a long run at 1 in 3. The table holds a standard 1.83 metre bay constant and moves the ground under it.

One 1.83 m (6 ft) bay on five falls: the step it produces, how much longer a tape on the ground reads than a tape held level, and what has to close the gap underneath
FallGradeStep across the bayGround tape longer byWhat closes the wedge
1 in 205% (2.9°)92 mm (3 5/8 in)2 mmone 150 mm gravel board
1 in 128.3% (4.8°)152 mm (6 in)6 mmone 150 mm board, nothing spare
1 in 812.5% (7.1°)229 mm (9 in)14 mm300 mm of board, or 150 and dig the high end in
1 in 520% (11.3°)366 mm (14 3/8 in)36 mma 300 mm board is still 66 mm short
1 in 333.3% (18.4°)610 mm (24 in)99 mmnarrower bays, or rake it
One 1.83 m (6 ft) bay on five falls: the step it produces, how much longer a tape on the ground reads than a tape held level, and what has to close the gap underneath

Give it the rise and run between two adjacent post positions rather than the whole boundary, and read both outputs: the percentage drives the step and the ground-length correction, the angle drives the saw.

The vertical change in height over the run.

The horizontal distance over which the rise occurs.

Slope grade

8.974 %

High confidence
Angle
5.13 degrees
39 ft3.5 ft
Schematic, drawn to the proportions you entered — not to scale on 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.

The infill decides this, and the estimator does not

Step or rake feels like a taste question and is mostly a materials question. Walk down the list of things you might actually hang and most of them can only do one of the two, so the decision is usually made the moment the client picks a fence out of a brochure — and it is worth making that explicit to them at the point they pick, not when the posts are already in.

A framed panel steps because the frame is the structure. Lap and overlap panels are thin slats stapled into a light border, and the border is what stops the whole thing folding into a parallelogram; recut it on a rake and nothing is holding the slats but the staples. Slotted concrete posts are the same argument in another material — the slot is cast square, cannot be recut, and the panel that drops into it has to be a rectangle. Rigid welded mesh has no give in it at all. Any of these on a fall is a stepped fence whether or not anybody chose one.

Closeboard on arris rails is the flexible one, because every board is fixed individually and the rails can sit at whatever angle the ground offers. That gives three options rather than two: rake it, step it, or the variant nobody mentions in the brochure — level top with a raked bottom, where the boards get progressively longer down the run. That last one is the answer when the fence has to line through with a wall coping, a garage eaves line or an existing run at the same height, and it is the most expensive of the three because no two boards are the same length.

Then there is what it looks like from the kitchen window. A stepped fence reads as a series of horizontals and sits well against a house, a terrace and formal planting. A raked fence reads as one continuous ribbon and suits an open or rural boundary. Neither is wrong, but mixing them is: if you are replacing one length of a boundary that continues past the plot, match what is already standing. A raked bay between two stepped neighbours is the single detail that looks like a mistake from every angle in the garden.

What each common infill can actually do when the ground falls away beneath it
InfillMeets a fall byBecause
Framed lap or overlap panelSteppingthe frame is the structure and the slats are stapled to it
Slotted concrete posts and boardsStepping, with no choicethe slot is cast square and the step is whatever the board heights add up to
Rigid welded mesh panelStepping, unless the system sells raking bracketsthe weld pattern is square and the sheet has no give in it
Closeboard on arris rails, built in situEither, or a level top over a raked bottomeach board is fixed on its own, so the rails take any angle
Palisade or picket on plain railsRaking cleanlypales hang plumb whatever the rail does, and the count never changes
Chain link fabricRaking, for nothingthe diamond racks, so the fabric distorts to the grade uncut
What each common infill can actually do when the ground falls away beneath it

Setting out in plan, when the tape wants to lie on the ground

A 1.83 metre panel is 1.83 metres wide horizontally. Mark your post centres by walking a tape down the bank and you have set them 1.83 metres apart along the ground, which is less than that in plan, and every bay is short by the overrun in the last table. It accumulates in one direction. Ten bays at 1 in 5 loses 360 millimetres — a fifth of a bay — and you find it at the bottom of the garden where there is nowhere left to put it. Pull the line level, mark on the line, and drop each mark with a plumb bob.

The rule worth carrying is short: square panels count in plan, anything that follows the ground counts on the ground. Arris rails, featherboard, chain link fabric and a raked gravel board all sum to the longer figure; level panels sum to the shorter one. On 30 metres at 1 in 5 the two differ by 594 millimetres — a third of a bay, which buys an extra post outright whenever the plan length happens to sit just under a whole number of bays, and is otherwise absorbed into the odd bay without telling you. Feed the calculator whichever of the two belongs to the fence being built, and run it on both if the count lands near a boundary. Where the odd bay lands is a slope decision too: on the flat you put it where it reads as deliberate, and on a fall you put it in the steepest stretch, because a narrower bay makes a smaller step and a smaller wedge. Bay width has a second master here as well — on the level you tighten bays for wind, which is the other guide's argument, and on a fall you may have to tighten them further for the gravel board. Whichever of the two gives the narrower bay wins.

  1. Peg both ends of the line and pull a string level from the top peg, so the ground falls away beneath it rather than the string following the bank.
  2. Level at every intended post position and record each as a drop below the top peg, then work the grade out bay by bay from the differences.
  3. Mark post centres along the level string and transfer each one to the ground with a plumb bob, so what you set out is what the panel needs.
  4. Treat every break of grade as the end of a run, take levels either side of it, and put a post on the break itself.
  5. Draw the whole run out before ordering, with the odd bay placed in the steepest stretch and every gate opening taken out of the bay count first.

Run it twice if the answer matters: once on the plan length for stepped panels and once on the ground length for anything built in situ, and note that the post count differs between them on any decent fall.

Fence Calculator

The total straight-line run of fence you're building.

Closer spacing is sturdier but needs more posts and concrete.

Taller fences need more horizontal rails per section to resist wind and sagging.

Estimated fence needed

14 posts

High confidence
Fence length
98 ft
Sections
13 sections
Section width, as set out
7.54 ft
Rails needed
39 rails

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.

20 ft5 m98 ft29.87 m7.54 ft2.3 m

What this calculation does not cover

  • A part-bay at the end is rounded up to a whole section, so the count assumes every bay runs the full 6 or 8 ft you picked; the run is never redistributed into equal bays, and the last one comes out short unless you reset the spacing on site.
  • Rails are counted as one continuous piece per bay per course, so nothing is added for stock lengths that fall short of a post, splices, off-cuts or waste — there is no waste field on this page.
  • The rail count steps in three fixed jumps, two then three then four, so a 5 ft fence and a 7 ft fence sharing a band come back with the same three rails, and no part of the arithmetic responds to wind exposure or panel weight even though the height and spacing hints both raise them.
  • Height feeds the rail count and nothing else: it never sizes the posts, so the extra length buried below grade, the hole diameter and the concrete or gravel to set each one all sit outside this number.
  • Posts and rails are the entire output — pickets, boards or prefabricated panels, fasteners, post caps and end treatment against rot are counted nowhere in it.
  • Both spacing choices are stored as the imperial 6 ft and 8 ft, so the metric labels of 1.8 m and 2.4 m are rounded restatements of those figures, and a bay of any other size — a 2.0 m panel, say — cannot be entered at all.

The wedge under the panel, and what is allowed to fill it

Put a level panel over falling ground and what is left underneath is a right-angled triangle the full width of the bay, open at both faces, with its height at the low corner exactly equal to the step. On a 1 in 8 with 1.83 metre bays that corner is 229 millimetres clear of the soil. It is not a gap in the sense of a shrinkage crack; it is a hole in the fence, and it is in every bay of the run rather than in one bad one.

The gravel board is the adjustment layer, and its height is the largest step you are able to accommodate. Which means the bay width comes out of the board rather than the other way round: the widest bay you can close is the board height divided by the grade.

A 150 millimetre timber board on a 1 in 8 gives 1.2 metre bays, which is a lot of extra posts. A 300 millimetre concrete board gives 2.4 metres, more than a panel is wide, so the panel width wins and the board has capacity to spare. Anywhere past about 1 in 5 with a standard panel there is nothing on the rack that closes it, and you are into two boards, narrower bays, or ground work.

Ground work means taking the soil out under the high end of each bay so the panel bottom meets it, which turns a smooth fall into a run of short level terraces under the fence line. It works and it is a barrow of spoil per bay, but it has a consequence worth naming: the component that ends up sitting in soil is a component that was not specified to sit in soil. A lap panel's bottom rail is not a ground-contact item. BS EN 335 sets the use classes for that in Europe and the AWPA Use Category System does the same job in North America, and a gravel board is the part that carries the ground-contact specification. So dig down to a gravel board, never to the panel.

Leaving the wedge open costs more than it looks. Mowers catch it, foxes and dogs use it — the wire answer to that lives in the smallholding guide rather than here — and it is the first thing photographed when a boundary is disputed. It also grows. Water runs along the underside of a fence on a bank because that is the lowest continuous line available to it, and it takes the fines with it, so the 100 millimetre gap at handover is a 160 millimetre gap after three winters and nobody did anything to cause it.

Two bays of a stepped fence, and the wedge each one leaves

Two bays of a stepped panel fence on a fall, taken apart from the top down: the capping, the level panel that cannot follow the ground, the gravel board carrying the step, the posts standing plumb and cut to the higher of the two panels they meet, the concrete collars dug from the low side of each hole, and the falling ground that leaves a triangular void open at the downhill end of every bay.
  1. Capping rail — level within each bay and one step lower in the next, which is what makes a stepped run read as a flight of horizontals rather than a mistake
  2. Level panel infill — a rectangle that cannot follow the ground, so the whole of the fall has to be taken up somewhere below its bottom rail Fence Picket Calculator
  3. Gravel board — the only part of the assembly allowed to absorb the step, which is why its height and not habit should be setting the bay width
  4. Posts, plumb and cut to the uphill panel — every post but the lowest carries a panel top a full step above the ground beside it, so every post but the lowest is longer than the flat-run figure Fence Calculator
  5. Concrete collars — depth read from the low lip of each hole rather than the high one, and a little more concrete per hole than the flat run costs Post Hole Concrete Calculator
  6. The falling ground — meets the board at the high end of each bay and drops clear of it by the full step at the low end, which is the void the drawing exists to show Slope & Grade Calculator

A hole on a bank measures from the low side

The auger sits on the high side and the temptation is to read depth off the lip you are standing on. That lip is above the ground on the downhill face by the fall across the hole, so the hole finishes short by exactly that amount on the side where the soil has least to give anyway. Measure from the low lip, every hole, and let that be the depth you put into the takeoff. It is a thirty-second habit and it is worth more on a slope than another bag of concrete is.

The reason it matters is what actually resists a leaning post. The post pushes sideways into the soil around it, and the soil in front of that push is a wedge running out to the ground surface. On a bank that surface falls away from the downhill face, so the wedge is truncated and the resistance goes with it — same post, same hole, less holding it. That is the mechanism behind R403.1.7 of the International Residential Code, Footings on or adjacent to slopes, which sets a setback for building footings from a descending slope face as a fraction of the slope height with a floor and a cap on it; read the figures in the edition your authority has adopted. It is written for buildings and not for fence posts, but it is the same soil doing the same thing, and a post on the crest of a bank has less behind it than the identical post twenty metres back on the flat.

The concrete moves too, in two ways. Because the ground surface is sloping across the hole, the hole holds more than the nominal cylinder by roughly its plan area times half the fall across its own diameter — about 1.3 litres on a 300 millimetre hole at 1 in 8, call it an eighth of a 20 kilogram bag, and about a third of a bag at 1 in 3. Over twenty-four holes that is a line on the order nobody wrote down. And a hole on a bank is a hole on a drainage path: its uphill face intercepts water moving through the topsoil, and a set collar is a small dam across that path. Do not leave holes open overnight on a slope in wet weather. Frost depth, hole diameter and crowning the top of the collar are all settled on the level-run guide and are unchanged by the fall.

Enter the depth taken from the low lip and the post count for the run, then add the sloping-surface allowance by hand — the calculator sizes a cylinder, and on a bank the top of every hole is a wedge sitting on one.

Diameter of the augered hole.

Depth of the hole.

Width of the post, to deduct its volume.

How many holes.

Bag you are buying.

Concrete required

0.475 yd³

Medium confidence

Geometry with the post volume deducted. Bag yields are nominal and vary with the mix and how wet it is made.

Per hole
0.05 yd³
Bags required
39 bags
Post displacement deducted
0.08 yd³
Cubic yards
0.48 yd³
Approximate weight
1,923.49 lb

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: 10 post holes11.75 in0.298 m2 ft0.61 m

What this calculation does not cover

  • Frost depth governs where ground freezes and overrides any rule-of-thumb embedment. Check the local requirement.
  • Soft or made ground needs a wider or deeper footing than these proportions suggest; overturning resistance comes from the soil, not the concrete.

Raking board by board, with every board still plumb

One rule governs a raked fence and it is easy to say and easy to get wrong: boards hang plumb. Not square to the rail — plumb. Fix them square to a raked rail and every board leans by the rake angle, which is invisible in the middle of a lawn and unmissable the moment the fence arrives at a house wall, a gate post or a downpipe. Check with a spirit level held on the board, never with a square held against the rail.

That plumb rule also decides the count, and this is the part that catches people who have just measured the rails. Because each board is vertical, it advances the fence by its own width plus its gap measured horizontally, so the board count comes off the plan length even though the rails came off the ground length. Feed the picket calculator the plan figure. Get the two the wrong way round and you over-order boards by the same percentage you under-ordered rail by, which is a satisfying way to be wrong twice on one docket.

Where a raked fence genuinely costs more is the sawing. On a fully raked run — top and bottom both parallel to the ground — every board is the same length with both ends cut at the rake angle, so it is one saw setting, a stop block and a rhythm. On the level-top variant there is no repeat at all: every board is a different length, the offcuts are all different, and the labour is a different job from the one that was priced. Set the saw from the angle in degrees the slope calculator returns rather than trying to transfer it off a string, and cut a test board against the actual rail before committing the bundle.

The rail-to-post joint is the last thing to sort out. Mortices in a timber post are cut square, so a raked arris rail arriving at one bears on a corner and does very little. Either cut the mortice on the rake, which is bench work and slow, or use surface-fixed brackets, which is what most in-situ raked fences actually do. And the gravel board rakes along with everything else, which is the raked fence's real dividend: one board per bay, following the ground, and no wedge anywhere on the run to close.

Give it the plan length rather than the length you walked down the bank, because plumb boards advance horizontally — the extra length the slope adds lives in the rails and in the boards themselves, not in the count.

SettingsSettings for this calculation
Who is doing the work?

Waste is set to 5% by hand. Pick a tier above to replace it, or keep your own figure.

The total length of fence to be covered with pickets.

The face width of a single picket.

The spacing left between adjacent pickets.

Spare pickets for knotty rejects, splits at the nail and the narrow closer in each bay.

Pickets needed

108 pickets

High confidence
Pickets before waste allowance
102.26 pickets

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.

49 ft5.5 in
Schematic, drawn to the proportions you entered — not to scale on screen.

What this calculation does not cover

  • PICKETS ARE SET OUT BETWEEN POSTS, NOT ALONG A RUN. Each bay is set out on its own and the gap at the last picket of a bay is taken up by adjusting the spacing across that bay, so a fence of many short bays uses a different picket count from one long run of the same total length.
  • Gates are not fence. A gate leaf is built separately, usually to a different picket spacing so the pattern reads continuous, and the opening it leaves is not a length of pickets.
  • Says nothing about the rails or the posts the pickets fix to, which are the parts that decide whether the fence stands.
  • The allowance is one percentage over the whole fence, so at the same setting a line with several corners, or a delivery with knotty rejects in it, eats through a margin that a clean straight run leaves behind as spares; set it higher for those.
  • Each picket is charged the width of one gap beside it, which means the count is built on a run that finishes with a gap rather than a picket, and the closing board some layouts need comes out of the waste margin instead of being added on top.
  • Nothing in the result depends on how tall the boards are, so the answer is a count of pickets rather than a quantity of lumber: board length, coverage area, and the rails, posts and fixings behind the pickets all sit outside it.
  • Fence length is treated as one uninterrupted run with no posts or bays in it, so no spare is set aside for the narrower picket usually ripped to close out each section, and a corner where two runs meet is counted as plain continuous length.
  • Picket width and gap are each applied as a single constant over the entire fence, taking the figure you enter as the actual covering face rather than a nominal size, and the gap field stops at 15 cm (about 6 in), which puts widely spaced ranch and post-and-rail styles beyond what the count is built for.
  • One face of the fence is priced out here, so a design picketed on both sides needs the figure taken twice, and ground that slopes wants the distance measured along the fence line rather than across the plan.

Chain link is the only fabric that rakes for nothing

Loosen a run of chain link and the diamond distorts into a parallelogram. That single property is why chain link follows falling ground continuously with no cut in it and no carpentry at all: the fabric racks to the grade, the top rail is bent to follow it or replaced by a top tension wire on anything steep, and every post on the run is the same length, because the fabric height is measured up a post from ground the fabric is already following. It is the exact inverse of the stepped timber case, where every post but the lowest is a step longer than the flat-run figure.

Line post spacing here is measured along the ground, so the raked run length is the one the calculator wants, and ASTM F567, Standard Practice for Installation of Chain-Link Fence, governs how it goes up. What no calculator can know is where the grade changes, and a post belongs at every break: on a convex break — the crown of a bank — the fabric bridges and lifts clear of the ground, and on a concave one the top rail kinks and the fabric slackens. Count the breaks off your levels and add them by hand. What comes back is line posts only, with terminals, corners and gate posts taken off the layout as heavier sections. The bottom is the same wedge in a different material, closed by a tension wire threaded through the last row of diamonds and tied at every post, ground stakes into the hollows, or a concrete mow strip where the fence has to be genuinely secure. Spacing under wind load has its own literature — the Chain Link Fence Manufacturers Institute publishes WLG 2445, Wind Load Guide for the Selection of Line Post Spacing and Size — but on a sloping domestic boundary the constraint that bites first is the grade break, not the gust.

This one takes the ground length, because the fabric is stretched along the slope rather than across it — then add a post for every break of grade you levelled, which nothing in the arithmetic can see.

The total length of the fence run to be posted.

The on-center spacing between line posts.

Line posts needed

32 line posts

High confidence
Bays between the two terminals
33
Post centres, as driven
10 ft

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.

100 ft20 m330 ft100.58 m

What this calculation does not cover

  • Privacy slats and windscreen change the answer entirely. Open mesh lets most of the wind through; fill it and the fence becomes a sail, and the load on every post and footing multiplies — a slatted or screened run wants closer spacing and a heavier post section than a bare one, so the spacing entered should describe the fence as finished rather than the fabric as delivered.
  • Spacing between line posts is not the only distance with a limit. Fabric is stretched terminal to terminal, and a long straight run needs an intermediate braced post so it can be pulled in workable lengths against something that will not move — line posts take no tension and will bend if you try to stretch against them.
  • Even spacing assumes even ground. A post belongs at each break in the slope, at the top and the bottom of a bank as well as along its face, or the fabric bridges the hollow and leaves a gap underneath that no spacing calculation ever showed.

The height you are allowed, measured from ground that is not level

In England the permitted development limit for a fence, gate, wall or other means of enclosure sits in the Town and Country Planning (General Permitted Development) (England) Order 2015, Schedule 2, Part 2, Class A: two metres in general, one metre where it adjoins a highway used by vehicular traffic, and an application above that. The Order expresses the limit as a height above ground level. It does not say which ground level, and on a bank there are two of them. Authorities publish their own reading and the higher side is the common one, but it is a question for the planning department before the posts are ordered rather than a question for a forum afterwards.

A stepped fence sharpens that question in a way a raked one does not, because a stepped fence has a tallest point and it is not where anybody looks. At every intermediate post the panel on the uphill side sits a full step above the ground on the downhill side of that post, so the fence measures panel plus gravel board plus step at that spot. A 1.8 metre panel over a 150 millimetre board is 1.95 metres on the flat and comfortably inside the limit; put the same components on a 1 in 8 with 1.83 metre bays and the low corner of every bay is 2.18 metres above the ground beside it. Raked, the identical fence never exceeds 1.95 metres anywhere on the run.

That same arithmetic is the post schedule. Every post but the lowest wants to be one length up: timber can be bought long and cut once the panels are hung, and a slotted concrete post cannot be cut at all, so it goes up a standard size and the extra goes into the ground — which on a bank is no bad place for it.

Cut ends, ground contact and a finish that has to survive a bank

Raking multiplies field cuts. A stepped run is factory ends and one saw cut at the odd bay; a fully raked run is two cuts on every board on the job. Every one of them goes straight through the treated envelope into timber that was never treated, and the standards are explicit that the person making the cut owns the remedy: AWPA M4, Standard for the Care of Preservative-Treated Wood Products, and BS 8417, Preservation of wood — Code of practice, both put field cuts and borings into the same category. Do it on the bench with the boards flat and the ends up, before anything is fixed. Brushing preservative onto a cut end already sitting 40 millimetres above a gravel board is a job everybody claims to have done and nobody has done properly.

Which end matters depends on the method, and both answers are the same failure. On a raked board the low end is nearest the soil and is the last place water leaves, so that is the cut that decides how long the board lasts. On a stepped run it is the panel's bottom rail at the high end of each bay — the part that ends up buried when somebody digs the ground out to close the wedge. In each case a component with a use class printed on its label has been put somewhere the label did not cover, which is what the use class systems exist to stop.

The finish itself is mostly the coatings guide's territory: coverage rates, how much more a rough-sawn face drinks than a planed one, and whether both sides are being done are all settled there and there is no point restating them. What the fall adds is area that a length-times-height rectangle does not see. A stepped run shows a step of bare post face at every post, carries two gravel boards where the flat stretch carried one, and if it is raked has a run length that is the longer of your two figures rather than the shorter. Total the bays individually where it matters, or feed the plan length against the tallest section height and treat the answer as a floor rather than as the number.

What the fall changes on the order

Six figures, and the first two settle the other four. The stack opens on the run in plan, seeded with the twenty-six metre boundary above and bays already tightened to something a gravel board can close.

  • Total fall, and the fall in the steepest stretch — Two numbers rather than one. A run averaging 1 in 12 that hits 1 in 5 across the middle is two runs, and wants two step heights.
  • Run length twice, in plan and on the ground — Level panels sum to the plan figure; rails, fabric, featherboard and a raked gravel board all sum to the longer one.
  • Step per bay, checked against a gravel board you can actually buy — Widest closable bay is board height divided by grade — the reverse of the order you would work in on the flat.
  • Post length, one step longer than the flat-run figure — Every post but the lowest. Timber can be bought long and cut after the panels are hung; concrete posts go up a standard size and bury the extra.
  • Hole depth taken from the low lip of each hole — Plus the sloping-surface allowance: hole area times half the fall across its own diameter, per hole, added on top of the cylinder.
  • Field cuts scheduled for end treatment before fixing — Two per board on a fully raked run, and the lowest end of each one is the end nearest the soil.
Open this as a workspace →

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

  • BS 1722-1 Fences — Specification for chain link fences
  • BS 1722-5 Fences — Specification for close-boarded fences
  • BS 1722-11 Fences — Specification for woven wood and lap boarded panel fences
  • ASTM F567 Standard Practice for Installation of Chain-Link Fence
  • Chain Link Fence Manufacturers Institute WLG 2445, Wind Load Guide for the Selection of Line Post Spacing and Size
  • International Residential Code R403.1.7, Footings on or adjacent to slopes (as adopted and amended by the local jurisdiction)
  • BS EN 335 Durability of wood and wood-based products — Use classes: definitions, application to solid wood and wood-based products
  • AWPA U1 Use Category System: User Specification for Treated Wood
  • AWPA M4 Standard for the Care of Preservative-Treated Wood Products
  • BS 8417 Preservation of wood — Code of practice
  • The Town and Country Planning (General Permitted Development) (England) Order 2015, Schedule 2, Part 2, Class A

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