The Glazing Is Ordered and Nobody Has Written to Number 21
A 1930s semi, rear extension 4.6 m out and full width, structural opening into the existing back room, and a start date nine weeks away because the aluminium doors were surveyed and ordered in the same week the drawings went in. Planning is done. Building control has the full plans application. The homeowner believes the consents are complete, and they are — every consent that a public body issues. What is missing is the private one, and it is missing because nothing in the planning or building control process mentions it.
Three parts of this job reach across a boundary. The new floor and the new opening put two beams into the party wall with number 21, one of them taking its bearing in a pocket cut on a padstone. The first-floor chimney breast comes out of the same wall to gain a metre of bedroom. And the new foundation runs down both flanks at 1.4 m, alongside number 21's shallow strip on one side and, on the other, within a couple of metres of number 25's detached garage — which most people do not think of as a neighbour's building at all, and which the Act does.
Those three sit under three different provisions of the Party Wall etc. Act 1996, and they do not share a clock. The longest is two months, which at nine weeks out is already close enough that a single misdirected letter costs the start date. Building control will not raise it, the planning officer will not raise it, and the contractor may or may not. It is a civil obligation running in parallel with the job, enforced by an injunction rather than by an inspector, and the only person whose diary it is in is the person who reads the Act.
Three Limbs, Two Clocks, and a Notice That Expires
The Act has no general notification duty. It has three specific ones, and work outside all three needs no notice however alarming it looks from next door. Section 1 covers building at the line of junction where there is no wall there yet. Section 2 sets out the rights over an existing party structure, and section 3 requires a party structure notice before any of them is exercised. Section 6 covers excavation near an adjoining owner's building or structure, and nothing in it depends on whether a party wall exists at all: a detached garage two metres away is enough.
Two months is the section 3 period and one month covers the other two, so sequencing matters more than arithmetic. Serving everything early and forgetting about it does not work either: a party structure notice ceases to have effect if the work has not begun within twelve months of service and been prosecuted with due diligence. Serve in January for a job that slips to the following spring and the notice is spent. The window that actually works is three to six months out, which is before the tender is let and long before the glazing is ordered.
All three then run into the same fourteen-day consent window, but not to the same effect, and this is where the limbs stop behaving alike. On a party structure notice, section 5 says an adjoining owner who does not consent inside those fourteen days is deemed to have dissented and a dispute is deemed to have arisen; section 6(7) says the same for an excavation notice. A deemed dissent is a dispute — surveyors, an award, and a process with its own duration stacked on top of the notice period. Section 1 does not work that way: silence there is simply an absence of consent, and the consequence is that the wall goes wholly on your own land instead of astride the line, not that an award is triggered. Silence is the most common response there is, so on the two limbs that produce awards the realistic programme is the notice period plus the time two surveyors take to agree, not the notice period alone.
| What is being done | The limb it falls under | Notice period | What has to go with the notice |
|---|---|---|---|
| A new flank wall built on the boundary line, or hard up against it on your own land | Section 1, line of junction | One month | Which of the two it is, and whether you are asking to build astride the line or wholly on your own side |
| Cutting a pocket into the party wall for a beam bearing | Section 2(2)(f), cutting into a party structure — notice under section 3 | Two months | Name and address, the nature and particulars of the work, and the date work will begin |
| Taking out a chimney breast that projects from the party wall | Section 2(2)(g), cutting away a projecting chimney breast, with section 2(2)(n) where wall is exposed | Two months | The same particulars, plus how the masonry above will be supported and how the wall is weathered |
| Digging the extension foundation alongside a neighbour's house or garage | Section 6, adjacent excavation | One month | Plans and sections showing the site and the depth of the excavation, and the site of what is to be built |
| The foul drain run to the existing inspection chamber | Section 6 again — it is an excavation like any other | One month | The same plans and sections, drawn to the invert at the deep end rather than to an average |
Is That Actually a Party Wall, and Is That Actually the Owner
Section 20 does the defining, and it recognises two quite different walls under one name. The first forms part of a building and stands on the lands of different owners — the wall down the middle of a pair, half in each title. The second stands wholly on one owner's land but separates buildings of different owners, which is the arrangement in many terraces where one house was built first and the next built up against it. A party fence wall is the garden version: astride the boundary, not part of a building, and a close-boarded fence is not one. A party structure is wider again and takes in floors and partitions separating flats, which is why a flat conversion can be notifiable when nothing vertical is touched.
None of that is on the title plan. Land Registry plans are general boundaries drawn at a scale that cannot resolve a 215 mm wall, so the answer comes from the building. Lift a floorboard and see which way the joists run and where they bear. Look at whether the tiles run through or stop at a wall carried up above them, at where the original build stopped and the later one started, at the bond on the rear elevation, and at which flues serve which house. Deeds occasionally carry a declaration, but on a 1930s pair the physical evidence is the better witness.
Then there is who to serve, and this is where notices are quietly wasted. Section 20's definition of an owner is broader than the person living there: a freeholder, a leaseholder holding under a term exceeding a year, a person in receipt of the rents and profits, and a purchaser under a contract are all owners for the purposes of the Act and all entitled to a notice. A house next door split into two flats and let can have four recipients. A notice served on the occupier with the landlord unaware is not a notice served on the adjoining owner, and that is normally discovered after the fourteen days have run. Where the owner cannot be identified, section 15 permits a notice addressed to the owner and fixed to a conspicuous part of the premises.
What is not caught matters just as much, because the opposite error stalls jobs that never needed to stop. There is no general minor-works exemption in the Act, but there is no free-standing offence of working near a boundary either: the only question is whether the work engages one of the section 2 rights or one of the section 6 excavation tests. Replastering your own face of the wall, chasing for a socket or screwing units to it exercise no section 2 right. Cutting into it, cutting away from it, raising it, underpinning it, thickening it or exposing it do.
The Beam Pocket and the Breast That Is Buttressing Something
Cutting a pocket for a beam bearing is the clearest section 2 case there is: section 2(2)(f) gives the right to cut into a party structure for any purpose, and section 3 requires two months' notice before it is exercised. The word most often under-read in section 3 is particulars. A notice that says insert steel beam is not particulars and will not survive the first surveyor who reads it. What is wanted is the section, the reaction at the bearing, the padstone size and grade, the depth and height of the pocket, how the masonry above is held while it is cut, and what happens to the plaster on the far face. Supply that at notice stage and the award is a short document; withhold it and the award becomes a negotiation about information.
The chimney breast is routinely under-estimated, because from inside the bedroom it looks like a lump of brick doing nothing. In a 1930s pair it projects from the party wall, is bonded into it, and is carrying the breast above it, the flues in it and its share of a stack very likely serving both houses. Taking it out is cutting away a projecting chimney breast from a party wall, a section 2(2)(g) right, and where the removal leaves party wall exposed that was previously enclosed, section 2(2)(n) brings an obligation to weather it adequately. Disturb the neighbour's flue liner or gather on the far side of a 215 mm wall and that is their damage, paid for through section 7(2).
How the retained masonry above is supported is a structural question with a party wall consequence attached. Gallows brackets bolted to the party wall are the traditional answer, and many building control bodies now decline them without a structural engineer's calculation: their capacity depends on the quality of a wall nobody has tested, and the load path runs into masonry half of which belongs to somebody else. Approved Document A sets the structural requirement and the design is done to BS EN 1996-1-1 with its UK National Annex. A steel spanning between the flank walls and picking the breast up above avoids loading the party wall in shear, and is far easier to justify in an award.
- Establish which wall it is, and whether the breast and the stack above are shared, before anything is drawn.
- Finish the engineer's support scheme first: the notice has to describe it, and a scheme that changes afterwards changes the notice.
- Identify every owner next door, freehold and leasehold, and serve them all on the same day so one fourteen-day clock runs, not three.
- Serve at least two months before the date you intend to cut, and put a real date on it rather than on receipt of consent.
- Book the schedule of condition while the neighbour is still amenable, before a dispute makes it awkward to ask.
- Keep the notice, the proof of service and the reply in one file — the date of service is what everything downstream is measured from.
Three Metres Is Measured to the Hole, Not to the Line on the Drawing
Section 6(1) has two conditions and both have to hold. The excavation must be within three metres measured horizontally from any part of a building or structure of an adjoining owner, and it must go to a depth below the level of the bottom of that building's foundations. Fail either and section 6(1) does not bite. On this job the right-hand return of the new foundation sits 0.9 m inside the fence, number 25's detached garage stands 1.5 m beyond it, so the horizontal distance is 2.4 m. The garage was found on a 0.45 m strip in a hand-dug hole on our own side. The dig is 1.4 m. Both conditions hold, and a garage counts: the Act says building or structure, and it does not ask what the structure is worth.
The condition people get wrong is the first, and they get it wrong by measuring to the foundation instead of to the excavation. The Act measures to the excavation, and an excavation is the hole you dig, not the concrete you leave in it. Move the garage out to where the mistake actually bites and it is easy to see. A trench face drawn 3.3 m from it is comfortably outside three metres on paper, and is battered on site because nobody may stand in a vertical 1.4 m cut in that ground. At a one-to-one batter the crest travels 1.4 m back from the toe and the nearest part of the excavation is 1.9 m from the garage; at one-and-a-half-to-one it travels 2.1 m and lands 1.2 m away. The drawing was outside the line and the hole is not. Where it comes out this close the call belongs to the surveyors, and the cheap move is to serve anyway: an unnecessary notice costs a month of programme and a missed one costs an injunction.
Put the dig depth in and read how far the crest travels back from the toe on each side — then take that figure off the distance scaled from the drawing before deciding whether you are inside three metres. The depth box follows the metric and imperial switch; the soil class is a dropdown and does not. One honest caveat: the ratios behind it are the OSHA Appendix B tables, so in Great Britain treat the answer as a screen and take the actual batter from the temporary works design.
The vertical depth of the excavation.
The OSHA soil type classification (A, B, or C) determined by a competent person's field tests.
Minimum required horizontal setback
10 ft
Soil classification (Type A/B/C) MUST be determined by a competent person using OSHA 29 CFR 1926 Subpart P Appendix A's field tests (not assumed) — misclassifying soil is a common cause of excavation collapse. This simple-slope method is only valid for excavations 20 ft (6 m) or less in depth; deeper excavations, benched configurations, or soil with seeping water require the full Subpart P tables or a registered professional engineer's design. Type A soil has a further exception (1/2:1 for short-term cuts ≤12 ft) not implemented here — use the more conservative 3/4:1 ratio shown unless your competent person confirms the exception applies.
- Slope ratio used (horizontal:vertical)
- 1 :1
They open the calculator with your figures already in it
Excavation Sloping/Benching Setback Calculator: 10 ft — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
The setback is measured from the bottom edge of the excavation out to where the top of the slope breaks. Nothing — spoil, plant, material — belongs inside that line. This page never asks how wide the base is, so the section shows the batter and the depth and leaves the bottom open rather than closing it on a width you did not give.
What this calculation does not cover
- The three ratios held in the lookup — 0.75, 1.0 and 1.5 — are the steepest cuts permitted for each class, so the distance returned is the smallest setback allowed rather than a recommended one; laying the face back further is always acceptable and is frequently what the ground, the weather or the length of time the cut stays open actually calls for.
- A single letter drives the whole answer and it is applied from formation level right up to the crest, so ground that changes character partway up the face — a firm crust over soft alluvium, made ground sitting on undisturbed material, a granular lens between clays — is not handled, and a face like that is governed by its weakest band and not by the class picked here.
- Depth multiplied by ratio gives the horizontal run of one face measured out from the toe. It is not the width of the excavation at ground level, since no trench or base width is asked for, and it produces no spoil volume, no footprint of site consumed, and no allowance for the working room, plant standoff or access route you still need beyond the top of the slope.
- Only the depth and the soil class reach the arithmetic, so nothing in it represents how long the cut stays open or what goes on beside it. Rain, freeze-thaw, drying cracks along the crest, vibration from compaction or passing plant, and ground disturbed by earlier work all degrade a face that stood well when it was first dug, and the setback shown does not move.
- Taking the depth as one vertical dimension presumes the ground above the crest is level; where the site falls away behind the cut, rises toward it, or carries an embankment, an old excavation or a services trench above the face, the section being dug no longer matches the geometry these ratios were written for.
Code thresholds this tool can check
Code thresholds this tool can check
Checked for United States. Each check below names the body that published the limit it uses. Switching market re-runs them. This is not a code review and has no official standing.
These checks cover only the specific numeric limits listed below. They are not a complete code review: fire separation, egress, structural capacity and accessibility provisions are outside their scope, and only the handful of local amendments offered in the selector are modelled — your municipality may have others. Passing every check here does not make a design compliant. Final approval rests with your local building authority.
WITHIN LIMIT — Simple slope method valid only to 20 ft (6 m) depth; deeper cuts need an engineered design.
Depth 3.0 m is within the 20 ft (6 m) simple-slope range, provided a competent person has classified the soil.
OSHA · 29 CFR 1926 Subpart P, Appendix B · 29 CFR 1926 Subpart P App. B
Forty-Five Degrees Down From a Foundation Nobody Has Looked At
Section 6(2) is the second excavation test and it works on a plane rather than a distance. It applies within six metres horizontally, and it catches an excavation any part of which drops below a plane drawn downwards at forty-five degrees to the horizontal, starting from the line where the bottom of the adjoining owner's foundations meets the external face of their wall. Because the plane falls away at forty-five degrees, the arithmetic is unusually simple: at a horizontal distance d from their wall face, the plane sits at their foundation depth plus d. Anything below that line, within six metres, is notifiable.
Run it here and the reason section 6(2) is so rarely operative becomes obvious. The garage foundation is 0.45 m down, so at 4.5 m out the plane is already at 4.95 m and a 1.4 m strip trench is nowhere near it. Ordinary domestic foundations almost never reach a forty-five degree plane at three to six metres, which is why 6(1) catches nearly every extension and 6(2) catches almost none. Where 6(2) does bite is basements and piling: a 3.2 m basement dig 2.0 m from the same garage meets a plane at 2.45 m and sits well below it, and would still be caught at five metres, where the three-metre test stopped applying long ago.
Both tests share one input nobody has: the depth of the neighbour's foundations. You are not entitled to dig on their land to find it before any notice exists, so the route is a trial hole on your own side as close to the boundary as is safe, plus what the house type suggests, plus a stated assumption on the drawing that accompanies the notice. Say what you assumed, in writing, and let the surveyors test it. And note where the answer can go: section 6(3) allows the adjoining owner to require you to underpin or otherwise strengthen and safeguard their foundations at your cost, and a shallow interwar footing beside a 1.4 m dig is exactly the case that produces it.
The Plans and Sections Have to Show a Hole You Can Actually Dig
Section 6(6) is specific about what travels with an excavation notice: plans and sections showing the site and the depth of the excavation and, where a building or structure is to be erected, its site. That is not a request for the architect's general arrangement. It is a section through the boundary showing your formation level, their foundation level, the horizontal separation and the profile of the cut — and the profile is the part that gets drawn as a neat vertical slot and built as something else entirely.
Take the right-hand return: 4.6 m of trench, 0.75 m wide at the bottom, 1.4 m deep, with the near face 0.9 m from the fence. Battered at one to one it opens to 3.55 m across the top, which puts the near crest half a metre inside number 25's garden. Section 8 gives a right of entry to execute work in pursuance of the Act, on fourteen days' notice; it does not give a right to excavate a neighbour's land to make room for your batter. So the batter is unavailable, and the method reverts to vertical faces with support, or to short bays dug and filled one at a time. That is a different job with a different price and a different sequence, and it is the job the notice and the award have to describe, because an award drawn around a battered trench does not authorise a shored one.
The same tool shows what the boundary is saving you, which is worth knowing before anybody complains about the price of shoring. Sloped, that trench takes 3.01 cubic metres of ground per metre run against 1.05 for a vertical cut — nearly two extra cubic metres in the bank for every metre of foundation, close to nine over the return, all hauled away and all replaced. The classification that sets the ratio, and the safety case built on it, are covered in the trench safety guide linked below rather than restated here.
Enter the bottom width, the depth and the run to get the top width, then hold that figure against the distance from the trench face to the boundary. If the crest lands on the other side of the line, the notice describes a supported excavation and not this one. All three lengths follow the metric and imperial switch.
Depth from existing ground to the trench bottom.
Width needed at the base for the work.
Run of trench at this profile, for the total excavation volume.
This calculator does not classify soil. A competent person must.
Excavation top width
19.5 ft
Geometry at the tabulated maximum allowable slope for the soil type you selected. It is not a classification, and it is not a protective-system design.
- Setback each side
- 8 ft
- Slope angle from horizontal
- 45 °
- Spoil volume per metre of trench
- 3.41 yd³/ft
- Extra volume caused by sloping
- 2.37 yd³/ft
- Top width in feet
- 19.5 ft
- Total bank excavation volume
- 112.44 yd³
They open the calculator with your figures already in it
Trench Sloping & Excavation Width Calculator: 19.5 ft — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
The top width is what the excavation costs you at the surface, and it is the figure people are surprised by: in Type C soil a trench 2.4 m deep opens 7.2 m wide before you have dug anything. The section is drawn to one scale on both axes, so the batter you see is the batter the soil classification requires.
What this calculation does not cover
- Soil classification must be made on site by a competent person using the tests in OSHA Appendix A. This calculator applies the slope for a classification you supply; it cannot make one.
- Excavations deeper than 20 feet (6.096 m) require a protective system designed by a registered professional engineer. The depth input is capped for that reason.
- Layered soils are classified by the weakest layer present, and previously disturbed ground is Type C regardless of appearance.
- Spoil must be kept at least 2 ft (0.6 m) from the edge, and that setback is not included in the top width here. Surcharge from spoil, plant or adjacent structures changes the problem entirely.
Reinforcement Is the Thing You May Not Put Under Their Garden
There is a rule in the Act that catches engineers rather than builders, and it turns on a definition in section 20. Special foundations are foundations in which an assemblage of beams or rods is employed for the purpose of distributing any load. That is reinforced concrete: a reinforced ground beam, a reinforced pad, a raft with a mesh in it. Plain mass concrete is not a special foundation however large it is. Section 7(4) then says a building owner may not place special foundations on the land of an adjoining owner except with their previous written consent — and section 1(6) permits projecting footings and foundations below the adjoining owner's land where a wall is built at the line of junction, which is precisely the permission that special foundations are carved out of.
The consequence is a footing geometry decided by a boundary rather than by the ground. Reinforcement cannot cross the line without a signature adjoining owners are, reasonably enough, seldom keen to give, so on the party wall side the choice is mass concrete allowed to project, or a reinforced section narrow enough to sit wholly inside your own title. Narrow it and the load goes eccentric, because the wall now stands near the edge of the strip rather than over its centre, and the usual answer to eccentricity in a narrow footing is depth. That is why so many boundary foundations end up as deep, thin mass trench fill: legal, buildable in bays, and free of anything the Act calls an assemblage of rods.
The arithmetic is worth having before the argument starts. Across 12.4 m of new perimeter, the strip the engineer drew before anyone mentioned the boundary — 600 mm wide, 400 mm thick — is a little over three cubic metres with waste. What survives the boundary and the neighbour's shallow footings is 450 mm wide and 1.25 m of concrete, and that is more than seven. The concrete bill more than doubles, the muck-away goes with it, and none of it is visible on a plan that shows the same rectangle either way. Where the depth is being driven by clay and trees rather than by a boundary, the foundations guide linked below has that.
Run the section the boundary actually permits — 12.4 m of run, 450 mm wide, 1.25 m of concrete — and then run the one the engineer drew, to see what the line on the ground costs in concrete. Watch the units: the two cross-section boxes are shown in centimetres in metric and inches in imperial while the run is in metres or feet, so 45 and 125 go in as 45 and 125.
SettingsSettings for this calculation
Waste is set to 5% by hand. Pick a tier above to replace it, or keep your own figure.
The total linear length of the continuous footing or grade beam.
The cross-sectional width of the footing.
The cross-sectional depth (height) of the footing.
Extra concrete for spillage and formwork irregularities.
Concrete volume needed
6.844 yd³
- Base volume (no waste)
- 6.52 yd³
- Equivalent in cubic yards
- 6.84 yd³
They open the calculator with your figures already in it
Continuous Footing / Grade Beam Volume Calculator: 6.84 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
- A GRADE BEAM AND A STRIP FOOTING ARE NOT THE SAME ELEMENT, and nothing here distinguishes them. A grade beam spans between piles or pads and is designed in bending, with steel top and bottom; a strip footing bears continuously and spreads load into the ground. They can share a rectangular cross-section and an identical concrete volume while having entirely different reinforcement, and the volume is the only thing this returns.
- A VOLUME, NOT A DESIGN. The width, depth and reinforcement of a footing come from the load it carries and the ground it sits on, and this takes all three as given. It answers what to order, not what to build.
- Excavation is not the same shape as concrete. Trench sides slump, over-dig happens at every corner, and soft spots get dug out and filled — which is why the volume placed routinely exceeds the volume calculated by more than the waste allowance covers, and why the allowance is worth setting from experience of the ground rather than from a default.
- Frost depth, the founding stratum and the water table decide how deep the footing goes before any of this arithmetic starts. A footing at the right size and the wrong depth is a heave failure waiting for a cold winter.
- Steps in a footing on sloping ground add concrete at every step and are easy to leave out of a straight-run take-off.
- Formwork, blinding, reinforcement, spacers and any waterproofing or damp-proof membrane are separate quantities that are not derived from the volume above.
The Drain Is an Excavation Too, and the Award Decides What Goes Back In
Foundations get notified and drains get forgotten, which is odd given that the drain is usually the deeper of the two at the downstream end. The new foul run here is 9.5 m across the rear to the existing inspection chamber, 600 mm wide, 150 mm pipe, reaching 1.1 m at the chamber. It passes 1.4 m from number 25's garage on a foundation found at 0.45 m, so it is inside three metres and below their formation: a section 6 excavation on its own account. At the other end it runs 0.8 m off the party wall at 0.7 m deep against number 21's strip footing, which the trial hole put at 0.65 m — a fifty millimetre margin, which is no margin, and the case where the trial hole earns its cost several times over.
The award is then likely to say how the trench is opened and closed, and that is where the quantity changes shape. Where an excavation runs alongside and below a neighbour's footing, awards commonly require it in short bays rather than as a continuous run, each bay backfilled or concreted before the next is opened, with the fill against the exposed length specified as well-compacted imported granular material rather than the cohesive spoil that came out. Backfill stops being something you get for free and becomes something you order and store. Here the excavation is 6.27 cubic metres, the pipe occupies a sixth of a cubic metre of it, and fifteen per cent of loose material to compact into the remaining void puts the order near seven cubic metres — all of which has to be on site before the first bay opens, because a bay left open overnight for want of stone is exactly what an award exists to prevent.
One separate consent travels with the same trench and is not a party wall matter at all: connecting to or building over a public sewer needs the sewerage undertaker's agreement, and the drainage itself is governed by Approved Document H to the Building Regulations for England. Two consents, two organisations, two lead times, one hole.
This is the one place on the job where the headline answer — loose backfill material needed — is the number you actually order, because the award has ruled out putting the arisings back. Length and depth are in metres or feet; the trench width and the pipe diameter are shown in centimetres in metric and inches in imperial.
The total length of the trench.
The width of the trench.
The depth of the trench.
The outer diameter of the pipe being laid; 0 for a trench with no pipe.
Depth of bedding material under the pipe; 0 if the pipe sits on the trench bottom.
Depth of the same bedding material over the top of the pipe; 0 for none.
Extra loose material needed to achieve full compaction in the void.
Loose backfill material needed
50.9 yd³
Assumes the excavated soil itself isn't reused as backfill (e.g. importing clean granular fill) — if reusing native soil, account for its own swell factor separately.
- Excavation volume (the depth entered)
- 48.89 yd³
- Pipe volume (subtracted)
- 4.6 yd³
- Compacted backfill void
- 44.29 yd³
They open the calculator with your figures already in it
Trench Excavation & Backfill Volume Calculator: 50.93 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.
The pipe is drawn to scale inside the trench. Backfill is everything else in the section, which is why the pipe diameter changes the answer at all.
What this calculation does not cover
- The trench is modelled as a plain rectangular prism — vertical faces, one width and one depth over the whole run. Battered or benched sides, the extra width a trench box needs, over-break outside the drawn line, and a bottom that falls with the pipe's gradient are all outside it. A run cut back to a safe slope holds considerably more than this figure, and the shortfall rises with the square of the depth rather than in proportion to it.
- This is a quantity take-off, not an excavation safety assessment. Nothing here classifies the soil, checks the depth against sloping, benching or shoring requirements, or sizes a protective system — that comes from a competent person on site, and past the depths the rules set, from an engineer.
- Only the single pipe you enter is deducted. A second pipe or duct sharing the trench, cable bundles, manholes, chambers, valve boxes, thrust blocks and concrete surround all displace backfill and are not subtracted. No check is made that the pipe fits the trench you described either: where its volume exceeds the excavation, the answer is floored at zero rather than reported as impossible geometry.
- At most two materials: a bedding and surround zone when you enter a bed or a cover, and one backfill above it at one flat percentage. The bedding row is an in-place volume across the full trench width, capped at the trench depth, with no compaction or waste allowance, so add your own for a graded bedding that is compacted. Marker tape or protective tiles, and the sub-base, blacktop or topsoil at the surface are further materials in further thicknesses and are not split out. The percentage is a loose-volume allowance on the backfill and nothing else — it is not a density or Proctor specification, and it says nothing about lift thickness or how many passes the plant makes.
- Nothing is said about the spoil. The excavation row is a bank volume measured in place, not the loose volume that leaves in the truck, and the calculation does not judge whether the arisings can go back, how much of the void they would fill, or what has to be carted away. Rock, groundwater and dewatering, and over-excavation to remove unsuitable ground are all excluded.
Consent, Deemed Dissent, and What an Award Actually Decides
Fourteen days from service is the hinge. Written consent inside that window ends it and the work goes ahead on the terms of the notice. Anything else — a refusal, a conditional reply, a request for more information, or the far more common absence of any reply — is a dispute, and section 10 starts. Say plainly to a neighbour that ignoring the letter is the one response that guarantees surveyors, because most deemed dissents are not disagreements but people who assumed a letter with no reply slip did not need answering. The adjoining owner also has a counter-notice under section 4, served within a month, requiring works for their own convenience at their own expense.
Under section 10 the parties either appoint a single agreed surveyor or each appoints their own, and where there are two they select a third at the outset so a deadlock has somewhere to go. Appointments must be in writing and cannot be rescinded: a surveyor is not an advocate for whoever pays them. If an appointed surveyor refuses or neglects to act for ten days after a written request, the other may proceed alone. The award determines the right to execute the work, the time and manner of executing it, and any other matter arising — including who pays the surveyors — and binds both parties unless one appeals to the county court within fourteen days of it being served.
Money runs mostly one way. Section 11 puts the expenses on the building owner where the work is for the building owner's benefit, and the surveyors' fees normally follow, which is the answer to the client asking why they are paying for the other side's surveyor. Section 12 lets either party require security for expenses before work starts. Section 7(1) obliges the building owner not to cause unnecessary inconvenience, section 7(2) makes them liable to compensate for loss or damage, and section 8 gives the rights of entry the work needs, on fourteen days' notice except in an emergency.
Skipping the whole thing is not a criminal matter — there is no penalty in the Act for failing to serve — and that reassures exactly the wrong people. The remedy is an injunction, granted quickly and enforced against the site rather than the paperwork, plus damages at common law for work with no statutory authority behind it. The second loss is evidential: the schedule of condition that would have been taken before work started does not exist, so every crack in the neighbour's plaster afterwards is one you cannot prove predated you. That document costs a morning and it is the most useful thing the whole process produces.
Where This Act Does Not Reach
The Party Wall etc. Act 1996 extends to England and Wales, replacing the older inner-London regime in Part VI of the London Building Acts (Amendment) Act 1939. Outside that, none of the above is the law. Scotland has no equivalent statute: rights of support and mutual gables sit in the common law, with the Tenements (Scotland) Act 2004 governing shared elements in tenement buildings. Northern Ireland has no equivalent either. In the Republic of Ireland the ground is covered by Part 8 of the Land and Conveyancing Law Reform Act 2009, which works through an application to court for a works order rather than through a notice and an award.
In the United States there is no general statute and party walls are creatures of deed, easement and local ordinance, varying by city rather than by state. What is consistent is the excavation duty: Section 3307 of the International Building Code requires adjoining public and private property to be protected during construction, and cities with dense party wall stock legislate it in far more detail — New York City's Building Code covers it in Chapter 33, including the obligations on whoever causes an excavation and the licence needed to enter next door to discharge them. Same underlying problem, and the same answer for anyone who has read this far: find the document that governs where the wall actually is, before the digger is booked.
Settle These Before the Notice Is Written
A party wall notice is only as good as the geometry behind it, and half of these six lines are facts somebody has to go and establish on site before a single letter is drafted. The workspace opens on the right-hand return of this article's own trench — 1.4 m deep, 0.75 m wide at the bottom, 4.6 m of run — so the top width can be held against the distance to the boundary.
- What the wall is, established from the building — Joist bearings, roof line, brick bond and flue positions. Title plans are general boundaries and cannot resolve a 215 mm wall, so they will not answer this.
- Every owner next door, freehold and leasehold — Section 20 counts a leaseholder with a term over a year, a person receiving the rents, and a purchaser under contract. Serve them all on the same day so one fourteen-day clock runs.
- Depth to the bottom of the neighbour's foundations — From a trial hole on your own side, as close to the boundary as is safe, with the assumption stated on the drawing that accompanies the notice rather than left implied.
- The profile of the excavation, not just its formation level — The three-metre test is measured to the hole. A battered cut reaches back the depth times the slope ratio, and that reach is what decides whether section 6 applies.
- Whether anything in the foundation is reinforced — Special foundations under section 20 may not be placed on the adjoining owner's land without previous written consent, so reinforcement is what forces a narrow, deep section on the boundary.
- A schedule of condition, dated and photographed — Taken before anything starts, while relations are still easy. It is the only evidence that a crack in their plaster was there first, and it cannot be created retrospectively.
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.
