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Decision guide

When excavation is necessary

Collapsed pipe, bellies, severe offsets and short open runs: an honest guide to when open-cut sewer excavation beats lining or bursting, and how hybrid repairs work.

A small earth-core cutaway exposes one crushed clay sewer section between sound ends, with a replacement segment suspended above the localized opening.
Illustrated field guideWhen excavation is necessaryA small earth-core cutaway exposes one crushed clay sewer section between sound ends, with a replacement segment suspended above the localized opening. Conceptual, not to scale.
Short answer

Excavation is usually the right call when the sewer pipe is collapsed, has a belly that holds water, has an offset the camera cannot pass, or when a short run under open lawn makes digging cost-competitive. Many jobs combine one small dig with trenchless work on the rest of the line, so needing a dig rarely means trenching the whole yard.

Key takeaways
  • No trenchless method corrects grade or passes a true blockage; a dig does both.
  • A hybrid repair — dig one spot, line or burst the rest — is common and should be priced section by section.
  • Short, shallow runs under lawn can be cheaper to dig than to line.
  • Before any digging in Alberta, request utility locates at least three full working days ahead; your own sewer line needs a private locate.
  • Trenches deeper than about 1.2 m generally need a protective system, which is part of why depth drives cost.
A shored trench across a front yard exposing an old clay sewer pipe
IllustrationOpen-cut repair: a shored trench exposing the old clay lateral.
Open-cut sewer trench in cross-sectionA trench cut across the line: spoil piled back from the edge, sloped or shored walls, a granular bedding layer under the new pipe, initial backfill around it, and native backfill compacted in lifts up to restored grade. SPOIL KEPT BACK ① BEDDING ② NEW PIPE ③ INITIAL BACKFILL ④ COMPACTED LIFTS DEPTH DEEP TRENCHES NEED SLOPING OR SHORING UNDER PROVINCIAL OHS RULES CROSS-SECTION · NOT TO SCALE
Fig. 1An open-cut trench: spoil kept back, protected walls, bedding under the pipe, backfill in compacted lifts.

01 /Which three conditions can trenchless methods not fix well?

Every trenchless repair works inside the path of the old pipe. A liner is shaped by it, and a bursting head follows it. That makes three conditions hard or impossible to solve without exposing the pipe.

  • Collapse. There is no open path for a liner, and a bursting head may stall or wander at a crushed section. The collapsed length is dug out and replaced.
  • Belly. Both lining and bursting follow the existing grade, so standing water and the buildup it causes return. Only relaying the pipe on proper bedding fixes the slope.
  • Severe offset. When sections have shifted far enough to block the camera, the pipe usually needs to be exposed and realigned. A liner cannot be inverted past a blockage it cannot see beyond.
A sag or belly in a sewer lateralLong profile of a sewer lateral: most of the pipe follows its designed downhill grade, but one section has settled into a belly that holds standing water and collects solids, which a camera shows as rising and falling water. DESIGNED GRADE ① BELLY HOLDS WATER + SOLIDS FLOW → ② CAMERA: WATER RISES LONG PROFILE · VERTICAL SCALE EXAGGERATED
Fig. 2A belly in long profile: the designed grade against the dip where water and solids collect. A liner or burst follows the dip.

These are the same three conditions the original version of this site drew as the cases where neither lining nor bursting fits, and they are still the right starting point. The trenchless fit checker keeps excavation at Discuss first for all three, whatever sits above the line.

02 /When is digging simply the cheaper option?

Sometimes the pipe could be lined, but digging costs less or gives a better result. That usually happens when the run is short, the pipe is shallow, the ground above is open lawn, and there is nothing expensive to restore. A dig also installs new pipe on new grade and lets the installer see exactly what they are connecting to at each end.

Signals that favour a dig over trenchless repair (planning guide)
FactorFavours diggingFavours trenchless
LengthShort run, roughly under 15 mLong run, especially over 30 m
DepthShallowDeep, where a trench needs shoring
SurfaceLawn or open groundDriveway, patio, mature trees, an addition
GradeBelly or wrong slopeGrade is fine
AccessNo cleanout and none can be addedUsable cleanout or pit locations
PipeCollapsed, crushed, missing sectionsRound, passable, local defects

These are tendencies, not rules. The only reliable way to know is to price both from the same camera footage. The fit checker raises the dig option when your run is under 15 m with lawn above, and lowers it for long runs and hard surfaces.

03 /What is a hybrid repair, and why is it so common?

A hybrid repair digs only where a trenchless method cannot work and uses trenchless methods everywhere else. A contractor might open one pit to replace a collapsed section or relay a belly, then line the lateral either side from the cleanout, or burst the remaining length using the same pit as a launch point. On older laterals with one grade failure and many root joints, it is often the plan that fixes everything for the least disturbance.

A hybrid repair: one dig plus a linerProfile of a sewer lateral from the house to the property line. Section A near the house is lined from the basement cleanout. Section B, a belly under the lawn, is exposed in a small pit and relaid on proper bedding and grade. Section C, under a driveway, is lined after the dig is closed. Each section has its own method and its own line on the quote. DRIVEWAY CLEANOUT PROPERTY LINE A · LINEDB · DUG + RELAIDbelly fixed on gradeC · LINEDdriveway untouched ONE PIT, NOT A TRENCH PROFILE · NOT TO SCALE · ASK FOR EACH SECTION'S METHOD SEPARATELY ON THE QUOTE
Fig. 3Section A lined, section B dug and relaid on grade, section C lined under the driveway.

Ask for the plan to show each section's method, length and price separately. That lets you see what the dig costs on its own, compare it with the price of trenching further, and check that the liner ends lap onto the new pipe properly. If your defect list mixes linable faults with a belly or collapse, Spot Repair or Full Liner? prices the digs into both liner plans.

04 /What happens during a sewer excavation?

  1. Locates and permit

    Public utilities are marked through the provincial locate service, private lines are traced, and a permit is obtained where required.

  2. Excavation

    Machine digging to near the pipe, then hand work around it; deeper trenches are shored or boxed.

  3. Cut out and replace

    The failed section is removed and new pipe, commonly PVC, is joined to sound pipe with shielded couplings.

  4. Bedding and grade

    The new pipe sits on compacted bedding at a checked slope, so the belly does not come back.

  5. Inspection and video

    A camera run, and an inspection where the permit calls for one, before the pipe is covered.

  6. Backfill and restoration

    Backfill in compacted layers, then topsoil and sod, or concrete and pavers as the contract says.

Open-cut sewer trench in cross-sectionA trench cut across the line: spoil piled back from the edge, sloped or shored walls, a granular bedding layer under the new pipe, initial backfill around it, and native backfill compacted in lifts up to restored grade. SPOIL KEPT BACK ① BEDDING ② NEW PIPE ③ INITIAL BACKFILL ④ COMPACTED LIFTS DEPTH DEEP TRENCHES NEED SLOPING OR SHORING UNDER PROVINCIAL OHS RULES CROSS-SECTION · NOT TO SCALE
Fig. 4An open trench: spoil set back from the edge, pipe on bedding, shoring where depth requires it.
Sewer camera view of a collapsed clay pipe blocked by soil and shards
IllustrationA collapsed section: broken pipe and packed soil block the line. Cameras usually cannot pass this point.

05 /What must happen before any digging in Alberta?

Alberta requires utility locates before ground disturbance. Utility Safety Partners asks homeowners and contractors to place a request at least three full working days before starting, and to expose any marked line with hand tools within one metre either side of the marks. Its homeowner guidance also states that customer-owned lines, including water and sewer service lines, are not registered with it — so your own lateral is traced with a camera sonde or a private locator.

Work on the public side of the property line may involve your municipality. In Calgary, the City owns the sanitary service from the main to the property line and the homeowner owns the rest, according to the City's open-data description of its service lines; the City also inspects connections and keeps a list of approved indemnified contractors for work on utility connections. Confirm who is responsible for each part of the line, and who may work on it, before a shovel goes in.

06 /What does a dig cost, and what drives it?

As 2026 planning estimates, a single excavated spot repair typically quotes about $3,500 to $9,000 CAD when it is under about 2.5 m deep and under lawn, and $7,000 to $16,000 when it is deep or under concrete or asphalt. A repair under a basement slab runs about $4,000 to $12,000. Open-cut replacement of a 15 to 25 m lateral is about $12,000 to $35,000 or more.

Depth and surface dominate: every extra half metre means more digging, and every square metre of concrete or pavers must be rebuilt. Frozen ground in a Calgary winter slows excavation and adds cost, which is one reason non-urgent digs are often booked for spring or fall. Full line items are on the trenchless sewer repair cost page, and repairs under a basement floor are covered in trenchless repair under a basement slab.

07 /What should I ask a contractor who recommends digging?

  1. Which defect on the footage makes a dig necessary, and at what distance?
  2. Could the rest of the line be lined or burst from the same pit?
  3. How deep and how wide is the dig, and will it be shored?
  4. How will bedding, slope and couplings be checked before backfill?
  5. What restoration is included, and what is excluded?
  6. Who books locates, pulls the permit and deals with the municipality if the city side is involved?
  7. Will I get a camera video of the new section before it is covered?

A good recommendation to dig points at a specific defect on the footage. If it does not, get a second opinion; the HAUSE Sewer desk can look at your video. The other side of this decision is in when CIPP sewer lining fits and when pipe bursting fits.

FAQQuestions people ask

Does needing a dig mean trenching my whole yard?

Rarely. Most digs on house laterals are a single pit at the fault, with the rest of the line lined or burst. Ask for a hybrid plan priced section by section.

Can I line over a belly to save digging?

You can, but the belly stays and keeps holding water and solids inside the new liner. Recurring blockages at that spot are the usual result.

Is digging ever better than trenchless on a long line?

Sometimes, when the grade is wrong along much of the line or the pipe is collapsed in several places. Otherwise long runs usually favour trenchless because of restoration costs.

Who pays if the problem is on the city side?

In Calgary the City owns the service from the main to the property line. If the camera shows the fault on that side, call 311 before any work is done on it.

Can a dig be done in winter in Calgary?

Yes, but frozen ground makes excavation slower and more expensive, and restoration may wait for spring. Urgent failures are still repaired in winter.

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