Interior Repair

When Underground Sewer Repair Requires Excavation

Excavation is the correct approach when the pipe failure type or condition falls outside what trenchless methods can address. These are the specific conditions that require direct access to the pipe.

Pipe Belly and Grade Failure

A belly is a section of pipe that has lost its downward slope and sags below the correct grade. Wastewater collects in the low point instead of flowing toward the main. Solids accumulate at the belly and create persistent backups that return regardless of how frequently the line is cleaned.

Trenchless methods cannot correct a belly. CIPP lining follows the existing pipe contour and will line the belly in place, creating a smooth-walled belly rather than eliminating it. Pipe bursting follows the existing pipe path and installs a new pipe in the same sagging position. Belly correction requires excavating to the low point, removing and re-grading the pipe section, installing new pipe at the correct slope, and restoring the surface. There is no workaround.

In Denver’s expansive clay soil, bellies form when soil beneath the pipe settles or contracts during dry conditions. The Front Range experiences significant seasonal moisture variation, and clay soil movement follows it. Properties built over moisture-sensitive soils, poorly compacted fill, or areas that have experienced settlement may develop sewer grade problems over time. Camera footage and prior inspection records can help determine whether a belly is isolated or part of a recurring condition along the line.

Fully Collapsed Pipe Sections

A collapsed section has no remaining pipe wall for a liner to bond to and no continuous pipe path for a bursting cable to pass through. Pipe bursting requires a passable path. CIPP lining requires a structurally present host pipe. Both conditions are absent when a section has fully collapsed.

Excavation to a collapsed section removes the failed pipe material, establishes the correct grade and depth for the replacement section, installs new pipe, and reconnects it to the surrounding pipe on both sides. Where the collapse is isolated to a short section with sound pipe on either side, spot excavation addresses only the failed section.

Severe Joint Offsets Beyond Lining Range

A minor pipe joint offset can be bridged by a CIPP liner. An offset large enough that the pipe sections have separated or crossed past their centerlines creates a gap or obstruction that a liner cannot seal. At that severity, the joint must be physically repaired: excavate to the offset, remove and replace the affected pipe sections on each side, realign the pipe, and restore the grade.

Denver’s clay soil movement produces offset joints across all of the older building stock in the metro. The severity varies. The camera scope establishes whether the offset falls within the range a liner can bridge or requires physical repair.

Root Intrusion With Physical Joint Displacement

Root intrusion at a joint gap that has not displaced the pipe sections is a trenchless candidate: the liner seals the joint from inside. Root intrusion that has grown large enough to physically force the pipe sections apart, creating visible displacement visible on camera, has moved the failure condition beyond what lining can address. The joint must be repaired physically.

Depth or Access Conditions That Prevent Trenchless Entry

Some commercial and residential sewer lines run at depths or through access conditions that prevent trenchless method entry. Very deep lines, lines running under active structural elements, or lines in confined spaces where trenchless equipment cannot be positioned may require excavation even when the pipe condition itself would otherwise be suitable for a no-dig approach.

Sewer Line Belly Repair: What the Process Involves

Belly repair is the most common excavation-required condition we encounter on Denver and Aurora commercial and residential properties. The process is more involved than a standard pipe section repair because it requires grade correction, not just pipe replacement.

Camera Scope and Belly Location

The camera scope locates the belly precisely within the pipe run. We identify the low point, measure its depth relative to the surrounding pipe grade, and assess the length of the affected section. This determines the excavation footprint required to access the belly and re-establish grade on both sides.

The camera footage also shows whether the belly is isolated or part of a pattern across the run. A single belly in otherwise sound pipe is a spot excavation. Multiple bellies distributed across the lateral, or a long section with insufficient grade throughout, may indicate a more extensive scope.

Targeted Excavation to the Low Point

We excavate to the belly using the smallest trench footprint that provides adequate working access. The excavation footprint depends on pipe depth, soil conditions, utility conflicts, required worker protection, and the access needed to complete the repair safely. We limit surface removal where practical without reducing safe working space or repair quality. On commercial properties with parking lot or driveway surfaces above the repair zone, we plan the excavation cut to minimize surface removal and facilitate efficient asphalt or concrete restoration.

Utility location is completed before any excavation begins. On commercial properties in the Denver metro, multiple underground utilities frequently share the corridor above the sewer lateral. We locate and mark all utilities before breaking ground.

Grade Correction and New Pipe Installation

With the belly section exposed, we remove the pipe in the affected area and re-establish a uniform downward grade for the replacement section. Minimum slope requirements vary by pipe diameter and the applicable plumbing code. We adjust the bedding beneath the pipe to achieve the required grade while maintaining proper alignment with the existing connections on both sides.

New pipe in the appropriate diameter and material is installed at the corrected grade. Connection to the existing pipe on both sides is made with appropriate couplings. The pipe bedding material is placed and compacted in lifts around the new pipe before any structural backfill is placed.

Post-Repair Camera Verification

After backfill and before surface restoration, the camera runs through the repaired section and the full surrounding lateral. The post-repair footage confirms the grade is correct, the connections are sealed, and no secondary issues were created or uncovered during excavation. The property receives the complimentary post-repair camera video.

Underground Sewer Repair on Commercial Properties: What Differs

Commercial underground sewer repair involves different planning, permitting, and coordination requirements than residential repair. These are the factors that change the project approach on a commercial property.

Commercial Factor What It Means for the Excavation Project
Parking lot and driveway surfaces Asphalt and concrete over the repair zone require cutting and restoration. Surface restoration cost is planned and priced before work begins, not added after the fact.
Underground utility density Commercial properties have denser utility corridors than residential. We locate all utilities before excavation and assess conflicts before the dig plan is finalized.
Larger pipe diameters Commercial mains run at 4 to 8 inches or larger. Larger diameter requires more excavation width, heavier pipe material, and different bedding and backfill specifications.
Permitting requirements Commercial excavation in Denver and Aurora typically requires city permits and an inspection before the trench is closed. We handle permit applications and inspector scheduling.
Occupied site coordination Excavation at occupied commercial properties requires planning around tenant access, parking availability, and business operations. We coordinate with property management before the dig starts.
Shoring requirements Excavations deeper than 5 feet in unstable soil require shoring per OSHA standards. We assess shoring requirements based on depth and soil conditions before beginning any excavation.
Documentation requirements HOA boards and property managers need written scope documentation, permit records, camera footage, and inspection sign-offs. We produce all of this as standard practice on every commercial underground repair.

Underground Sewer Conditions in Denver and Aurora That Drive Excavation Work

Clay Soil Settlement and Pipe Grade Loss

Clay-rich or moisture-sensitive soils can expand and contract as moisture conditions change. Sewer grade can also be affected by poorly compacted backfill, localized settlement, erosion, or changes in support beneath the pipe. The effect varies by property and cannot be determined from the building’s age or neighborhood alone. Camera inspection and site evaluation are used to identify whether settlement has contributed to a belly, offset joint, or loss of grade.

Deep Frost Line and Winter Heave Effects

Sewer joints and grade can shift when soil support beneath or around the pipe changes. Contributing conditions may include localized settlement, erosion, poor bedding, moisture-related soil movement, or earlier excavation near the line. Camera inspection identifies the resulting belly or offset, while excavation reveals the support conditions that must be corrected before new pipe is installed.

Aurora’s 1970s Multi-Family Infrastructure

Shared sewer mains on Aurora apartment and multi-unit properties can be affected by settlement, inadequate pipe support, joint movement, or loss of grade. Because one main may serve multiple units, a belly or collapsed section can disrupt several occupants at once. We use camera inspection and surface locating to identify the affected section before determining whether targeted excavation or a broader replacement scope is required.

Old Clay Tile and Orangeburg in Pre-1960 Properties

Older Denver properties may contain clay, Orangeburg, cast iron, or previously replaced sewer sections within the same lateral. Clay lines may develop cracked or separated joints, while Orangeburg can flatten, deform, or lose structural integrity as it deteriorates. Camera inspection confirms the actual material and whether the line has a combination of grade loss, joint displacement, root intrusion, or structural failure. When grade and pipe structure both need correction, excavation may address those conditions within one repair scope.

Our Underground Sewer Repair Process

Step 1: Camera Scope and Failure Assessment

Every excavation job begins with a full camera scope. The footage locates the failure precisely within the lateral, identifies the type and severity of each failure, documents surrounding pipe condition, and establishes whether the failure is isolated or part of a broader pattern. Camera footage also shows any secondary conditions, such as additional bellies or offset joints, that may affect the excavation scope.

Step 2: Trenchless Assessment and Written Options

Before recommending excavation, we assess whether any trenchless method is viable for the specific failure conditions shown on camera. When trenchless is a viable option, we present it alongside the excavation option with pricing for both. When it is not viable, we explain specifically why and proceed to the excavation plan. No excavation is recommended before the trenchless assessment is complete.

Step 3: Utility Location and Excavation Planning

Before any digging starts, we call 811 to locate underground utilities and conduct our own field verification in the repair zone. On commercial properties, we assess surface conflicts, shoring requirements based on depth and soil conditions, and the excavation footprint that balances repair access with minimizing surface disruption. The excavation plan is confirmed with the property manager or owner before equipment moves in.

Step 4: Precise Excavation to the Failure Point

We excavate to the smallest footprint that provides adequate access to the failure. Oversize excavation increases surface restoration cost and project timeline without improving repair quality. Our excavation crews are direct employees who work with our plumbers daily, so the excavation and pipe work sequence is coordinated rather than handed off between separate contractors.

Step 5: Repair Execution

The repair is completed with the correct pipe material, properly bedded and backfilled in lifts. For belly repair, grade is re-established before new pipe is placed. For collapsed section replacement, pipe is installed at the correct depth and slope. For joint repairs, alignment is confirmed before the trench is backfilled. City inspector sign-off is obtained where permits require it before structural backfill is placed.

Step 6: Post-Repair Camera Verification, Backfill, and Surface Restoration

The camera runs through the repaired section and the full lateral after repair and before surface restoration. Post-repair footage confirms grade, alignment, and connection quality. Final backfill and compaction are completed to the specifications required for the surface type being restored. Surface restoration, whether asphalt patching, concrete replacement, landscaping, or sod, is included in the original project scope and completed as part of the job.

Why Properties Choose Sewer Lines Only for Underground Sewer Repair

  • Camera scope before every excavation recommendation. We do not recommend digging without camera footage that shows specifically why trenchless methods are not viable for the failure condition found.
  • Trenchless assessment before any excavation plan. If trenchless is viable, we present it first with pricing. Excavation is recommended when camera evidence shows it is the correct approach, not as the default.
  • Our own excavation crews, no subcontracting. Our excavation teams and plumbers work under one company. There is no subcontractor relay between the dig crew and the pipe crew, which means one accountable team from first camera scope to final surface restoration.
  • Precise excavation to the failure point. Minimum footprint excavation reduces surface restoration cost and project timeline without reducing repair quality.
  • Commercial permitting handled in-house. Permit applications, city inspections, and shoring assessments are part of every commercial underground repair scope.
  • Post-repair camera verification and documentation. The complimentary post-repair camera video and written service report are provided to the property upon completion of the repair.
  • 5-year transferable warranty on all underground sewer repairs. Transfers with the property.
  • 927 Google reviews with a 4.9-star rating from property managers, HOA boards, contractors, and residential clients.
  • Free estimates and free second opinions. If you have been told your property needs excavation and want a second opinion on whether trenchless is viable, we scope the line and provide a written assessment at no charge.

Frequently Asked Questions

A belly is a section of pipe that has lost its downward slope and sags below the correct grade. Sewer pipe must maintain a consistent downward slope toward the main for wastewater to flow by gravity. When a section loses that slope and sags, wastewater pools in the low point rather than continuing to flow. Solids settle out of the standing water and accumulate at the belly. Recurring backups that return within weeks of cleaning are a reliable sign that a belly is causing the accumulation point.

No. A belly requires physical access to re-establish grade. CIPP lining installs the liner in the existing pipe contour including the belly, creating a smooth-walled belly rather than eliminating it. Pipe bursting installs the new pipe in the same path as the existing pipe including the low point. Neither method corrects the grade. Excavation to the belly point, removal of the affected pipe, re-establishment of correct slope, and installation of new pipe at the corrected grade are the only way to resolve a belly.

The camera scope locates the failure precisely within the pipe run. We run a high-definition camera from an access point at the building cleanout and track its position using a locating transmitter on the camera head. When the camera reaches the belly or failure point, we mark the surface location directly above the camera position. That mark determines where the excavation goes. Precise location eliminates unnecessary surface removal and keeps the excavation footprint as small as the repair allows.

Depending on scope. Spot repairs entirely on private property may not require a permit, though this varies by municipality. Excavations that involve a connection to the city sewer main, work within the public right of way, or exceed certain depths typically require a city permit and a pre-backfill city inspection. We confirm permit requirements before work begins and handle all permit applications and inspector scheduling for commercial projects.

A spot repair addressing a single failure point on accessible pipe typically completes in one to two days: one day for excavation and repair, a second day if a city inspection must occur before backfill. More complex repairs involving longer excavation runs, significant depth, or substantial surface restoration take longer. We provide a timeline estimate with the written repair proposal before any work is authorized.

Surface restoration is included in the project scope and completed as part of the job. Asphalt patching over a trench in a parking lot is priced and planned before excavation begins, not added as a surprise after. On commercial properties where matching existing asphalt surface conditions matters, we discuss the restoration approach with the property manager during the planning phase. We do not leave a gravel-filled trench and ask the property to arrange their own surface restoration.

Trenchless sewer repair addresses pipe failures from inside the pipe without significant surface excavation. Underground sewer repair by excavation requires physical access to the pipe, which means digging to the pipe location. The method is determined by what the camera shows: failure conditions suitable for lining or bursting go the trenchless route; failure conditions requiring direct pipe access, including belly repair, collapsed sections, and severe joint offsets, require excavation. We assess both options for every job and recommend the method that fits the actual failure condition.

Schedule an Underground Sewer Evaluation in Denver or Aurora

Sewer Lines Only scopes the line, assesses trenchless viability, presents written repair options with pricing, and completes excavation-based repairs with our own crews and equipment from camera scope through surface restoration.

Call 303-562-9800 for a free underground sewer evaluation or to schedule a camera scope. Free second opinions on excavation recommendations are available. If you have been told trenchless is not an option and want verification, we will scope the line and provide a written assessment at no charge.

Use the contact form on this page for written inquiries. We respond to all underground sewer requests within one business day.

Call Us Today For a FREE Estimate

Your Sewer Line Cleaning and Repair Experts

CALL NOW: 303-562-9800