drill bit making hole in concrete slab outdoors

Radon Rough-In Under a Slab: Plan, Seal, and Prepare for Testing

Introduction

A radon rough-in is the collection path, sealed sub-slab details, and capped vent riser installed before or during a slab pour so the home can be tested and, if needed, upgraded later. It is not automatically a working mitigation system: a capped pipe does not reduce radon by itself.

Plan the rough-in with the foundation, plumbing, drainage, electrical, waterproofing, and structural drawings—not after those components are in place. Requirements vary by country, state or province, municipality, adopted code edition, and project type. Confirm the applicable building, mechanical, electrical, firestop, and radon requirements with the building official or a qualified radon professional before construction.

The U.S. EPA recommends radon-resistant provisions in new construction where appropriate and, importantly, testing the completed home; soil or preconstruction results cannot reliably predict the finished-home radon level. See the EPA’s builder guidance for radon-resistant new construction for the distinction between rough-in work, testing, and activation.

Key takeaways

  • Install the collection path, soil-gas retarder, sealed riser, and future fan connection while the work is accessible.
  • Do not choose collector size, aggregate depth, pipe slope, membrane details, or roof termination clearances from a generic rule of thumb; those are design- and jurisdiction-specific.
  • Keep the temporary cap gas-tight and plan any future fan and pressurized piping outside conditioned and occupied space.
  • Photograph the work before the pour and make an as-built sketch showing every collection area, pipe route, and isolated slab compartment.
  • Test after construction. If results are elevated, have the rough-in evaluated for activation or additional suction points.
Table of Contents

Why a Radon Rough-in Under the Slab Matters

The rough-in preserves a practical route from the soil beneath the slab to a future vent system. Installing it before concrete is placed avoids later drilling, trenching, and guesswork. It also makes it possible to add a fan with less disruption if post-construction testing calls for active mitigation.

When to rough-in: new builds vs retrofit

New construction and major slab replacement are the right times to install a rough-in because the sub-base, membrane, pipe route, and penetrations are visible. After a slab is poured, a professional may need to drill one or more suction holes and diagnose pressure-field extension; do not assume one drilled point will serve every area.

Benefits and limits of a rough-in vs full mitigation

A rough-in is preparatory infrastructure. A complete passive system has a continuous gas-tight path to a compliant discharge location. An active soil-depressurization system also has a correctly selected fan, electrical provision, and performance verification. Test the completed home before deciding whether passive provisions are sufficient.

Step-by-Step DIY Rough-in Under Slab (Code-Aware Workflow)

Prerequisites: Have an approved foundation and slab plan, utility layout, drainage and waterproofing details, and the local inspection sequence. Mark interior footings, grade beams, thickened slab areas, construction joints, sleeves, plumbing, electrical runs, and any area that will be inaccessible after the pour. If these features divide the slab into separate compartments, obtain a collection design rather than relying on a single central pipe.

Tools, materials, and PPE: Use the specified gas-tight pipe and fittings; compatible joining cement or couplings; a temporary cap; the specified collection material or collection network; the specified soil-gas retarder; compatible seam tape, membrane sealant, and penetration collars; approved elastomeric sealant; pipe supports and labels; a tape measure, marker, level, and camera. Wear gloves, eye protection, safety footwear, hearing protection for cutting or drilling, and task-appropriate dust protection. A fan and manometer are not rough-in materials unless the system is being activated now.

Step-by-Step Process

  1. Confirm the design. Identify the collection approach: permeable aggregate, collection mat, perforated collection piping, drain-tile connection, or designated suction point. Coordinate it with drainage and structural work.
  2. Prepare the sub-base. Place and compact the specified sub-base without crushing or filling the planned collection components. Keep soil, concrete slurry, and debris out of the collection zone.
  3. Install the collection path. Lay out the designed collection layer or network so it can communicate with each slab compartment. Avoid footings, grade beams, utilities, and locations where concrete will block the path.
  4. Install the riser. Route the pipe from the collection zone through the slab or planned chase. Keep joints gas-tight, protect the pipe from movement and concrete intrusion, and minimize unnecessary bends.
  5. Install the membrane. Cover the specified area with the approved soil-gas retarder. Lap, tape or seal, and repair it exactly as the product and project detail require.
  6. Seal interfaces. Complete specified details at pipe penetrations, slab edges, construction and isolation joints, sumps, and utility sleeves. Do not use ordinary expanding foam as a substitute for a listed firestop system.
  7. Reserve the future connection. Continue the riser to an accessible, documented connection point; cap it securely and label it “Radon System.” Keep the cap gas-tight until the system is completed or activated.
  8. Inspect and document before the pour. Photograph the collector, pipe joints, membrane seams, penetrations, riser, cap, and surrounding landmarks. Obtain required approval before concrete hides the work.
  9. Protect during and after the pour. Keep workers and equipment from displacing the pipe or tearing the membrane. After the slab work is complete, confirm that the riser is intact, capped, labeled, and accessible.

Sub-slab collector layout and preparation

Collector geometry is a design decision, not a universal circle or spacing rule. Sub-slab permeability, compacted fill, drainage details, interior footings, grade beams, utility trenches, and separate slab sections determine whether one suction point can communicate across the slab. Poor communication may require multiple points or a collection network. Do not intentionally use control joints as gas pathways unless the approved design calls for it.

Installing the rough-in pipe and through-slab routing

Install the pipe before the slab is poured whenever possible; a preplanned sleeve or riser avoids unnecessary core drilling. Protect the pipe where it crosses the slab and do not leave an unjoined fitting buried in concrete. Route and support it so water cannot collect in a low point or future fan. Do not connect radon piping to sanitary or storm drainage unless an expressly approved design permits it.

Temporary capping, labeling and leaving access for future fan

A future fan connection must not become an open soil-gas route into the home. Leave a continuous gas-tight riser or a deliberately designed connection point, cap it securely, and identify it on the as-built sketch. Plan the fan location, service clearance, and any required electrical work outside conditioned and occupied space. The eventual discharge location must be checked against the applicable code, openings, outdoor-air intakes, roof configuration, snow conditions, and fan instructions.

Pipe Routing: Patterns, Sizing, and Penetrations

Choose the riser route before framing closes: an interior chase, garage-side route, or other approved path can preserve access while avoiding structural and utility conflicts. A route that looks short on plan may be a poor choice if it crosses a footing, a fire-rated assembly, or a future finished wall without service access.

Routing layouts: single suction, multiple suction and manifold options

A single suction point may suit a slab with a continuous, demonstrably permeable collection layer. Multiple collection points or a manifold may be needed where footings, grade beams, compacted soil, or separate pours isolate areas. A manifold and any later fan selection should be designed or reviewed by a qualified radon professional.

Pipe sizing, joints, slope and fitting best practices

Use the pipe material, diameter, fittings, and joining method required by the adopted code or project standard. PVC or ABS may be accepted in some jurisdictions; do not assume CPVC, mixed fittings, or solvent cements are interchangeable. For example, the 2015 IRC Appendix F calls for a minimum 3-inch gas-tight ABS, PVC, or equivalent pipe where that appendix is adopted; review the applicable IRC radon-control provisions rather than treating that example as your local rule.

Keep the route direct and support it according to the pipe manufacturer and applicable code. Avoid unnecessary restrictions, sags, and low points. Where condensation or drainage is possible, obtain direction from the applicable radon standard and the selected fan manufacturer; a fixed pipe-slope rule is not universal.

Penetrations through walls, rim joists and floors

Use sleeves or penetration details that protect the pipe and allow the specified seal. Air-seal with a durable product compatible with the pipe, concrete, membrane, and substrate. Where a penetration crosses a fire-rated wall or floor, use the listed firestop system required for that assembly; ordinary spray foam is not automatically an approved firestop. Do not add insulation, grout, or sealant that prevents future access where service access is required. Related guidance: Foamed Concrete for Insulation: Common Failures, Protection Details, and When to Avoid It.

Sealing, Membranes and Material Specifications

Sealing does not replace a properly designed collection path, but it limits soil-gas entry routes and helps an active system work efficiently. Use only products that are compatible with the membrane, concrete, pipe, and intended exposure. Follow the product instructions for substrate preparation, joint configuration, backing material, cure conditions, and repair.

Sealing around pipes, control joints and perimeter gaps

Seal the slab-to-wall interface, construction and isolation joints, pipe penetrations, utility sleeves, and sump covers as specified. Use a flexible, durable sealant where movement is expected. Do not state a fixed sealant depth or concrete cover unless it comes from the approved detail or product instructions. Recheck seals after concrete placement and after other trades add penetrations.

Sub-slab membranes and vapor barriers: selection & placement

Do not assume any plastic sheet is a radon barrier. Use the soil-gas retarder specified by the adopted code, project design, or program requirement. Confirm the material, thickness or performance designation, lap method, seam tape or sealant, puncture-repair method, and compatibility with insulation, drainage, termite treatment, and waterproofing. Install it continuously where specified and detail it carefully at walls, columns, footings, and penetrations.

Pre-pour inspection checklist

  • Collection: The designed aggregate, mat, perforated piping, or suction point is clean, continuous where intended, and not crushed or blocked.
  • Slab compartments: Footings, grade beams, thickened areas, and separate pours are marked on the as-built sketch; isolated areas have a documented plan.
  • Pipe: The specified pipe is gas-tight, protected from concrete intrusion, routed clear of utilities and structure, and connected to the collection zone.
  • Membrane: Seams, edges, penetrations, and punctures are lapped, sealed, or repaired as specified.
  • Interfaces: Planned slab joints, perimeter details, sleeves, and sump covers have the specified air-sealing detail.
  • Future activation: The riser is capped, labeled, accessible, and routed toward a future fan location outside conditioned or occupied space.
  • Records: Photos show the collection area, pipe route, membrane, penetrations, cap, and landmarks; the sketch identifies pipe routes and future fan location.

Stop the pour if the pipe is blocked, the membrane is torn without an approved repair, a slab compartment lacks a collection plan, or an inspector requires a correction.

Close-up of rough concrete wall texture with horizontal lines

Active Soil Depressurization Systems and Fan Considerations

This work is outside a basic rough-in, but the rough-in should make activation possible. An active system uses a fan to draw soil gas through the collection path and discharge it at an approved exterior