Safety Cue
Task-specific safety guidance for ordinary work hazards.
Project 11
Install a permanent perimeter foundation-drain system that collects water at the footing and conveys it to the approved gravity outlet, sump, or designed discharge point, and document a continuous, sloped, protected, and tested system before insulation and backfill proceed.
These cues appear at the point of work. They identify safety, code, manufacturer, and measurement issues before they become a blocked drain, a damaged waterproofing system, or a failed inspection.
Task-specific safety guidance for ordinary work hazards.
Serious injury, structural risk, or major damage is possible.
Practical work-area safety: trench edges, wet soil conditions, and equipment near the footing perimeter.
Local requirements vary. Verify permit, discharge-point, and jurisdictional rules.
Follow product-specific instructions for pipe, fittings, fabric, and sump components.
Invert elevation, slope, and continuity guidance.
This project qualifies you to install a permanent perimeter foundation-drain system at the footing, using the approved drain detail to control pipe material, perforation orientation, elevation, slope, cleanouts, aggregate, filter fabric, and discharge method. The finished work product is a continuous, sloped, tested drain line running the full protected perimeter, connected to the approved gravity outlet, sump, or designed discharge point, with the adjacent waterproofing reinspected and repaired as needed.
You will review the approved drain detail, confirm that waterproofing and wall repairs are complete and protected, establish invert elevations, prepare the drain bed, place and join perforated pipe at the correct slope, install cleanouts and transition fittings, surround the pipe with aggregate and filter fabric, test the completed line, and photograph and document the system before it is concealed by insulation, protection board, and backfill.
This project depends directly on the waterproofing or damp-proofing system completed in Project 10. It also sets the discharge conditions that must be protected through insulation installation in Project 12 and backfill in Project 13. No aggregate, backfill, or insulation work may bury the drain line until this project's continuity test and inspection are complete and recorded.
Project 10 established a continuous foundation moisture-control system on the wall surfaces. This project adds the second half of the water-management strategy: a permanent drain line at the footing that intercepts groundwater before it can build hydrostatic pressure against the wall. The invert-elevation and slope-verification method used here — establishing a fixed reference and checking continuity along the full run before covering the work — is the same discipline applied to the vapor-barrier and reinforcement work in Project 15 and to the final drainage grading confirmed during the Chapter 20 capstone.
The drain system installed in this project must remain functional and undamaged through insulation installation, backfill, and the life of the structure. Every aggregate placement, insulation panel, and backfill lift performed in later projects is required to protect, not bury blindly, the pipe, fabric, and outlet components verified here.
This project covers:
This project does not authorize the learner to:
Any drain-slope reading, aggregate condition, fabric placement, fitting connection, or continuity test result that fails the approved standard must be corrected and reverified before the drain system is concealed.
Establish these references before any drain-tile installation begins, and do not change them mid-installation.
| Term | Definition |
|---|---|
| Invert elevation | The elevation of the interior bottom of the pipe at a given point, used to establish and verify slope |
| Approved discharge point | The gravity outlet, sump, or designed discharge location identified in the approved drain detail that receives the drain-system flow |
| Drain bed | The prepared base beneath the pipe, including any filter fabric and initial aggregate lift, established at the required elevation and grade |
| Perforated pipe | The pipe section that collects water along the footing perimeter through its perforations, installed in the orientation required by the approved detail |
| Solid outlet pipe | The unperforated pipe section that conveys collected water from the perimeter system to the approved discharge point without further collection |
| Cleanout | An accessible fitting installed to allow inspection, flushing, or camera access to the drain line after installation |
Before installing any pipe, record the selected references directly on the Foundation Drain Inspection Record:
Site name/address: ______ Benchmark reference: ______ Approved discharge point: ______ Specified pipe material and diameter: ______
Date started: ____________ Installer name: ____________
Every drainage installation in this book, from this perimeter drain to the discharge and grading verification performed during the Chapter 20 capstone, follows the same sequence: confirm the fixed elevation references, prepare the bed, place and join the pipe at the required slope, protect the pipe with aggregate and fabric, and test continuity before concealment. Learning that sequence here, before insulation or backfill begins, means every later drainage or grading check starts from a method you already trust.
Every invert elevation in this installation is verified from the benchmark identified in Step 4 of Project 1 or its transferred control. Slope must be continuous toward the outlet or sump for the full length of the run; a flat or reverse-slope section anywhere in the line is a defect even if the average grade of the full run is correct. Do not rely on a single elevation check at each end of a long run without intermediate checks.
Check invert elevation at each corner, each fitting, and at intervals no greater than those specified in the approved drain detail. A run that passes at both ends can still contain a low spot or a short reverse-slope section between them. Correct any interval reading that breaks the continuous fall toward the outlet before continuing installation.
Treat any undercut, saturated, or sloughing trench wall along the footing perimeter as a stop-work condition until a competent person addresses it. Do not enter a trench section that shows signs of collapse, and do not stand beneath an unsupported excavation face to place pipe or aggregate.
Remove standing water from the trench before working in it, and use footing appropriate to wet or muddy conditions. Keep aggregate stockpiles and delivery equipment clear of the open trench edge to prevent material sliding into the work area.
Connection to a public storm system, an easement, or a neighboring property line varies by jurisdiction and by the approved drain detail. Never route discharge to an unapproved location, a neighboring lot, or an undersized swale. Confirm the approved discharge point with the designer or local authority before connecting the outlet pipe.
FN-061 – FN-066
Foundation Drainage Installation Qualification
Deliverable: one continuous perforated drain line installed at the required orientation and slope around the protected footing perimeter, joined with corners, tees, cleanouts, and transitions as specified, surrounded by filter fabric and drainage aggregate to the specified thickness, connected through solid outlet pipe to the approved discharge point or sump, tested for continuity, and recorded on a completed Foundation Drain Inspection Record.
| Item | Reference Used | Standard | Purpose |
|---|---|---|---|
| Invert elevations | Protected benchmark | Match the approved drain detail at every checked interval | Establish and confirm continuous slope |
| Pipe orientation and location | Footing perimeter and approved detail | Perforations and pipe position match the approved detail exactly | Confirm correct water collection at the footing |
| Filter fabric and aggregate | Approved drain detail | Placed to specified thickness and wrap without puncturing the wall system | Protect pipe function and prevent soil intrusion |
| Fittings, cleanouts, transitions | Approved drain detail | Match the specified type, location, and orientation | Maintain smooth flow and provide future access |
| Discharge connection | Approved discharge point | Confirmed capable of receiving design flow before and after connection | Confirm the system functions as designed |
| Continuity test | Approved test method | Passes without blockage, reverse slope, or leakage at joints | Verify the completed system before concealment |
| Check | Standard |
|---|---|
| Invert elevation and slope | Continuous fall toward the outlet or sump at every checked interval; no flat or reverse-slope section |
| Pipe orientation | Perforations and pipe position match the approved detail; solid pipe used only where specified |
| Filter fabric | Continuous coverage at the drain bed and around the aggregate as specified, with no puncture of the wall system |
| Aggregate placement | Specified thickness above and around the pipe achieved without floating, crushing, or displacing the pipe |
| Fittings and cleanouts | Installed at every location required by the approved detail, joined with compatible fittings, and accessible for future inspection |
| Continuity test | Passes the approved flow, camera, or visual test with no blockage, reverse slope, open joint, or leakage identified |
| Adjacent waterproofing | Inspected after drain installation with any damage repaired using the approved system before concealment |
Inspect every drain-system item using the same checks regardless of which section, fitting, or discharge component it applies to.
Complete the Foundation Drain Inspection Record in the Inspection Checklist section below before releasing the work for Project 12.
Probable cause: the trench bed was disturbed after the initial elevation check, or invert elevations were checked only at the ends of a long run rather than at regular intervals.
Confirmation: re-check invert elevation at every fitting and at the specified interval along the affected section, from the protected benchmark.
Correction: remove the pipe and aggregate in the affected section, re-grade the bed to the required slope, and reinstall the pipe.
Reinspection: repeat the slope check for the full length of the affected section and the continuity test for the full run.
Probable cause: a joint was not fully seated before aggregate placement, or debris entered an unprotected open pipe end during installation.
Confirmation: re-run the approved flow, camera, or visual test and locate the blockage or open joint by section.
Correction: excavate to the affected section, clear debris or reseat the joint using compatible fittings, and confirm the repair before re-covering.
Reinspection: repeat the continuity test for the full run after the repair.
Probable cause: fabric was punctured during aggregate placement, or seams were not lapped to the specified overlap.
Confirmation: inspect the fabric along the full run and compare seam overlap to the approved drain detail.
Correction: remove aggregate over the damaged section, repair or replace the fabric with the specified overlap, and reinstall aggregate without displacing the pipe.
Reinspection: repeat the fabric and aggregate check for the repaired section.
Probable cause: the discharge point is blocked, undersized for the design flow, or was not verified before pipe installation began.
Confirmation: inspect the discharge point, sump, or outlet and compare its condition and capacity to the approved drain detail.
Correction: stop work and obtain engineer or designer direction; do not connect the outlet pipe to an unapproved or nonfunctional discharge point.
Reinspection: repeat the discharge-point verification after direction is issued and any authorized correction is made.
Probable cause: a tool, fitting, or aggregate placement contacted the wall system without adequate protection during trench work.
Confirmation: inspect the wall surface adjacent to the drain trench for punctures, tears, or scraped coating.
Correction: repair the damage using the approved waterproofing system from Project 10 before installing aggregate or fabric over the affected area.
Reinspection: repeat the waterproofing reinspection for the repaired area before concealment.
Probable cause: aggregate was placed directly on the pipe from height, or standing water in the trench floated the pipe before aggregate was placed.
Confirmation: re-check pipe elevation and alignment against the invert reference after aggregate placement.
Correction: remove aggregate around the displaced section, reposition the pipe to the required elevation and alignment, and re-place aggregate in controlled lifts.
Reinspection: repeat the elevation and alignment check for the corrected section.
This project ends with a tested, protected drain system and a clean perimeter, not an open trench.
| Competency | Independent Pass Standard | Not Demonstrated | With Assistance | Independently |
|---|---|---|---|---|
| FN-061 | Establishes drain slope from verified invert elevations toward the approved outlet or sump, with continuous fall confirmed at every checked interval | |||
| FN-062 | Places filter fabric at the drain bed and around the aggregate as specified, without puncturing the wall system | |||
| FN-063 | Installs perforated pipe in the required orientation and location relative to the footing, joined with compatible fittings | |||
| FN-064 | Surrounds the installed pipe with drainage aggregate to the specified thickness without floating, crushing, or displacing it | |||
| FN-065 | Routes discharge through cleanouts, transitions, and solid outlet pipe to the approved discharge point or sump | |||
| FN-066 | Conducts the approved continuity test, reinspects adjacent waterproofing, and completes the Foundation Drain Inspection Record before concealment |
Mark one column per competency. Only Demonstrated Independently awards the competency; Demonstrated with Assistance authorizes additional supervised practice but does not complete the requirement.
| Item | Plan Value | Measured/Observed Value | Difference | Pass (Y/N) | Correction (if any) |
|---|---|---|---|---|---|
| Invert elevation — Outlet end | |||||
| Invert elevation — Far end | |||||
| Invert elevation — Interval checks | |||||
| Pipe orientation and location | |||||
| Filter fabric coverage | |||||
| Aggregate thickness | |||||
| Cleanouts and fittings | |||||
| Outlet/sump connection | |||||
| Continuity test result | |||||
| Adjacent waterproofing condition |
Conflicts identified: ____________
Drain installation declared complete: ______ (Pass/Fail) Date: ____________ Installer name: ____________ Released by: ____________
With the drain line placed, sloped, protected, and tested, review the finished Foundation Drain Inspection Record against the Acceptance Standards table and confirm every invert elevation and slope reading shows continuous fall toward the outlet or sump, pipe orientation and location match the approved detail, filter fabric and aggregate are placed to the specified thickness and coverage, every fitting and cleanout is installed and accessible, the continuity test has passed without blockage or leakage, and the adjacent waterproofing shows no unrepaired damage. Complete the record and resolve any unresolved conflict before releasing the work for Project 12. If an item fails, identify whether the error occurred in bed preparation, pipe placement, aggregate placement, fitting installation, or discharge-point condition before recording the correction and re-running the affected check.
You have completed the eleventh project in the concrete and residential foundations sequence: installing foundation drain tile. This project required you to establish drain slope from verified invert elevations (FN-061), place filter fabric at the drain bed and aggregate (FN-062), install perforated pipe in the required orientation and location (FN-063), surround the pipe with drainage aggregate to the specified thickness (FN-064), route discharge through cleanouts and transitions to the approved discharge point (FN-065), and inspect and test drainage continuity before documenting the completed system (FN-066).
You now have a continuous, sloped, protected, tested, and documented foundation-drain system connected to the approved discharge method. That protected system carries directly into the next project: installing foundation insulation and protection board over the same waterproofed, drained wall assembly.
Protect the drain line, fabric, aggregate, cleanouts, and discharge connection verified here. Every insulation panel, protection-board section, and backfill lift placed in the projects that follow must preserve, not bury blindly, the system you have just tested.