Toolbox Talks / Waterproofing & Sealants
Waterproofing & Sealants

Below-Grade Waterproofing Beside Open Excavations

Use this leader guide before below-grade waterproofing beside open excavations work to review the real setup, the controls that need to be in place, and the conditions that should stop the task.

Leader guideSuggested discussion: 8-12 minPrintable sign-off included

Read every Toolbox Talk online without limits. Guest PDF downloads: 1 per day. Verified free VPS Tools account: up to 10 individual PDFs per day across English and Spanish combined.

Also available in Spanish.

Leader note: Do not read this sheet word-for-word. Pick the sections that match today’s task, point to the actual equipment/work area, and get the crew to answer the questions out loud.

Why this matters

Use this leader guide before below-grade waterproofing beside open excavations work to review the real setup, the controls that need to be in place, and the conditions that should stop the task. Excavation conditions can change between one trip into the trench and the next. Soil, water, vibration, nearby loads and utilities all affect whether the protective system and access are still suitable. A competent-person inspection is a control, not a formality.

A scenario to discuss

The crew performing Below-Grade Waterproofing Beside Open Excavations notices cracking, sloughing, water, movement, or a change near the excavation edge. Nobody is directly under it yet. What is the immediate action and who decides when re-entry is acceptable?

Before work starts

  • Confirm the competent-person inspection is current and review soil, water, adjacent loads and protective system.
  • Verify utilities are located/marked and conflicts are resolved before digging or entering.
  • Confirm safe access/egress and keep spoil, equipment and materials controlled near the edge.
  • Coordinate waterproofing access with the excavation protective system and competent-person inspection.
  • Keep ladders, platforms and workers from damaging shoring/shields or entering unsupported zones.

Common failure points

  • Entering after conditions changed without a new competent-person evaluation.
  • Allowing spoil, equipment, water or vibration to load or destabilize the excavation.
  • Treating utility marks or old drawings as a substitute for field verification.

Safe work sequence / controls

  • Coordinate waterproofing access with the excavation protective system and competent-person inspection.
  • Keep ladders, platforms and workers from damaging shoring/shields or entering unsupported zones.
  • Control materials, buckets and tools so they cannot fall from grade onto workers below.
  • Maintain safe egress and stop if water, soil movement, adjacent loads or excavation geometry changes.

Stop and reset the plan if...

  • The competent-person inspection has not been completed or conditions have changed since the inspection.
  • Water, cracking, sloughing, vibration, adjacent loads or utility conflicts appear.
  • Required protective systems, safe access/egress or edge controls are not in place.

Questions worth asking the crew

  1. What did the competent person find in the latest inspection, and has anything changed since that inspection?
  2. What protective system is being used, and does the actual depth, soil, water, and adjacent loading still match the plan?
  3. Where is safe access/egress, and can every worker reach it without crossing an uncontrolled hazard?
  4. What sign of cracking, sloughing, water, vibration, utility conflict, or equipment surcharge means everyone gets out?
  5. Has anyone seen a trench/excavation condition change after the morning inspection? What was the first sign that required another competent-person look?

Make it real on the job

Walk the edge with the competent person and point out protective system, access and changing conditions.

Close the talk

Before the crew starts, everyone should be able to explain the hazard, point to the control being used today, and name the condition that would make the work stop.

Related authoritative reference

29 CFR 1926.651 - Specific Excavation Requirements · Open reference ↗

This is a practical discussion guide, not a substitute for required training, a competent person, permits, manufacturer instructions, employer procedures, or applicable federal/state/local requirements. Adapt it to the actual task and conditions.