Safety checklist — Earthwork / Excavation

Excavation, trenches and digging. Compliant with Québec's Construction Safety Code (CSTC) and CNESST standards.

Before work

13 items
  • PPE worn: CSA hard hat, high-visibility vest, steel-toed boots

  • Locate request (Info-Excavation) received — underground services markedCritical

    ℹ️ Info-Excavation: 1-800-663-9228 — mandatory before any excavation

  • Machine inspected: brakes, backup alarm, bucket, fluid levels

  • Weather conditions checked — no collapse risk after rain

  • Shoring plans signed by engineer submitted to CNESST

  • Overhead power lines identified — safe distances confirmed

  • Wall slope < 45° or shoring/trench box in place (CSTC art. 3.15.3)Critical

    ℹ️ Art. 3.15.3 Construction Safety Code

  • Shoring extended 300 mm above excavation

  • No vehicle parked within 3 m of the top of wallsCritical

    ℹ️ Regulatory minimum distance to prevent wall collapse

  • Materials stored more than 1.2 m from trench edge

  • Access ladders installed every 15 m, extending at least 1 m above grade

  • Signal person present if operator visibility is reduced

  • Experienced person on surface monitoring the walls

After work

3 items
  • Excavation protected: rigid barriers + nighttime signage

  • Machine parked safely, bucket down, key removed

  • Excavation report completed and signed

+ 3 more checks

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Risks and prevention — Earthwork and excavation

Trench and excavation cave-ins are among the most fatal construction accidents. The CSTC imposes strict requirements once depth exceeds 1.2 metres: shoring, sloping, or shielding based on soil type. Soil analysis and nearby load assessment must be completed before digging.

Pre-locating underground utilities (Info-Excavation in Québec) is mandatory. Any unexpected contact with a gas line or buried electrical cable can have fatal consequences. Minimum approach distances must be observed during mechanical digging.

A safe means of access (ladder, ramp) must be available within 7.5 metres of any worker in the excavation. Wall monitoring is ongoing: cracks, water infiltration, and vibration from machinery are precursors of instability.

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