OSHA Trenching & Excavation Standards

29 CFR 1926 Subpart P — the federal standard for all open excavations. Public domain. Applies to every trench over 5 feet deep (and shallower trenches if hazardous conditions exist).

Legal requirement: Any excavation deeper than 5 feet requires a protective system (sloping, benching, shoring, or shielding). Any excavation deeper than 20 feet requires a PE-designed system. This is federal law, not a suggestion.

Soil Classification (OSHA Appendix A)

Soil TypeDescriptionTest MethodUnconfined Strength
Type ACohesive, stable. Stiff clay, hardpan, caliche. No fissuring, no prior disturbance, no water seepage.Thumb penetration: <0.25"; Pocket penetrometer: ≥1.5 tsf≥ 1.5 tsf
Type BCohesive or granular. Angular gravel, silty clay, previously disturbed Type A, fissured soils, dry rock not hard enough for Type A.Thumb penetration: 0.25"–1"; Penetrometer: 0.5–1.5 tsf0.5 – 1.5 tsf
Type CCohesive <0.5 tsf, granular (sand, gravel), submerged soil, soil subject to water, layered systems sloping into excavation.Thumb penetration: >1"; crumbles easily. Water present.< 0.5 tsf

Required Sloping Angles (OSHA Appendix B)

Soil TypeMax SlopeH:V RatioSetback per foot of depth
Type A53°3/4 : 10.75 ft each side
Type B45°1 : 11.0 ft each side
Type C34°1.5 : 11.5 ft each side
Stable Rock90°Vertical0

Competent Person Daily Checklist

✓ Soil type classified before workers enter
✓ Utilities located and protected (811 called ≥ 3 days prior)
✓ Surface encumbrances removed or supported
✓ Spoil placed minimum 2 ft from trench edge
✓ Protective system (slope / bench / shield / shore) in place
✓ Access and egress within 25 LF of all workers
✓ Water accumulation evaluated — dewatering if needed
✓ Atmospheric testing if depth >4 ft (confined space risk)
✓ Adjacent structures evaluated for stability
✓ Inspection after rain, freeze-thaw, or any hazard change

Trench Shield (Box) Requirements

  • Permitted in all soil types as an alternative to sloping or shoring
  • Must extend ≥ 18 inches above top of unstable soil, or within 2 ft of surface in stable soil
  • Workers must not be in the shield during movement or repositioning
  • Must be designed by a PE or meet manufacturer tabulated data
  • Spoil minimum 2 ft from trench edge regardless of shield use
  • Maximum 2 ft of unprotected trench in front of and behind the shield

Key Regulations

Use our OSHA calculator → The Trench Safety Calculator walks through protective system requirements by soil type, depth, and method.

OSHA PPE Requirements — Construction

29 CFR 1926 Subpart E — Personal Protective Equipment requirements for construction sites. Applies to all contractors on federal projects and most state equivalents.

PPE ItemWhen RequiredStandardNotes
Hard hatAll areas where head injury risk from falling objects, bumping, electrical1926.100 / ANSI Z89.1Class E for electrical work. Replace after impact.
Safety glasses / gogglesGrinding, chipping, drilling, concrete work, chemical exposure1926.102 / ANSI Z87.1Side shields required for flying debris
High-visibility vestWork near moving vehicles or equipment (MUTCD / ANSI 107)MUTCD / 23 CFR 634Class 2 min near traffic; Class 3 on highway right-of-way
Steel-toe bootsHeavy equipment operation, material handling1926.96 / ASTM F2413EH-rated for electrical hazards
GlovesHandling sharp materials, chemicals, concrete, hot surfaces1926.28 (general duty)Cut-resistant for pipe handling; chemical-resistant for solvents
Hearing protectionNoise ≥ 85 dBA TWA (jackhammers, compactors, excavators)1926.52 / 1910.95Earplugs: ~33 NRR. Earmuffs: ~25–30 NRR
Fall protectionLeading edges, excavations, elevated platforms ≥ 6 ft1926.502Harness + lanyard OR guardrail + safety net system
Respiratory protectionSilica dust, confined spaces, spray-applied coatings1926.1153 / 1910.134Silica PEL: 50 μg/m³ TWA. N95 minimum for silica.
Silica Rule (1926.1153): Effective 2017. Employers must have a written exposure control plan, limit worker exposure to 50 μg/m³ (action level: 25 μg/m³), and provide medical surveillance. Applies to grinding, cutting, or drilling concrete, stone, or mortar.

811 / Blue Stakes — Call Before You Dig

811 is the national "call before you dig" number. Blue Stakes of Utah administers the program for Utah. Required by law before any excavation. Not optional.

Utah law (Utah Code 54-8a): Every excavator must notify Blue Stakes at least 3 business days (72 hours) before digging. Failure to notify can result in fines and full liability for damage to underground facilities.

The 5 Steps to Safer Digging

1
Call or click 811 at least 3 business days before digging. Provide exact location, type of work, and dig depth. Online: bluestakes.org
2
Wait the full time. Facility operators have 3 business days to locate and mark utilities. Don't dig early — even if you think you know where lines are.
3
Confirm all markings. Check Electronic Positive Response (EPR) to see which utilities responded. If a utility hasn't responded, submit a No Response Notice before digging.
4
Respect the marks. Protect markings throughout excavation. Re-notify if marks are destroyed before work is complete or if work extends beyond 20 days.
5
Hand dig within the tolerance zone. 24 inches on either side of any marking. No power equipment in the tolerance zone until utilities are hand-exposed and confirmed.

Utility Marking Color Codes (APWA Standard)

RedElectric power, lighting, cables, conduit
OrangeCommunication, alarm, fiber optic, signal lines
YellowGas, oil, steam, petroleum, gaseous materials
GreenSewer, storm drain, drain tile
BluePotable water
PurpleReclaimed water, irrigation, slurry lines
PinkTemporary survey markings
WhiteProposed excavation area (your markings)

What Blue Stakes Does NOT Cover

  • Private service lines (from meter to building) — these are the property owner's responsibility
  • Abandoned lines — may still be present and energized
  • Non-member utilities — some small utilities may not be registered
  • Accuracy within the tolerance zone — 24" either side of marks is your responsibility to hand dig

Confined Space Entry — Construction

29 CFR 1926.1200–1213 — Confined spaces in construction. Covers manholes, vaults, tanks, excavations deeper than 4 ft with limited access. One of the most dangerous activities in underground utility work.

Fatality risk: More than 60% of confined space fatalities are would-be rescuers. Never enter a confined space to rescue a downed worker without proper equipment and training. Call 911 first.

Permit-Required Confined Space (PRCS) Criteria

A space is permit-required if it has one or more of:

  • Hazardous atmosphere (or potential for one) — oxygen-deficient (<19.5%), oxygen-enriched (>23.5%), flammable >10% LEL, toxic at or above PEL
  • Material that could engulf an entrant (water, soil, grain)
  • Internal configuration that could trap or asphyxiate
  • Any other recognized serious safety or health hazard

Atmospheric Testing Order (Always in this sequence)

1
Oxygen content — must be 19.5%–23.5% before entry
2
Flammable gases/vapors — must be <10% LEL
3
Toxic contaminants — CO, H₂S, etc. below PEL (CO <25 ppm, H₂S <1 ppm for 8-hr TWA)

Common Confined Spaces in Underground Utility Work

SpacePrimary HazardsNotes
ManholesOxygen deficiency, H₂S, methane, engulfmentAlways treat as PRCS until tested. Sewer gas is heavier than air — pools at bottom.
Valve vaultsOxygen deficiency, gas leaksTest all corners. Purge if O₂ low.
Trenches >4 ftCave-in, oxygen deficiency (near gas lines)Atmospheric monitoring required if risk of gas infiltration.
Wet wells / lift stationsH₂S, methane, oxygen deficiency, electrocutionHighest H₂S risk. Immediately dangerous to life at 100 ppm.
Storage tanksFlammable vapors, toxic residue, O₂ deficiencyHot work permit required. Inert atmosphere possible.

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Standards & Codes Reference

Key standards for underground utility and heavy civil construction. Know which ones apply to your work.

StandardWhat it coversWho publishesApplies to
29 CFR 1926 Subpart PExcavation and trenching safetyOSHAAll construction excavations
29 CFR 1926 Subpart EPersonal Protective EquipmentOSHAAll construction workers
29 CFR 1926.1200Confined spaces in constructionOSHAManholes, vaults, tanks
AWWA C900PVC pressure pipe for water distributionAWWAWaterline, 4"–60"
AWWA C151Ductile iron pipe specificationsAWWAWaterline, DIP
AWWA C200Steel water pipe specificationsAWWALarge diameter steel pipe
ASTM D3034PVC sewer pipe (SDR 35)ASTMGravity sewer, storm
ASTM D3035HDPE pipe for pressure applicationsASTMForce mains, directional drill
ASTM C76Reinforced concrete pipeASTMStorm drain, culverts
ASCE MOP 36Design and construction of sanitary sewersASCESewer system design
MUTCDManual on Uniform Traffic Control DevicesFHWAAll work zone traffic control
APWA Color CodeUnderground utility marking colorsAPWAAll utility locates
CGA Best PracticesDamage prevention for underground utilitiesCommon Ground AllianceAll excavators

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Soil Classification Reference

Field identification methods and engineering properties of common soil types encountered in underground utility work.

Soil TypeDescriptionField TestSwell FactorShrink FactorBearing (PSF)
Sand (clean)Loose to dense granular, no cohesion, drains freelyFalls apart in hand when dry. No ribbon forms when wet.10–15%5–10%1,500–3,000
GravelCoarse granular, excellent drainage, stable when compactedIndividual particles visible. No plasticity.10–20%5–10%3,000–6,000
Silty clayMedium cohesion, moderate plasticity, slow drainageRibbon 1–2" before breaking. Thumb penetration 0.5"–1".20–30%10–15%1,000–2,000
Stiff clayHigh cohesion, low permeability, stable excavation wallsRibbon 2"+ before breaking. Thumb barely penetrates. Penetrometer ≥1.5 tsf.25–35%15–20%2,000–4,000
Soft clayLow strength, high plasticity, unstable in excavationThumb penetrates easily. Oozes when squeezed.30–40%20–25%500–1,000
Rock (soft)Shale, limestone, weak sandstone. Can be ripped.Scratches with knife. Breaks with hammer blow.25–40%0%10,000–50,000
Rock (hard)Granite, basalt, hard sandstone. Requires blasting or rock saw.Cannot scratch with knife. Rings when struck.30–50%0%50,000+

Swell factor: volume increase when excavated (BCY → LCY). Shrink factor: volume decrease when compacted (BCY → CCY). Always verify with actual soil testing for design.

Utility Marking Color Codes

APWA Uniform Color Code for underground utility markings. The national standard used by all 811 programs.

RedElectric power lines, cables, conduit, lighting cables
OrangeTelecommunication, alarm/signal lines, cable TV, fiber optic
YellowGas/oil distribution, steam, petroleum, gaseous materials
GreenSewers, drain lines, culverts
BluePotable water, irrigation, slurry lines
PurpleReclaimed water, irrigation, slurry lines (non-potable)
PinkTemporary survey markings, unknown/unidentified
WhiteProposed excavation limits (you mark your dig area in white)
GrayTemporary dewatering/pumping lines

Source: APWA Uniform Color Code. Used by all 811 One-Call programs nationwide. Marks are typically flags, paint, or stakes. Respect all marks — even if you know where a line is.

Pipe Specifications Quick Reference

Common pipe materials, their typical applications, pressure ratings, and standards. Use the full pipe reference table in the Calculators for OD, wall thickness, and weight.

MaterialTypical UseSize RangeJoint TypeStandardNotes
PVC C900Water distribution, pressure pipe4"–60"Push-on gasketAWWA C900DR18 = 165 PSI, DR14 = 200 PSI. Most common water pipe.
PVC SDR 35Gravity sewer, storm drain4"–15"Push-on gasketASTM D3034Gravity only. Not for pressure. Flexible ring-tight joints.
HDPE (DR11)Force mains, directional drill, gas½"–63"Butt fusion, electrofusionASTM D3035200 PSI. Fully restrained joint. Excellent for DD crossings.
HDPE (DR17)Low-pressure water, reclaimed water½"–63"Butt fusionASTM D3035100 PSI. Lighter wall, lower cost.
Ductile Iron (DIP)Water, sewer under pressure, harsh soils3"–64"Push-on or mechanicalAWWA C151Restrained joints (TR Flex, Megalug) required at fittings and long runs.
RCP (Class III)Storm drain, culverts12"–144"Bell and spigot, O-ringASTM C76Gravity only. Class I–V by wall strength. Class III most common.
SteelWater transmission, large diameter4"–252"Welded, flanged, mechanicalAWWA C200Requires interior/exterior coating. Good for large diameter, high pressure.
VCP (Vitrified Clay)Sanitary sewer (existing systems)4"–42"Push-on, compressionASTM C700Chemically inert, common in older sewer systems. Brittle.

Construction Glossary

Common terms in heavy civil and underground utility construction. From field slang to engineering terminology.