1. Trenching – Competent Person
Safety Meeting Topics
Trenching – Competent Person
Slide Show Notes
Welcome to this training session on Trenching safety. This session is intended for what OSHA calls a “competent person”—that is, a person who is knowledgeable about trenching operations. It provides important background information about trenching safety to support the competent person’s experience.
Copyright by the Institute for Safety in Powerline Construction
3504 Parliament Ct.
Alexandria, LA
All rights reserved. This material or any part thereof
may not be reproduced in any form without
the written permission of the
Institute for Safety in Powerline Construction

2. What Is a Competent Person?
Identifies trench hazards
Is authorized to take prompt corrective measures to eliminate hazards
Is responsible for daily trenching inspection
Coordinates the emergency response plan
Is knowledgeable about soils, protective systems, and OSHA rules
Works with the professional engineer (PE), who designs protective systems
Slide Show Notes
What is a “competent person”? When it comes to trenching, a competent person is someone who:
Identifies existing and predictable trench hazards, including working conditions that are hazardous or unsanitary for employees;
Is authorized to take prompt corrective measures to eliminate hazards;
Is responsible for daily trenching inspections;
Coordinates the emergency response plan;
Is knowledgeable about soils, protective systems, and OSHA rules regarding trenching; and
Works with the professional engineer, or PE, who designs protective systems for trenches.

3. Session Objectives As a “competent person,” you will be able to:
Recognize trenching hazards
Understand protective systems for trenches
Understand hazards and preventive measures for activities associated with excavation
Slide Show Notes
Here are the main objectives of this session. As a “competent person,” you will be able to:
Recognize trenching hazards;
Understand protective systems for trenches; and
Understand the hazards and preventive measures for activities associated with excavation.

4. Trenching Fatalities and Injuries
Over 30 workers die, 1,000 injured per year
Common causes:
No protective system
Failure to inspect
Unsafe spoil placement
Unsafe entry and exit
Slide Show Notes
Clearly, the overriding purpose of the session is to help prevent trenching fatalities and injuries. Here are some statistics about trenching accidents:
Over 30 workers die and close to 1,000 workers have lost-time injuries per year. Note that 75 percent of fatalities at excavation sites are the result of cave-ins.
The most common causes of trenching and excavation accidents include:
No protective systems in place;
Failure to inspect the trench and protective systems;
Unsafe placement of the spoil pile; and
Unsafe entry and exit to and from the trench.

5. What Is an Excavation? What Is a Trench?
Excavation—any hole or trench made by removing earth
Trench—a narrow excavation that is deeper than it is wide, no greater than 15 feet wide at bottom
Trench walls will eventually fail
Slide Show Notes
What are the definitions of an excavation and a trench?
An “excavation” is any hole or trench that is made by removing earth.
A “trench” is a narrow excavation made below the surface of the ground that normally is deeper than it is wide. The Occupational Safety and Health Administration, or OSHA, further defines a trench as an excavation that is not more than 15 feet wide at the bottom.
Trench walls will eventually fail. This is an important rule to remember, and it shows why trenching should always be considered hazardous.

6. What Is a Cave-in? Soil or rock falls into an excavation
Occurs when soil gravitates downward
Occurs when bottom third of a trench wall fails
Image Credit: OSHA
Slide Show Notes
What is a cave-in? The definition includes the following:
Soil or rock falls or slides into an excavation.
The soil gravitates downward due to its weight. The soil below is forced to move sideways because of the pressure of the soil above it, so it will move into the opening created by the trench.
In a trench cave-in, the bottom third of the trench wall will fail first.
The cave-in is complete when the soil above the collapsed lower portion also fails.
Discuss cave-ins that have been experienced by your company, whether or not the walls were supported or shielded.

7. Consequences of a Cave-in
Soil is dense and heavy
Cave-ins can entrap, bury, injure, or immobilize
Suffocation—soil prevents chest expansion
The worker becomes immobilized
Slide Show Notes
What are the consequences of a cave-in? Here are important points to remember:
Soil is dense and heavy—it weighs about 125 pounds per cubic foot and is heavier when wet.
Cave-ins of soil can entrap, bury, injure, or otherwise immobilize a person.
Suffocation can occur, even if your nose and mouth are not buried. That’s because in a cave-in, heavy soil can put 800 pounds of pressure on your chest and make it impossible to breathe.
Finally, a worker can become immobilized by a cave-in because soil creates a suction effect that makes rescue very difficult. For example, it takes about 750 pounds of force to remove a person’s leg that is buried by soil.
Discuss injuries that workers in your company have experienced from cave-ins.

8. Soil Classification Soil is classified into different types
Each type requires a certain protective system
Competent person determines soil type
Slide Show Notes
To understand more about cave-ins and trenching safety, you need to understand about soil classification.
Soil is classified into different types, depending on its characteristics.
Each type requires a certain protective system—not all protective systems are appropriate for all soils.
Finally, only a competent person can determine the soil type by using these classifications.
If you have different types of soil available, bring them into the classroom and have a competent person demonstrate different classification tests.

9. Soil Stability Soil stability affected by: Grain size—small is better
Water saturation
Cohesiveness—how well soil sticks together
Unconfined compressive strength (UCS)—how easily the soil will shear
Slide Show Notes
Soil stability is a key factor in classifying soils. Soil stability is affected by:
Grain sizes. There are four basic types of grain size: gravel, sand, silt, and clay. Smaller grain sizes are more stable, so clay is the most stable, and gravel is the least stable.
Water saturation, which is the amount of water the soil is holding. Soil that is completely saturated is much less stable than soil that is only slightly damp. However, soil with no water content at all is also unstable.
Cohesiveness, which is how well the soil sticks together. The more it sticks together, the more stable it is. A field test for cohesiveness can be to roll some soil together in your hands and observe how and when it separates.
Unconfined compressive strength, or UCS, which determines how easily the soil will shear and cave in, based on how much weight per square foot the soil can withstand.

10. Soil Types—Type A Type A is: The most stable soil type
Cohesive soil with UCS of 1.5 tons per square foot (tsf) or more
Cohesive soil that is predominantly clay
Not fissured or subject to vibrations
Not previously excavated or disturbed
Slide Show Notes
The next three slides will cover basic soil types, A, B, and C. The soil type often determines the kind of trenching protection that is required.
Soil Type A is:
The most stable type of soil;
The most cohesive soil, with unconfined compressive strength, or UCS, of 1.5 tons per square foot or more;
Predominantly composed of clay, meaning fine grained;
Not fissured or subject to vibrations; and
Not previously excavated or disturbed.

11. Soil Types—Type B Type B is:
Cohesive soil with UCS >0.5 but <1.5 tsf
Granular, cohesionless soil
Previously disturbed soils except those which would otherwise be classified as Type C soil
An “A” soil that is fissured or subject to vibration
Dry rock that is not stable
Slide Show Notes
Soil Type B is:
Cohesive soil with a UCS of more than half a ton per square foot but less than 1.5 tons per square foot, or
Granular, cohesionless soil including angular gravel (similar to crushed rock), silt, silt loam, sandy loam and, in some cases, silty clay loam and sandy clay loam.
Previously disturbed soils except those which would otherwise be classified as Type C soil.
A “B” soil can also be a Type A soil that has fissures or is subject to vibration.
Dry rock that is not stable.

12. Soil Types—Type C Type C is: Cohesive soil with UCS less than 0.5 tsf
Granular soil, including gravels
Sandy soil where sand is dominant
Submerged soil or seeping water
A downgrade of Type B
Slide Show Notes
Soil Type C is:
Cohesive soil with a UCS of less than half a ton per square foot; or
Granular soil, including gravels; or
Sandy soil, where soil is dominant.
Type C soil can also be soil that is submerged or soil with seeping water.
It is a downgrade of Type B soil.

13. Soil Tests Plasticity test Dry strength test Thumb penetration test
Pocket penetrometer
Slide Show Notes
There are various types of soil tests, including these four main types:
The Plasticity Test. For example, a wet ball of soil that can be rolled into a thread and held on one end without tearing is considered to be cohesive soil.
The Dry Strength Test. For example, dry soil might:
Crumble on its own or with moderate pressure into powder; or
Fall into clumps but break into smaller clumps only with difficulty; this could be true of clay combined with gravel, sand, or silt; or
Be unfissured; it breaks into clumps that do not break into smaller clumps without difficulty, and it has no visible fissures.
The Thumb Penetration Test. For example, a ball of Type A soil requires a great effort to penetrate with the thumb, although it can be indented. However, a ball of Type C soil can be easily penetrated and molded.
The Pocket Penetrometer Test, also known as a Hand-operated Shearvane Test. This involves the use of small, specialized instruments for soil testing. Follow the manufacturer’s instructions for using these instruments.

14. Signs of Soil Distress Fissures or cracks in trench wall
Wall of trench slumps or falls
Soil bulges or heaves
Excavation’s edge sinks
Material ravels or trickles into excavation
Image Credit: OSHA
Slide Show Notes
Signs of soil distress signal the likelihood of a cave-in. These signs include:
Fissures or cracks in the wall or face of a trench or excavation;
The wall of the trench slumps or falls into the excavation;
Soil from the trench walls bulges or heave, which could mean the wall is about to break down into the trench;
The edge of the excavation begins to sink; or
Material, such as pebbles or clumps of dirt, begins to roll or trickle down the excavation wall.

15. Soil Distress—Conditions
Nearby vibrating machinery
Nearby moving, heavy loads
Seeping water or rain
Hot, dry weather
Slide Show Notes
Soil distress can result from a number of conditions, such as:
Nearby vibrating machinery that can vibrate the soil and cause it to settle downward and inward toward the trench.
Nearby moving, heavy loads, such as street traffic. This can compress the soil downward, which will push soil inward toward the trench.
Water, such as rain, seeping into a trench, indicating a changing soil condition. This could mean a change in soil type, which could require a different protective system.
Hot, dry weather that can also affect the stability of the soil because it might remove moisture and reduce cohesiveness.

16. Trenching Hazards Do you understand specific trenching hazards?
About cave-ins?
About hazards related to soil types?
Slide Show Notes
Do you understand trenching hazards?
Now is the time for you to ask yourself if you understand the material presented so far.
It is important for your safety and the safety of others that you understand trenching hazards, cave-ins, and hazards related to soil types.
Conduct an exercise that illustrates the hazards of trenching or signs of a cave-in.

17. Trench Protective Systems
Sloping and benching
Shoring
Shielding
Image Credit: OSHA
Slide Show Notes
There are several types of trench protective systems, and we’ll discuss some of the more commonly used types over the next few slides. These include:
Sloping and benching, which is pictured here;
Shoring; and
Shielding.
Modify this and subsequent protective system slides to describe trench protective systems at your worksites.

18. Sloping and Benching Sloping—angling of walls at an incline
Benching—series of steps to angle walls
Soil type determines angle of slope/bench
Type A (slope ratio .75:1)
Type B (ratio 1:1)
Type C (benching not permitted) (ratio 1.5:1)
Slide Show Notes
Sloping and benching are simple and effective forms of trench protection that can be used if the width of the upper opening does not have to be narrow.
Sloping angles the walls of the trench in the form of an incline and protects employees from cave-ins. The angle is determined by the soil type, environmental conditions, and surcharge loads.
Benching means excavating the sides of the trench in a series of horizontal levels or steps, usually with vertical or near-vertical surfaces between the levels.
Soil type determines the angle of the slope or benches:
Type A soil requires a slope of 3 feet horizontal to 4 feet vertical, or 0.75 to 1.
Type B soil requires a 1 to 1 slope ratio.
Type C soil requires a 1-1/2 to 1 slope ratio, or 6 feet horizontal to 4 feet vertical. Benching is not permitted for Type C soil because this soil is too unstable to permit near-vertical surfaces between benches.
Use examples to help employees understand the horizontal distance that the slope should be angled for different soil types. For example, a 20-foot-deep trench in Type A soil needs a slope that extends 15 feet horizontally from the base of the trench.
Image Credit: OSHA

19. Shoring Uses support walls to prevent a cave-in
Usually built in place and designed by an engineer
Components:
Uprights or sheeting
Wales
Cross braces
Image Credit: OSHA
Slide Show Notes
Shoring is another protective system for trenches, as well as other excavations.
Shoring uses support walls in trenches or other excavations to prevent a cave-in from occurring.
It is usually built in place and designed by an engineer. Shoring can be made from a variety of materials but usually is made of wood.
Components of a shoring system typically include:
Uprights, or sheeting, that are vertical members placed in contact with the soil.
Wales, which are horizontal support members placed parallel to the face of the excavation and bear against the uprights, or sheets; and
Cross braces, which are horizontal support members placed perpendicular to the sides of the excavation and bear against either the uprights or the wales.
Bring in pictures of shoring systems that have been used by your company at different jobsites.

20. Shielding Withstands forces of a cave-in and protects employees within
Permanent or portable
Trench boxes
Slide Show Notes
Shielding is another form of trench protection.
Shielding withstands the forces of a cave-in. However, shielding is not designed to prevent a cave-in, but rather to protect workers from a cave-in.
Shielding can be permanent structures, or they can be portable structures that are moved along as trenching work progresses.
Trench boxes are a type of portable shielding that can either be purchased premanufactured or built on-site in accordance with OSHA standards.
Show pictures of trench boxes used by your company.

21. Shielding—Trench Boxes
Often designed to stack
Not for height extension
Used with sloping and benching
No one permitted inside when moving
Slide Show Notes
Shielding with trench boxes requires you to observe certain safety rules.
Trench boxes are often designed to be stacked, which allows for additional height protection. Always stack trench boxes in accordance with the manufacturer’s instructions.
Sheeting should not be used for height extension on a trench box. If a cave-in were to occur, the additional weight against the extended sheeting could cause the trench box to collapse.
Trench boxes can be used in conjunction with sloping and benching for deep trenches. In these cases, start the slope at least 18 inches below the top of the trench box, and create the slope in accordance with the soil type.
Finally, no one should be allowed inside or underneath the trench box when it is being raised or lowered.
Discuss the capabilities of the specific trench boxes used by your company. Go over any safety issues or other concerns addressed by the manufacturer of your trench boxes.
Describe the proper procedure for raising, lowering, installing, or working inside trench boxes.

22. What’s Wrong Here? Identify the hazards
Identify missing protective systems and measures
Osha.gov
Slide Show Notes
What’s wrong with this picture? Look at the photograph on this slide and see if you can identify the hazards and the missing protective systems and protective measures.
The main potential hazard, of course, is a cave-in from falling soil or rock that could cause entrapment, burial, or suffocation.
The missing protective systems and measures include no sloping or benching, shoring, or shielding. In addition, there is no proper means of entry or exit to or from this trench.

23. Trench Protective Systems
Do you understand trenching hazards?
The types of soil?
The types of protective systems?
Slide Show Notes
Do you understand trench protective systems? Do you understand the hazards of trenching?
Do you understand the various soil types that you need to recognize?
Do you understand the types of protective systems needed for trenching?
It is time to ask yourself if you understand the material presented.
It is important for your safety and the safety of others that you understand trench protective systems.
Conduct an exercise that tests the trainees’ knowledge and application of a trench protective system.

24. Hazardous Atmospheres
At excavations near sewers, landfills, and other potentially hazardous atmospheres:
Test atmosphere when deeper than 4 feet
Ventilate or use appropriate PPE
Maintain rescue and emergency equipment on-site
Slide Show Notes
Now we’ll discuss some other hazards at excavation sites.
Hazardous atmospheres is one of these, when trenching near sewers, landfills, or piping systems used for gas or other fuel. In these situations:
Test the atmosphere if the excavation is deeper than 4 feet, before any workers are allowed to enter the excavation. Continue to test throughout the job to make sure the atmosphere remains safe. In particular, test for reductions in oxygen levels, but also be on the lookout for explosive or flammable gases, and toxic gases such as hydrogen sulfide.
Ventilation is the primary mitigation for a hazardous atmosphere, or personal protective equipment such as a respirator may be needed.
Keep rescue and emergency equipment on-site, such as a breathing apparatus, a safety harness and retrieval line, or a basket stretcher, in case workers are overexposed to a hazardous atmosphere.
Describe your company’s procedures for checking for hazardous atmospheres in a trench.

25. Falling Soil or Equipment
Loose rock/soil that may fall from an excavation face
Use scaling to remove loose soil
Use shoring or shields
Falling material or equipment
Keep material/equipment 2 feet from edge
Use retaining devices
Slide Show Notes
Workers in a trench must be protected from falling soil and equipment.
To protect against loose rock or soil that might fall from the face of an excavation:
Use scaling to remove loose materials before it can fall down; or
Use shoring or shielding devices to prevent loose soil from affecting workers.
To protect against falling material or equipment:
Keep excavated rocks and soil at least 2 feet from the edge of the excavation. Tools and equipment, such as pumps, must also be kept at least 2 feet from the edge; and
Use retaining devices designed to keep materials from falling into the excavation.

26. Adjacent Structures
Excavations might endanger stability of buildings, walls, other structures
Sidewalks and pavements must not be undermined unless supported to prevent collapse onto excavation workers
Use shoring, bracing, or underpinning to ensure stability of nearby structures
Slide Show Notes
Trenching and other excavations must consider the possible effects on adjacent structures.
Excavations could endanger the stability of nearby buildings, walls, and other structures. You may require a professional engineer to determine if a nearby structure is stable or if it needs to be shored up or otherwise protected.
Sidewalks and pavements must not be undermined by excavating unless they are supported to prevent them from collapsing onto excavation workers.
Use shoring, bracing, or underpinning to stabilize nearby structures or to prevent a structure that hangs out over the excavation, such as a sidewalk, from collapsing.
Describe your company’s policy regarding excavations near structures or underneath pavement.

27. Water Accumulation Drowning hazard Take precautions
Use special shoring or shielding system
Use a water removal system
Use a safety harness and lifeline
Image Credit: OSHA
Slide Show Notes
Water accumulation in a trench can be very dangerous. Water seepage into a trench means the soil is very unstable.
The risk of drowning is serious under these conditions; workers have been known to drown in a trench.
Take special precautions when working in an excavation with accumulating water. Such precautions include:
Use a special shoring or shielding system.
Use a water removal system such as a pump. With a pump, a competent person must monitor the conditions to make sure it is operating properly.
Finally, workers should use a safety harness and a lifeline if water continues to be a problem. The lifeline should be continuously monitored by someone outside the excavation.
Describe your company’s procedures and policies for working in excavations that contain water or into which water is seeping.

28. Entry and Exit Trenches 4 feet deep or more must have:
Entry and exit within 25 feet of worker
Entries and exits include:
Ladders
Stairways
Sloped ramps
Slide Show Notes
Proper entry into and exit from trenches are important safety considerations for preventing accidents. Trenches that are 4 feet deep or more must have:
A means of entry and exit within 25 feet of every worker; and
Proper means of entry and exit, which include:
Ladders;
Stairways; and
Sloped ramps.

29. Other Trenching Issues
Stand away from lifting/ digging equipment
Use warning systems or barricades
Use hard hats
Slide Show Notes
There are a number of other trenching issues relating to safety. These include:
Marking all underground utilities near the trench before beginning any excavations. Make sure workers use caution when digging near the mark, since it may not be precisely accurate.
Standing away from lifting or digging equipment while this equipment is in operation, to make sure the equipment or the material it is moving does not strike them.
Using warning systems, such as lights or alarms, or barricades if vehicles will be approaching or working near the excavation.
Using hard hats at all times in excavations to protect against falling soil, rocks, tools, and debris.

30. Other Trenching Issues (cont.)
Mark all underground utilities using the Uniform Color Code
Use fall protection systems
No work above other workers
Monitor excavation work
Slide Show Notes
Other important trenching issues related to safety include:
Using fall protection systems to prevent people from falling into excavations. These systems may include guardrails, barricades, or covers over the excavation.
Not allowing work above other workers unless there is some form of protection from such hazards as falling rock or tools.
Finally, monitoring of the excavation work, which should be performed by a competent and knowledgeable person who is familiar with trenching hazards. The monitor should be outside the trench, observing workers and conditions. The monitor should have the authority to stop work and tell workers to exit the trench immediately if he or she notices any signs of a possible cave-in.

31. Trench Inspections
Inspect before work starts, throughout shift, and after rainstorm
Inspect for:
Evidence of possible cave-ins
Indications of failure of protective systems
Potential hazardous atmosphere
Remove workers if a hazardous condition exists
Slide Show Notes
Trench inspections are to be conducted by a competent person.
Inspect the trench before work starts, throughout the shift, and after rainstorms or any other events that might have affected the stability of the excavation.
Inspect the excavation for all hazardous conditions, including:
Evidence of possible cave-ins;
Indications of failure of protective systems—shoring, sloping, or shielding; and
Potentially hazardous atmospheres.
Remove workers from the excavation if a hazardous condition exists, and keep them out until the condition is corrected or necessary precautions are taken.
Describe your company’s policy regarding inspections. Discuss who is authorized to conduct the inspections, how often an inspection must be conducted, and how the inspection is documented.
Modify this slide to describe your company’s inspection procedures.

32. Trench Inspections OSHA Regulations Snap-Shot
as of November 2006:
(k) Inspections.
(1) Daily inspections of excavation, the adjacent areas, and protective systems shall be made by a competent person for evidence of a situation that could result in possible cave-ins, indications of failure of protective systems, hazardous atmospheres, or other hazardous conditions. An inspection shall be conducted by the competent person prior to the start of work and as needed throughout the shift. Inspections shall also be made after every rainstorm or other hazard increasing occurrence. These inspections are only required when employee exposure can be reasonably anticipated.
(2) Where the competent person finds evidence of a situation that could result in a possible cave-in, indications of failure of protective systems, hazardous atmospheres, or other hazardous conditions, exposed employees shall be removed from the hazardous area until the necessary precautions have been taken to ensure their safety.
Slide Show Notes
Trench inspections are to be conducted by a competent person.
Inspect the trench before work starts, throughout the shift, and after rainstorms or any other events that might have affected the stability of the excavation.
Inspect the excavation for all hazardous conditions, including:
Evidence of possible cave-ins;
Indications of failure of protective systems—shoring, sloping, or shielding; and
Potentially hazardous atmospheres.
Remove workers from the excavation if a hazardous condition exists, and keep them out until the condition is corrected or necessary precautions are taken.
Describe your company’s policy regarding inspections. Discuss who is authorized to conduct the inspections, how often an inspection must be conducted, and how the inspection is documented.
Modify this slide to describe your company’s inspection procedures.

33. Key Points to Remember
Be aware of all the hazards associated with working around trenches
Cave-ins occur suddenly and can entrap, bury, or injure
Always use protection systems
Regular inspections can help keep everyone safe
Slide Show Notes
The key points to remember about this training session on trenching include the following:
First, be aware of all the hazards associated with working around trenches.
Next, recognize that cave-ins can occur suddenly and can entrap, bury, and injure workers; therefore, taking the right safety precautions is extremely important.
Finally, make sure you always use the right protection systems for the conditions at the trench or other excavation.
This concludes the training session on Trenching.