Excavating Practice Exam Questions With
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1. A contractor is excavating a trench that is 12 feet deep. According to OSHA standards
incorporated by NC OSH, what is the single most critical factor that determines the
required protective system?
A) The width of the trench at the bottom
B) The type of excavation equipment being used
C) The results of a competent person’s soil classification
D) The distance to the nearest property line
Correct Answer: C
Deep Explanation: OSHA 1926 Subpart P mandates that before any worker enters an
excavation 5 feet deep or more, a competent person must classify the soil type (e.g.,
Type A, B, or C). This classification directly dictates the allowable slope angles, shoring
spacing, or shielding requirements. Without correct soil classification, any protective
system is invalid.
2. In a trench that is 10 feet deep with Type B soil, what is the maximum allowable slope
angle for an unsupported excavation according to federal OSHA standards enforced in
NC?
A) 1:1 (45 degrees)
B) 3/4:1 (53 degrees)
C) 1.5:1 (34 degrees)
,D) 2:1 (63 degrees)
Correct Answer: A
Deep Explanation: For Type B soil, OSHA 1926.652(b) requires a maximum slope of 1:1
(horizontal to vertical). This means for every foot of depth, the trench wall must be cut
back one foot. Type A allows 3/4:1, Type C requires 1.5:1. Slope is measured from the
horizontal.
3. You discover water seeping into a 9-foot deep excavation in sandy clay loam. As the
competent person, you must immediately:
A) Install a pump and continue work if water is removed within 2 hours
B) Reclassify the soil as Type C and implement a protective system for Type C
C) Ignore the water if it’s less than 2 inches deep
D) Install a ladder and proceed with caution
Correct Answer: B
Deep Explanation: Water seepage automatically reduces soil stability. NC OSH follows
OSHA 1926 Subpart P App A, stating that water conditions require reclassification to
Type C soil (the least stable). Type C requires a 1.5:1 slope or engineered shoring.
Pumping alone does not remove the classification requirement.
4. A 14-foot deep trench is excavated in stable rock. What protective system is required
under NC OSH rules?
A) Benching at 3/4:1 slope
B) Shoring every 4 feet vertically
C) No protective system required for stable rock
D) Trench box with 12-inch clearance
Correct Answer: C
Deep Explanation: OSHA 1926.652(b)(2) exempts excavations made entirely in stable
rock from sloping or shoring requirements, provided the competent person verifies the
rock is stable and will not fracture. However, a ladder must still be provided for egress if
depth exceeds 4 feet.
,5. The NC Department of Transportation (NCDOT) grading permit requires a sediment
and erosion control plan. The primary legal document governing this in North Carolina
is the:
A) Clean Water Act Section 404 permit
B) NC Sedimentation Pollution Control Act (SPCA)
C) NC Mining Act of 1971
D) NC Stormwater Management Ordinance
Correct Answer: B
Deep Explanation: The NC Sedimentation Pollution Control Act (G.S. 113A-50 et seq.) is
the state law that requires erosion and sediment control plans for land-disturbing
activities of 1 acre or more. It is enforced by local delegated programs or NCDEQ. The
other options are federal or different state laws.
6. On a grading site, you install a silt fence. The maximum allowable slope length above
a silt fence in North Carolina for a moderate erosion potential soil is:
A) 50 feet
B) 100 feet
C) 150 feet
D) 200 feet
Correct Answer: B
Deep Explanation: According to the NC Erosion and Sediment Control Planning and
Design Manual, the maximum slope length above a silt fence is generally 100 feet to
prevent overtopping and failure. Longer slopes require additional terraces or alternative
controls due to increased runoff velocity.
7. A competent person has identified Type A soil in a trench. However, the trench is
located within 1.5 feet of a roadway that vibrates from heavy truck traffic. How does this
affect the soil classification?
A) No change; Type A remains if vibration is minimal
B) Reclassify as Type B due to vibration
C) Reclassify as Type C automatically
, D) Type A is allowed but must use a trench shield
Correct Answer: B
Deep Explanation: OSHA 1926 Subpart P App A requires reclassification to Type B
when Type A soil is subject to vibration from traffic, pile driving, or similar sources.
Vibration reduces soil cohesion. Reclassification triggers less steep slopes or different
shoring.
8. What is the maximum allowable spacing for ladders in a trench that is 100 feet long, 8
feet deep, according to NC OSH?
A) One ladder within 25 feet of every worker
B) Ladders spaced no more than 50 feet apart laterally
C) Ladders at each end only
D) No ladders required for trenches less than 10 feet deep
Correct Answer: A
Deep Explanation: OSHA 1926.652(c) requires that ladders, stairways, or ramps be
located so that no worker travels more than 25 feet laterally to reach an exit point from
the excavation. For a 100-foot trench, at least 2 ladders are needed (spaced ~33-50 ft
apart) to satisfy the 25-ft rule.
9. You are calculating the volume of earth to be excavated for a building pad. The site is
200 ft long, 150 ft wide, and cut depth is 3 ft. What is the bank cubic yards (BCY)
volume?
A) 90,000 BCY
B) 3,333 BCY
C) 10,000 BCY
D) 25,000 BCY
Correct Answer: B
Deep Explanation: Volume in cubic feet = length × width × depth = 200 × 150 × 3 =
90,000 cu ft. Convert to cubic yards: 90, = 3,333.33 BCY. Bank cubic yards refer
to earth in its natural, undisturbed state. This is the baseline for earthwork calculations.