System Operator Class III — Form C
Exam Questions and Correct
Answers with Detailed Rationales |
2026/2027 Edition | Exam Prep
Study Guide PDF
1. What is the primary purpose of a wastewater collection
system?
A. To treat wastewater before discharge
B. To transport wastewater from points of generation to a
treatment facility
C. To disinfect drinking water
D. To increase wastewater temperature
Answer: B. To transport wastewater from points of generation
to a treatment facility
Rationale: A wastewater collection system is designed primarily
to collect and convey domestic, commercial, and industrial
wastewater to a treatment facility. Components such as gravity
sewers, force mains, manholes, lift stations, and service laterals
work together to move wastewater safely and reliably. Treatment
and disinfection occur primarily at the wastewater treatment
facility rather than within the collection system.
,2. Which condition is most likely to cause excessive
infiltration into a sanitary sewer system?
A. Properly sealed manhole covers
B. Cracked sewer pipes below the groundwater table
C. Properly installed service connections
D. Increased wastewater conservation
Answer: B. Cracked sewer pipes below the groundwater table
Rationale: Infiltration is groundwater entering a sewer system
through defects such as cracked pipes, defective joints,
deteriorated manholes, or damaged service connections. When a
defect is below the groundwater table, hydrostatic pressure can
drive groundwater into the collection system. Excessive
infiltration increases hydraulic loading on downstream facilities
and can contribute to overflows during wet-weather conditions.
3. A collection system operator observes that wastewater is
flowing unusually slowly through a gravity sewer. Which
condition should be investigated first?
A. Excessive pipe slope
B. Possible blockage or excessive sediment accumulation
C. Excessive dissolved oxygen
D. High chlorine residual
Answer: B. Possible blockage or excessive sediment
accumulation
Rationale: Reduced flow in a gravity sewer can indicate a partial
obstruction, sediment deposition, root intrusion, grease
accumulation, or structural deterioration. Operators should
investigate the condition using appropriate inspection and
,maintenance procedures. Excessive sediment can reduce the
effective cross-sectional area of the pipe and increase the
likelihood of a complete blockage.
4. What is the primary hydraulic function of a manhole in a
gravity collection system?
A. To chemically disinfect wastewater
B. To provide access for inspection, maintenance, and changes in
sewer alignment or elevation
C. To increase wastewater pressure
D. To remove dissolved solids
Answer: B. To provide access for inspection, maintenance,
and changes in sewer alignment or elevation
Rationale: Manholes provide access to underground sewer
infrastructure. They are commonly located where there are
changes in alignment, grade, pipe size, or junctions between
sewer lines. Properly constructed manholes also facilitate
cleaning, inspection, flow monitoring, and maintenance activities.
5. Which situation represents inflow rather than infiltration?
A. Groundwater entering through a cracked sewer joint
B. Groundwater entering through porous pipe walls
C. Rainwater entering through a defective manhole cover
D. Groundwater entering through a damaged sewer pipe
Answer: C. Rainwater entering through a defective manhole
cover
, Rationale: Inflow is water that enters a sanitary sewer system
through direct connections or openings exposed to precipitation
or surface water. Examples include defective manhole covers,
roof drains, area drains, and improperly connected stormwater
piping. Infiltration, by contrast, generally refers to groundwater
entering through defects such as cracks, joints, and deteriorated
pipe walls.
6. Which measurement is most useful for evaluating the
velocity of wastewater flowing through a gravity sewer?
A. Pipe color
B. Flow rate and pipe geometry
C. Chlorine concentration only
D. Manhole cover thickness
Answer: B. Flow rate and pipe geometry
Rationale: Flow velocity is related to the quantity of wastewater
moving through a given cross-sectional area. Conceptually,
velocity can be calculated as V=Q/AV = Q/A, where V is velocity, Q
is flow rate, and A is the cross-sectional flow area. Operators use
hydraulic information to determine whether conditions may
promote sediment deposition or excessive erosion.
7. What is a major operational concern when wastewater
velocity is consistently too low in a gravity sewer?
A. Increased sediment deposition
B. Excessive pipe ventilation
C. Increased ultraviolet exposure
D. Increased water pressure