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CWEA COLLECTIONS GRADE 2 PRACTICE TEST QUESTIONS AND ANSWERS 2026

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CWEA COLLECTIONS GRADE 2 PRACTICE TEST QUESTIONS AND ANSWERS 2026

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CWEA COLLECTIONS GRADE 2
PRACTICE TEST QUESTIONS AND
ANSWERS 2026



Flatter sewer line grades may cause added sewer maintenance expense and odor

nuisance. The problem is most likely caused by: - correct-answer - A decrease in

velocity allowing organic and inorganic solids to settle out




Infiltration from a high water table can be one source of excessive clear water in a

collection system, true or false? - correct-answer - True




What is the first thing to consider when selecting a solution to clear a stoppage in

a sewer? - correct-answer - Cause of stoppage

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The interior of 300 feet of 12-inch pipe is uniformly coated with one inch of

grease. How many gallons will this pipe hold when filled with water? - correct-

answer - 12 inches (diameter of pipe) - 2 inches (grease on pipe) = 10 inches

Convert inches to feet:

10 inches x (1 foot / 12 inches) = 0.833 feet

Volume of a right regular cylinder:

V = 0.785 x Diameter x Diameter x Length of Pipe

V = 0.785 x 0.833 ft x 0.833 ft x 300 ft

V = 163.41 cubic feet

Convert to Gallons:

163.41 cu ft x (7.48 gal / 1 cu ft) = 1223.31 gal




Infiltration can be caused by cracked pipes, true or false? - correct-answer - True




The main reason for adding sodium hypochlorite to sewers is to control: -

correct-answer - Odor

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Roots can enter collection systems through pipe cracks, true or false? - correct-

answer - True




The lowest point on the inside of a pipeline is called the: - correct-answer -

Invert




How often must an excavation site and adjacent areas be inspected for hazardous

conditions? - correct-answer - Daily




Working in an un-sloped trench with no shoring is one option of Protective

Shoring Systems, true or false? - correct-answer - False. Some options are proper

stopping or benching of the sides of the excavation, supporting the sides of a

trench with shoring, and using a shield in the excavation area.

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