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Exam (elaborations)

CA Wastewater Grade 3 Sample Questions Exam Questions Answers Test Bank PDF 2025/ 2026

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CA Wastewater Grade 3 Sample Questions Exam Questions Answers Test Bank PDF 2025/ 2026

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CA Wastewater Grade 3 sample questions & Answers

Fluffy white foam indicates low aerator T
solids concentration, while leathery
brown foam indicates high solids
concentration.

When an anaerobic digester is F
becoming upset, the first sign will be
increased alkalinity and decreased
volatile acid concentration

Surface aerator oxygen transfer F
efficiency increases as submergence
decreases and the oxygen transfer
efficiency increases

When chlorine is used before F
disinfection for odor control it is not
necessary to satisfy a chlorine demand.

Biological secondary treatment T
processes should remove at least 85%
of the influent BOD

, CA Wastewater Grade 3 sample questions & Answers
Short detention times are normal for F
package plants

An activated sludge plant with an MCRT T
of over 10-days is normally
considered an extended aeration plant.

Wasting of activated sludge on a T
continuos basis is the preferred
method.

SVI is used as an indicator for clarifier T
stability.

The standard BOD test measures the F
amount of dissolved oxygen
consumed by bacteria as they utilize
waste for food during a 8 day period
at 15 degrees Celsius.

When operating an aerobic digester be F
sure to keep the feed sludge
volatile solid concentration high or else
the percent reduction will decrease

, CA Wastewater Grade 3 sample questions & Answers
Any sample can be "fixed" for later F
testing.

The nice thing about anaerobic process F
is the operator can smoke
since no oxygen is present for a fire to
start.

Dissolved oxygen in an aeration tank T
should be at a minimum of 1 ppm
for biological nitrification

Nitrification is the process where by F
ammonia is converted to nitrogen
gas.

In order for nitrification to occur you F
must have an anaerobic process

Chlorine is lighter than air and will F
collect on the ceiling if a leak occurs.

A complete-mix activated sludge basin T
is normally square allowing
complete MLSS mixing.

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