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FLORIDA WASTEWATER OPERATOR CLASS B CERTIFICATION NEWEST TEST EXAM 2026/2027 ALL STUDY QUESTIONS WITH CORRECT VERIFIED SOLUTIONS GUARANTEED PASS | ASSURED A+

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What condition of a surface water, river or stream will allow more DO saturation? - Answer Cold water temperature Solids are washing out of the secondary clarifier of the activated sludge plant. Plant personnel increase the RAS flow rate, which slows the problem temporarily but then it worsens after 30 minutes. The floating cover of the anaerobic digester is tilting but there is little to no foam around the edges and the guides and rollers are moving freely. What is the best method to correct the problem? - Answer Adjust the counter weights around cover until it is level The effluent of the activated sludge plant is high in CBOD and ammonia. Microscopic exam shows a high amount of organism activity. What is the best method to correct the filter problem? - Answer Run jar tests to determine best Polymer dosage According to chapter 62-600.440(5) FAC regarding high level disinfection: any one sample shall not exceed how many fecal coliform values over a 30 day period? - Answer 25 fecal coliform values per 100ml sample In the luxury uptake method of phosphorus removal organisms release phosphorus during which phase of treatment? - Answer Anaerobic phase Plant effluent coliform count fails to meet required standards for disinfection. chlorine residual is normal. Disinfection supplies are not a problem. An advantage of a continuous backwash, up flow, deep bed sand filters is? - Answer Filters do not need to be taken out of service for backwashing The aeration tank dissolved oxygen has been running normal, 1.5 to 2.0 mg/L the whole month. Today's D.O. reading has spiked to nearly 6.0 mg/L in the aeration tank and the clarifier and plant effluent or cloudy.

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FLORIDA WASTEWATER CLASS C
PRACTICE TEST EXAM NEWEST 2026
ALL STUDY QUESTIONS WITH
VERIFIED SOLUTIONS 100%
GUARANTEED PASS | RATED A+

,FLORIDA WASTEWATER CLASS C PRACTICE TEST EXAM
NEWEST 2026 ALL STUDY QUESTIONS WITH VERIFIED
SOLUTIONS 100% GUARANTEED PASS | RATED A+
Dark brown, almost gray/black sudsy foam on the aeration tank surface. Mixed liquor color is
very dark brown, to almost black. There is the detection of a septic or sour odor in the area of the
aeration tank. What is the BEST method to correct the problem?



A. Decrease the RAS rate to decrease the clarifier detention time

B. Increase the WAS rate to wash the septic sludge from the system

C. Increase the air SCFM to maintain proper DO

D. Decrease the air SCM to conserve energy - Answer>>> C

How many cubic feet of screenings will be removed in a 30-day month by the manually cleaned
bar screen if six 5-gallon buckets of screenings are removed per day?



A. 4.0 cubic feet per month

B. 3.9 cubic yards per month

C. 120 cubic feet per month

D. 120 cubic yards per month - Answer>>> C

Dark brown, almost gray/black sudsy foam on the aeration tank surface. Mixed liquor color is
very dark brown, to almost black. There is the detection of a septic or sour odor in the area of the
aeration tank. What is the MOST likely cause?



a. Aerobic conditions are occurring in the aeration tank

b. Septic conditions have occurred in the clarifiers

, c. Anaerobic conditions are occurring in the aeration tank

d. Anoxic conditions are occurring in the pre-denitrification zone - Answer>>> C

In a lab, a dilute acid solution must be prepared for titration in the alkalinity test. The proper
procedure for making the weak acid is to:



A. Add the water slowly to the concentrated acid to begin dilution

B. Add the water quickly to the acid to begin dilution

C. Add the acid directly to the sample without dilution

D. Add the acid slowly to the dilution water - Answer>>> D

In an activated sludge plant, if the DO in the aeration tank suddenly decreases and the aerators
are not the problem, what is the MOST PROBABLE cause?



a. F/M Ratio decreased

b. Increase organic load into tank

c. Denitrification occurring

d. MCRT too long - Answer>>> B

Odor complaints are increasing at the WWTP. The operator finds most odors seem to be coming
from the primary clarifiers where bubbles and chunks of solids are found on the tank surface.
What should be done to correct the problem?



A. Cover the secondary clarifiers

B. Increase the pretreatment chlorine dosage

C. Increase the sludge withdrawal from the primary clarifiers

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