TEXAS WASTEWATER CLASS A EXAM - VERSION A & B
COMPLETE STUDY GUIDE.
About This Guide
This study guide contains 190+ verified questions and answers for the Texas Commission on
Environmental Quality (TCEQ) Class A Wastewater Operator Certification Exam. This represents
the highest level of wastewater operator licensing in Texas, qualifying operators to manage and
supervise large, complex wastewater treatment facilities. All answers are based on TCEQ
regulations, standard wastewater treatment principles, and current 2025/2026 examination
requirements.
The exam has a 6-hour time limit and requires pre-approval from TCEQ before testing.
Candidates must have significant experience, including at least one-half of total experience in
actual domestic wastewater treatment facility operation or maintenance duties.
SECTION A: BOD & LABORATORY TESTING (Questions 1-20)
Question 1: Seeding of BOD samples is necessary when samples __________.
A. have a chlorine residual
B. have previously been chlorinated
C. have been subjected to high temperatures
D. contain high or low pH industrial wastes
E. All of the above
Answer: E. All of the above
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Rationale: BOD (Biochemical Oxygen Demand) seeding is required when samples contain
substances that could inhibit or kill the microorganisms needed for proper BOD testing. Chlorine
residual, prior chlorination (which requires dechlorination), extreme temperatures, and non-
neutral pH conditions all interfere with biological activity in the BOD test, necessitating the
addition of seed microorganisms.
Question 2: What are the standard parameters of the BOD test?
A. 3 days at 25°C
B. 5 days at 20°C
C. 7 days at 25°C
D. 10 days at 20°C
Answer: B. 5 days at 20°C
Rationale: The standard BOD test measures the amount of oxygen consumed by
microorganisms over a 5-day incubation period at 20°C (68°F). This standardized condition
allows for consistent comparison of results across different laboratories and facilities.
Question 3: How often should pH meters be calibrated?
A. Weekly
B. Monthly
C. Daily
D. Annually
Answer: C. Daily
Rationale: pH meters should be calibrated daily to ensure accurate readings. In Texas, pH
meters are required to be calibrated using at least two buffer solutions to verify accuracy across
the measurement range.
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Question 4: In Texas, pH meters are required to be calibrated on how many buffers?
A. One
B. Two
C. Three
D. Four
Answer: B. Two
Rationale: Texas regulations require pH meter calibration using two buffer solutions, typically
pH 7.0 and either pH 4.0 or pH 10.0, depending on the expected sample range. This ensures
accuracy across the measurement spectrum.
Question 5: What is the standard pH range on Texas effluent discharge permits?
A. 5.0 to 8.0
B. 6.0 to 9.0
C. 6.5 to 8.5
D. 7.0 to 8.0
Answer: B. 6.0 to 9.0
Rationale: Texas effluent discharge permits typically require a pH range of 6.0 to 9.0 to ensure
discharged water is neither too acidic nor too alkaline, protecting aquatic life in receiving waters.
Question 6: What is the definition of pH?
A. The logarithm of the hydrogen ion concentration
B. The logarithm of the reciprocal of the hydrogen ion concentration
C. The negative logarithm of the hydrogen ion concentration
D. Both B and C
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Answer: D. Both B and C
Rationale: pH is mathematically defined as the negative logarithm of the hydrogen ion
concentration (pH = -log[H+]), which is equivalent to the logarithm of the reciprocal of the
hydrogen ion concentration. This scale runs from 0 (acidic) to 14 (alkaline), with 7 being neutral.
Question 7: What substance will interfere with a DPD chlorine test?
A. Iron
B. Manganese
C. Copper
D. Zinc
Answer: B. Manganese
Rationale: Manganese interferes with the DPD (N,N-diethyl-p-phenylenediamine) colorimetric
test for chlorine, causing false positive readings. High levels of manganese can make it appear
that chlorine residual is present when it is not.
Question 8: An industrial complex has a BOD discharge to the POTW of 500 pounds per day.
The population equivalent of this industry is __________.
A. 1,500
B. 2,000
C. 2,941
D. 3,500
Answer: C. 2,941
Rationale: Population equivalent is calculated by dividing the BOD load (500 lbs/day) by the
average BOD contribution per person (0.17 lbs BOD/person/day): 500 ÷ 0.17 = 2,941 people.