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Nevada Wastewater Treatment Plant Operator Grade II Exam COMPLETE QUESTIONS AND DETAILED SOLUTIONS LATEST UPDATE THIS YEAR-JUST RELEASED.pdf

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Tap on AVAILABLE IN BUNDLE / PACKAGE DEAL to unlock free bonus exams — save more while getting everything you need! You’ll be glad you did! The Nevada Wastewater Treatment Plant Operator Grade II Exam – COMPLETE QUESTIONS AND DETAILED SOLUTIONS LATEST UPDATE THIS YEAR – JUST RELEASED delivers a fully updated and comprehensive study resource designed to help candidates confidently prepare for the Nevada Grade II Wastewater Treatment Operator certification. This in-depth exam guide covers all essential topics typically assessed in the Grade II wastewater operator exam, including wastewater treatment principles, plant operations, and biological and physical treatment processes. It provides detailed coverage of activated sludge systems, clarifier performance, sludge digestion, aeration processes, and effluent quality control used in municipal and industrial wastewater treatment facilities. The material also emphasizes operational troubleshooting, including process control adjustments, equipment monitoring, and optimization of treatment performance. Candidates will gain a strong understanding of laboratory testing procedures such as BOD, COD, TSS, dissolved oxygen (DO), pH, and solids analysis, along with interpretation of results for process decision-making. Additional focus is placed on safety standards, environmental regulations, and compliance with Nevada state and EPA wastewater discharge requirements. The guide also covers operator responsibilities, reporting protocols, and documentation practices required for plant compliance and operational accountability. The content further explores essential mathematical calculations used in wastewater operations, including flow measurements, detention time, loading rates, pump calculations, and chemical dosing required for effective plant management. The complete question set mirrors current exam formats and includes scenario-based, multiple-choice, and practical application questions that simulate real exam conditions. Each question is paired with verified correct answers and detailed solutions to reinforce understanding, improve accuracy, and build exam confidence. Ideal for wastewater operators, plant technicians, environmental professionals, and candidates pursuing Nevada Grade II certification, this resource provides comprehensive review, targeted practice, and the confidence needed to successfully pass the exam and operate wastewater treatment systems efficiently in professional environments.

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Page 1 of 121



Nevada Wastewater Treatment Plant Operator Grade II Exam
COMPLETE QUESTIONS AND DETAILED SOLUTIONS LATEST
UPDATE THIS YEAR-JUST RELEASED
SUMMARIZED EXAM COVERAGE


Nevada Grade II wastewater exams cover regulations, NPDES permits, reporting, and operator


responsibilities. Major focus is on math conversions, flow calculations, and the pounds formula. You


must understand lab tests such as BOD, TSS, DO, pH, ammonia, and chlorine residual. Treatment topics


include preliminary and primary treatment, activated sludge process control (MLSS, RAS, WAS, sludge


age, SVI, bulking/foaming), trickling filters/RBCs, clarifiers, disinfection (chlorine/UV/dechlorination),


and sludge thickening/digestion/dewatering. Equipment knowledge includes pumps, blowers, motors,


calibration, and troubleshooting. Safety is heavily tested, especially confined space, H2S, chlorine,


lockout/tagout, and emergency spill response.


1.


An operator measures influent flow at 2.5 MGD and influent BOD at 180 mg/L. What is the approximate


BOD load in pounds per day?


A. 375 lbs/day


B. 1,875 lbs/day


C. 3,753 lbs/day


D. 7,506 lbs/day

, Page 2 of 121


Answer: C


Rationale: lbs/day = MGD × mg/L × 8.34 = 2.5 × 180 × 8.34 ≈ 3,753 lbs/day.




2.


A secondary clarifier begins showing cloudy effluent and rising sludge blanket depth. Which immediate


operational adjustment is most appropriate?


A. Stop wasting sludge completely for three days


B. Increase RAS rate to return solids to aeration basin


C. Reduce influent flow by closing plant headworks


D. Add chlorine directly into the secondary clarifier


Answer: B


Rationale: Increasing RAS helps control blanket depth and reduces solids carryover in the effluent.




3.


An operator detects a strong rotten egg odor near a wet well, and the gas monitor alarms. Which gas is


most likely present?


A. Oxygen


B. Hydrogen sulfide

, Page 3 of 121


C. Nitrogen


D. Carbon dioxide


Answer: B


Rationale: Hydrogen sulfide has a rotten egg smell and is common in anaerobic wastewater


environments.




4.


A plant’s effluent chlorine residual remains low even after increasing chlorine feed. What is the most


likely cause?


A. High chlorine demand from organic matter or ammonia


B. Too much dissolved oxygen in the contact chamber


C. Low turbidity in the effluent


D. Excessive MLSS in the aeration tank


Answer: A


Rationale: High ammonia or organics increase chlorine demand, reducing measurable residual.




5.

, Page 4 of 121


A pump begins making a loud gravel-like sound and loses discharge pressure. Which condition is most


likely occurring?


A. Cavitation due to low suction head or clogged intake


B. Electrical short circuit inside the motor


C. Excessive sludge age in aeration basin


D. Too much chlorine in the wet well


Answer: A


Rationale: Cavitation creates noise and reduces pump efficiency, often caused by suction problems.




6.


A sample bottle for BOD testing is left unpreserved in a warm room for eight hours before testing. What


is the biggest problem?


A. BOD result will likely be falsely low due to oxygen gain


B. BOD result will likely be inaccurate because bacteria continue consuming oxygen


C. pH will always increase above 10.0


D. Chlorine residual will become artificially high


Answer: B


Rationale: Microbial activity continues after collection, altering oxygen demand and compromising test


accuracy.

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