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Michigan Wastewater Treatment Operator Level II Exam Practice Test Questions and Correct Answers (Verified Answers) Plus Rationales 2026 Q&A

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This comprehensive practice exam resource is designed for candidates preparing for the Michigan Wastewater Treatment Operator Level II Certification Examination. The Michigan Department of Environment, Great Lakes, and Energy (EGLE) certifies municipal wastewater treatment plant operators under Part 41 of the Natural Resources and Environmental Protection Act (NREPA), P.A. 451, as amended . Exams are offered twice per year, typically in May and November , and a passing score of 70% or higher is required to obtain certification . This document contains 100+ exam-style, multiple-choice questions that closely mirror the format and rigor of the actual EGLE certification exam. The content has been updated for the 2025/2026 testing cycle to reflect the latest standards, with verified correct answers and detailed rationales. Key topics covered include: Activated Sludge Process — MLSS, F/M ratio, SRT (MCRT), SVI, and DO control Biological Nutrient Removal — Nitrification (ammonia to nitrate) and denitrification (nitrate to nitrogen gas) BOD and Organic Loading — Measuring organic strength entering a plant Anaerobic Digestion — Volatile acids as indicators of digester upset, methane production Clarifiers and Sedimentation — Weir flow distribution and sludge settling Disinfection — Chlorine and UV, chlorine leak detection with ammonia vapor Phosphorus Removal — Enhanced Biological Phosphorus Removal (EBPR) and chemical precipitation with alum Solids Handling — Sludge thickening, dewatering (belt filter press), polymer addition, progressive cavity pumps Preliminary Treatment — Grit chambers and bar screens Equipment and Safety — Venturi meters, thermophilic digestion (50–55°C), high pH reducing chlorine disinfecting power Sample Questions (from the exam): 1. What is the primary purpose of secondary treatment in a wastewater plant? A. Remove grit B. Disinfect pathogens C. Oxidize dissolved and colloidal organics D. Remove heavy metals Answer: C — Secondary treatment biologically oxidizes organic matter remaining after primary settling . 2. What does MLSS stand for? A. Mixed Liquor Suspended Solids B. Mixed Lime Sludge Solids C. Main Line Settling Solids D. Mixed Liquid Solids Sample Answer: A — MLSS measures solids concentration in aeration basins . 3. Nitrification converts: A. Ammonia to nitrate B. Nitrate to nitrogen gas C. Nitrogen gas to ammonia D. Nitrite to ammonia Answer: A — Autotrophic bacteria like Nitrosomonas and Nitrobacter oxidize ammonia to nitrate . 4. A chlorine leak is best detected with: A. pH paper B. Soap solution C. Ammonia vapor D. Sulfuric acid Answer: C — Ammonia vapor produces white clouds when reacting with chlorine gas . This resource is ideal for wastewater operators, environmental students, water management professionals, and instructors preparing for Michigan EGLE certification exams for Class D, C, B, A, L1, and L2 classifications

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Michigan Wastewater Treatment Operator
Level II Exam Practice Test Questions And
Correct Answers (Verified Answers) Plus
Rationales 2026 Q&A | Instant Download Pdf

1. What is the primary purpose of secondary treatment in a
wastewater plant?
A. Remove grit
B. Disinfect pathogens
C. Oxidize dissolved and colloidal organics
D. Remove heavy metals
Answer: C
Secondary treatment biologically oxidizes organic matter remaining
after primary settling.
2. Which parameter is most commonly used to measure organic
strength entering a plant?
A. TSS
B. Alkalinity
C. pH
D. BOD
Answer: D
BOD indicates oxygen-demanding organic load.
3. The typical DO concentration maintained in an aeration tank is:

,A. 0.5 mg/L
B. 1.0 mg/L
C. 2.0 mg/L
D. 10 mg/L
Answer: C
Most activated sludge systems maintain around 2 mg/L DO for stable
treatment.
4. What does MLSS stand for?
A. Mixed Liquor Suspended Solids
B. Mixed Lime Sludge Solids
C. Main Line Settling Solids
D. Mixed Liquid Solids Sample
Answer: A
MLSS measures solids concentration in aeration basins.
5. Nitrification converts:
A. Ammonia to nitrate
B. Nitrate to nitrogen gas
C. Nitrogen gas to ammonia
D. Nitrite to ammonia
Answer: A
Autotrophic bacteria like Nitrosomonas and Nitrobacter oxidize
ammonia to nitrate.
6. A low F/M ratio generally results in:
A. Sludge bulking
B. Over-aeration
C. Long sludge age

,D. Ammonia breakthrough
Answer: C
Low food relative to microorganisms results in older, more endogenous
biomass.
7. What is the primary cause of filamentous bulking?
A. High DO
B. Low SRT
C. Low F/M
D. Excess chlorine
Answer: C
Filamentous organisms thrive in low nutrient (low F/M) conditions.
8. What is the main purpose of primary clarification?
A. Remove dissolved organics
B. Reduce suspended solids
C. Add DO
D. Remove nitrogen
Answer: B
Primary clarifiers remove settleable and floatable solids before
biological treatment.
9. A chlorine residual of 0.5 mg/L after 30 minutes contact is typically:
A. Free chlorine
B. Total chlorine
C. Combined chlorine
D. Breakpoint chlorine
Answer: A
Free chlorine residual is commonly maintained after proper disinfection.

, 10. Sludge age in activated sludge systems is also known as:
A. F/M ratio
B. MCRT
C. RAS
D. MLSS
Answer: B
MCRT and sludge age both describe solids retention time.


11. Which process removes phosphorus biologically?
A. Conventional activated sludge
B. Trickling filters
C. EBPR
D. Imhoff tanks
Answer: C
Enhanced Biological Phosphorus Removal uses PAOs to remove
phosphorus.
12. Alum addition for chemical phosphorus removal works by:
A. Oxidation
B. Adsorption and precipitation
C. Filtration
D. Disinfection
Answer: B
Aluminum salts precipitate phosphorus for removal.
13. A common indicator of anaerobic digester upset is:

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