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Ontario On-Site Sewage Systems Technical Examination 2026 | 100+ Practice Questions with Answers & Detailed Rationales

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Prepare for the Ontario On-Site Sewage Systems Technical Examination 2026 with a comprehensive original practice examination featuring 100+ exam-style questions, answers, and detailed rationales. This study resource reviews onsite sewage systems, septic tanks, treatment and dispersal systems, soil and site evaluation, system sizing, wastewater flow, distribution methods, pumps and controls, installation practices, inspection, maintenance, troubleshooting, environmental protection, safety, and Ontario regulatory concepts. Designed for septic professionals and technical examination candidates, the guide emphasizes practical application, technical decision-making, compliance, and safe onsite sewage-system practices.

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ONTARIO ON-SITE SEWAGE SYSTEMS
TECHNICAL EXAMINATION
Practice Examination — 100+ Questions
with ANSWERrs & Rationales 2026



EXAMINATION INSTRUCTIONS



This practice examination is designed to reflect the content and difficulty of the Ontario On-Site Sewage
Systems Technical Examination administered under the Building Code Act, 1992 and the Ontario
Building Code (OBC), specifically Part 8 — Sewage Systems.



Total Questions: 100+ (Multiple Choice, True/False, and Calculation)



Time Allowed: 3 hours (simulated)



Passing Grade: 70%



Permitted Materials: OBC Part 8 reference (for calculation questions)



SECTION A: DEFINITIONS & CLASSIFICATION (Questions 1–15)

1. Under the Ontario Building Code, what is the maximum daily design flow for sewage systems covered
under Part 8?



A) 5,000 litres per day

,B) 10,000 litres per day



C) 15,000 litres per day



D) 20,000 litres per day



ANSWERr: B — Part 8 of the OBC applies to on-site sewage systems with a design capacity of 10,000
litres per day or less.



2. Which Class of sewage system consists of a septic tank followed by a leaching bed?



A) Class 1



B) Class 2



C) Class 3



D) Class 4



ANSWERr: D — A Class 4 sewage system is the most common type, consisting of a treatment unit (septic
tank) connected to a leaching bed constructed in accordance with OBC requirements.



3. A Class 2 sewage system is designed to receive only:



A) Blackwater only



B) Greywater only

,C) Combined blackwater and greywater



D) Industrial wastewater



ANSWERr: B — A Class 2 sewage system is designed only for the treatment and disposal of greywater.



4. What is the maximum daily design flow for a Class 2 sewage system?



A) 500 L/day



B) 1,000 L/day



C) 2,000 L/day



D) 5,000 L/day



ANSWERr: B — A Class 2 sewage system shall not be constructed where the daily design greywater flow
exceeds 1,000 L/day.



5. A Class 3 sewage system refers to:



A) A portable privy



B) A greywater system



C) A cesspool



D) A holding tank

, ANSWERr: C — A Class 3 sewage system is a cesspool.



6. Which of the following is NOT a class of sewage system under the Ontario Building Code?



A) Class 1



B) Class 2



C) Class 5



D) Class 6



ANSWERr: D — The OBC classifies sewage systems as Class 1 through Class 5. There is no Class 6.



7. What is the primary purpose of an on-site sewage system?



A) To store wastewater for later disposal



B) To treat and dispose of domestic wastewater safely



C) To filter drinking water



D) To collect stormwater runoff



ANSWERr: B — The primary function of a septic system is to safely treat and dispose of domestic
wastewater on-site, preventing contamination of groundwater and surface water.



8. What is the minimum vertical separation distance required between the bottom of a leaching bed and
the seasonal high water table?

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