The Ontario Building Code | Sewage System Design Flows

8.2.1.3. Sewage System design Flows

(1) For residential occupancies, the total daily design sanitary sewage flow shall be at least the value in Column 2 as determined from Table 8.2.1.3.A.

(2) For all other occupancies, the total daily design sanitary sewage flow shall be at least the value in Column 2 as determined from Table 8.2.1.3.B.

(3) Where a building contains more than one establishment, the total daily design sanitary sewage flow shall be the sum of the total daily design sanitary sewageflow for each establishment.

(4) Where an occupancy is not listed in Table 8.2.1.3.B., the highest of metered flow data from at least 3 similar establishments shall be acceptable for determining the total daily design sanitary sewage flow.

Table 8.2.1.3.A.
residential Occupancy

Forming Part of Sentence 8.2.1.3.(1)

Item

Column 1

residential Occupancy

Column 2

Volume, litres

1.

Apartments, Condominiums, Other Multi-family Dwellings - per person(1)

275

2.

Boarding houses

a) Per person,

i) with meals and laundry facilities, or,

200

ii) without meal or laundry facilities, and

150

b) Per non-resident staff per 8 hour shift

40

3.

Boarding School - per person

300

4.

Dwellings

a) 1 bedroom dwelling

750

b) 2 bedroom dwelling

1100

c) 3 bedroom dwelling

1600

d) 4 bedroom dwelling

2000

e) 5 bedroom dwelling

2500

f) Additional flow for(2)

i) each bedroom over 5,

500

ii) A) each 10 m2 (or part of it) over 200 m2 up to 400 m2 (3) ,

100

B) each 10 m2 (or part of it) over 400 m2 up to 600 m2 (3) , and

75

C) each 10 m2 (or part of it) over 600 m2 (3) , or

50

iii) each fixture unit over 20 fixture units

50

5.

Hotels and Motels (excluding bars and restaurants)

a) Regular, per room

250

b) Resort hotel, cottage, per person

500

c) Self service laundry, add per machine

2500

6.

Work Camp/Construction Camp, semi-permanent per worker

250

Notes to Table 8.2.1.3.A.:

(1) The occupant loadshall be calculated using Subsection 3.1.17.

(2) Where multiple calculations of sanitary sewagevolume is permitted, the calculation resulting in the highest flow shall be used in determining the design daily sanitary sewageflow.

(3) Total finished area, excluding the area of the finished basement.

Table 8.2.1.3.B.
Other Occupancies

Forming Part of Sentence 8.2.1.3.(2)

Item

Column 1

Establishments(1)

Column 2

Volume, litres

1.

Airports, Bus Terminals, Train Stations, Dock/Port Facilities (Food services excluded)

a) Per passenger, and

20

b) Per employee per 8 hour shift

40

2.

Assembly Hall - per seat

a) No food service, or

8

b) Food service provided

36

3.

Barber Shop/Beauty Salon - per service chair

650

4.

Bowling Alleys (Food service not included) - per lane

400

5.

Churches and Similar Places of Worship - per seat

a) No kitchen facilities, or

8

b) Kitchen facilities provided

36

6.

Country Club (excluding Food service)

a) Per resident,

375

b) Per employee per 8 hour shift, and

50

c) Per member or patron

40

7.

Day Care Facility per person (staff and children)

75

8.

Dentist Office

a) Per wet service chair, and

275

b) Per dry service chair

190

9.

Doctors Office

a) Per practitioner, and

275

b) Per employee per 8 hour shift

75

10.

Factory (excluding process or cleaning waters) - per employee per 8 hour shift

a) No showers, or

75

b) Including showers

125

11.

Flea Markets(2) (open not more than 3 days per week)

a) Per non-food service vendor space,

60

b) Per food service establishment / 9.25 m2 of floor space, and

190

c) Per limited food service outlet

95

12.

Food service Operations

a) Restaurant (not 24 hour), per seat

125

b) Restaurant (24 hour), per seat

200

c) Restaurant on controlled-access highway, per seat

400

d) Paper service restaurant, per seat

60

e) Donut shop, per seat

400

f) Bar and cocktail lounge, per seat

125

g) Drive-in restaurant per parking space

60

h) Take-out restaurant (no seating area)

i) per 9.25 m2 of floor area, and

190

ii) per employee per 8 hour shift

75

i) Cafeteria - per meal

12

j) Food outlet

i) excluding delicatessen, bakery and meat department, per 9.25 m2 of floor space,

40

ii) per 9.25 m2 of delicatessen floor space,

190

iii) per 9.25 m2 of bakery floor space,

190

iv) per 9.25 m2 of meat department floor space, and

380

v) per water closet

950

13.

Hospitals - per bed

a) Including laundry facilities, or

750

b) Excluding laundry facilities

550

14.

Long-Term Care Homes, etc. - per bed

450

15.

Office Building(3)

a) Per employee per 8 hour shift, or

75

b) Per each 9.3 m2 of floor space

75

16.

Public Parks

a) With toilets only per person, or

20

b) With bathhouse, showers, and toilets per person

50

17.

Recreational Vehicle or Campground Park

a) Per site without water or sewer hook-up, or

275

b) Per site with water and sewer hook-up

425

18.

Schools - per student

a) Day school,

30

b) With showers,

30

c) With cafeteria, and

30

d) Per non-teaching employee per 8 hour shift

50

19.

Service Stations (no vehicle washing)(3)

a) Per water closet, and

950

i) per fuel outlet(4), or

560

ii) per vehicle served

20

20.

Shopping Centre (excluding food and laundry) - per 1.0 m2 of floor space

5

21.

Stadiums, Race Tracks, Ball Parks - per seat

20

22.

Stores(3)

a) Per 1.0 m2 of floor area, or

5

b) Per water closet

1230

23.

Swimming and Bathing Facilities (Public) - per person

40

24.

Theatres

a) Indoor, auditoriums per seat,

20

b) Outdoor, drive-ins per space, or

40

c) Movie theatres per seat

15

25.

Veterinary Clinics

a) Per practitioner,

275

b) Per employee per 8 hour shift, and

75

c) Per stall, kennel or cage if floor drain connected

75

26.

Warehouse

a) Per water closet, and

950

b) Per loading bay

150

Notes to Table 8.2.1.3.B.:

(1) The occupant load shall be calculated using Subsection 3.1.17.

(2) Flea markets open more than 3 days per week shall be assessed using the volumes stated under the heading "Stores".

(3) Where multiple calculations of sanitary sewage volume is permitted, the calculation resulting in the highest flow shall be used in determining the design daily sanitary sewage flow.

(4) The number of fuel outlets is considered the maximum number of fuel nozzles that could be in use at the same time.