14 CAR pt. 21, Appendix B
QUANTITIES OF WASTEWATER FLOW FOR VARIOUS TYPES OF ESTABLISHMENTS
| ESTABLISHMENT TYPE | GALLONS PER DAY |
|---|---|
| Airports, Bus Terminals, Train Stations | |
| Per passenger | 5 |
| Add per employee per 8-hour shift | 15 |
| Barber & Beauty Shops (per chair) | 100 |
| Bowling Alleys | |
| Toilet wastes per lane | 100 |
| For food service, add Food Service usage below | |
| Camps | |
| Campground with central comfort stations per camper | 35 |
| Day camps (no meals served) per camper | 15 |
| w/ food service, add Food Service usage below | |
| Churches | |
| Per seat/no food service | 5 |
| For food service, add Food Service usage below | |
| For daycares, add school usage below | |
| Grocery Stores | |
| Per 100 square feet of floor space | 5 |
| Add per 100 square feet of deli floor space | 50 |
| Add per 100 square feet of bakery floor space | 50 |
| Add per 100 square feet of meat market floor space | 100 |
| Country Clubs | |
| Per resident member (see Food Service usage below) | 25 |
| Per non-resident member | 10 |
| Dentists Offices | |
| Per practitioner | 200 |
| Add per employee per 8-hour shift | 15 |
| Doctors Office | |
| Per practitioner | 200 |
| Add per employee per 8-hour shift | 15 |
| Factories (exclusive of industrial waste) | |
| Gallons per employee per 8-hour shift | |
| No showers provided | 15 |
| Showers provided | 35 |
| Hospitals | |
| Per bed space | 200 |
| For food service excluding patients, add restaurant Food Service usage below | |
| Hotels & Motels | |
| Regular per room | 150 |
| Resort hotels & cottages | 75 |
Mobile Home Parks
| per single wide mobile home space | 300 |
|---|---|
| per double wide mobile home space | 450 |
Nursing Homes, Rest Homes, Adult Congregate Living Facilities
| Per bed | 100 |
|---|---|
| Add for food service | 65 |
Office Buildings (per employee per 8-hour shift)
15
Parks, Public Picnic
| Toilets only per person | 5 |
|---|---|
| With bath house, showers, & toilets per person | 10 |
Recreation Vehicle Park*
| Recreational vehicle space for overnight stay, without water & sewer hookup per vehicle space Recreational vehicle space for overnight stay, | 50 |
|---|---|
| With water & without sewer hookup per vehicle space | 75 |
| Recreational vehicle space for overnight stay, with water & sewer hookup per vehicle space | 120 |
| Recreation vehicle space with water and sewer hookup per vehicle space with effluent engineered to be compliant with wastewater strength reduction. | 60 |
Food Service
| Per day per seat | 40 |
|---|---|
| Using single service articles only per seat | 25 |
| Bar and cocktail lounge per seat | 30 |
| Carry out only | |
| Per meal served without public restrooms | 5 |
| Per meal served with public restrooms | 10 |
| Add per employee per 8-hour shift | 15 |
Residences
| Single or multiple family per dwelling unit | |
|---|---|
| 1 bedroom | 150 |
| 2 bedrooms | 270 |
| 3 bedrooms | 370 |
| 4 bedrooms | 450 |
| For each additional bedroom add | 50 |
| Rooming houses per occupant space | 75 |
Schools (per student)
| Day schools & day cares | 15 |
|---|---|
| Add for food service | 5 |
| Add for day school workers | 20 |
| Boarding schools | 75 |
Stadiums, Race Tracks, Ball Parks (per seat)
Swimming Pools and Bathhouses (per patron)
10
Theaters (per seat)
The estimated flows for residential systems assume a maximum occupancy of 2 persons per bedroom. Where residential care facilities (non-institutional) will house more than 2 persons in any bedroom, estimated flows are to be increased by 75 gallons per each additional occupant.
Wastewater from food service operations is high strength wastewater in nature and may require special system sizing and treatment/disposal considerations. For food service operations, kitchen wastewater flows are normally to be calculated at 66% of the total wastewater flow. Wastewater flows should include estimated flow from drains from all drink dispensers including soda, tea, coffee, juice, and ice cream.
Systems serving high volume establishments, such as fast food restaurants, convenience stores, and service stations require special sizing consideration due to above average wastewater volume expected from restroom facilities.
Residential Strength Wastewater as the primary sewage effluent from a septic tank must not exceed the following parameters: Five-Day Biochemical Oxygen Demand (BOD5) of 300 mg/L; Total Suspended Solids (TSS) of 300 mg/L; and Fats, Oil and Grease of 25 mg/L. Other contaminants may also be present in the wastewater; however, they shall not exceed the concentrations or quantities normally found in residential sewage.