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Discharge piping shall meet the requirements of Section 18-29-712.2.
Pumps connected to the drainage system shall connect to the building sewer or shall connect to a wye fitting in the building drain a minimum of 10 feet (3.05 mm) from the base of any soil stack, waste stack or fixture drain. Where the discharge line connects into horizontal drainage piping, the connector shall be made through a wye fitting into the top of the drainage piping.
A sewage pump or sewage ejector shall have the capacity and head for the application requirements. Pumps or ejectors that receive the discharge of water closets shall be capable of handling spherical solids with a diameter of up to and including 2 inches (50 mm). Other pumps or ejectors shall be capable of handling spherical solids with a diameter of up to and including 1 inch (25 mm). The minimum capacity of a pump or ejector based on the diameter of the discharge pipe shall be in accordance with Table 18-29-712.4.1.
Exception: Grinder pumps or grinder ejectors that receive the discharge of water closets shall have a minimum discharge opening of 1 1/4 inches (32 mm).
Diameter of the Discharge Pipe (inches) | Capacity of Pump or Ejector (gpm) |
2 | 21 |
2 1/2 | 30 |
3 | 46 |
For SI: 1 inch = 25.4 mm, 1 gpm = 3.785 L/m.
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