(a) Configuration, Inlets, and Outlets.
- (1) The length-to-width ratio of a facultative lagoon must be 3.0 to 1.0.
- (2) The flow in a facultative lagoon must be from an inlet along one end of the lagoon to an outlet at the opposite end of the lagoon.
- (3) The length of a facultative lagoon must be oriented in the direction of the prevailing winds with the inlet side located such that debris will be blown toward the inlet.
- (4) A facultative lagoon must have inlet baffles to collect floatable material when no pre-screening is provided.
- (5) An outlet must be adjustable to allow the water level of a facultative lagoon to vary under normal operating conditions.
(b) Depth.
- (1) The deeper portion of a facultative lagoon near the inlets must have a minimum depth of 12 feet to provide sludge storage and anaerobic treatment.
- (2) The deeper portion of a facultative lagoon must cover at least 25% of the area of the lagoon bottom.
- (3) The remainder of a facultative lagoon must have a minimum depth of 8.0 feet.
- (c) Organic loading. The organic loading must not exceed 150 pounds of five-day biochemical oxygen demand (BOD5) per acre per day based on the surface area of the facultative lagoon.
(d) Odor Control.
- (1) A facultative lagoon inlet must be at least 24 inches below the water surface to minimize odor.
- (2) An outlet must be at least 12 inches below the water surface, but not further below the water surface than a distance equal to one-half the depth of the lagoon at the outlet.
- (3) The design of a facultative lagoon must allow for recirculation of at least 50%, but not more than 100% of the design flow.
- (4) The design of a facultative lagoon must prevent siphoning of lagoon contents through a submerged inlet.
- (e) Removal efficiency. The design of a facultative lagoon must not be based on more than 50% removal of the influent BOD5.
Source Note:The provisions of this §217.205 adopted to be effective August 28, 2008, 33 TexReg 6843; amended to be effective December 4, 2015, 40 TexReg 8254.