Stormwater treatment apparatus and method
A liquid purification and separation apparatus for separation of pollutants in stormwater runoff is disclosed. This apparatus utilizes gravitational separation and tortuosity, resulting from a plurality of baffles both perpendicular to and oblique to the primary water flow direction, to trap substances less-dense and more-dense than water. The apparatus features improved resistance to pollutant remobilization through treatment of water volume rather than flow rates, using vertically stacked water columns of varying depths to settle small particles. An overflow structure diverts excessive liquid without interfering with purification and separation, and can be placed integrally within or external to the apparatus receptacle.
1. A method of maintaining an effluent filter of a liquid treatment apparatus, the method comprising:
arriving at an above-ground surface access point of a liquid treatment apparatus that is substantially located underground and that comprises a receptacle, an inlet, an outlet in fluid communication with the inlet, and a plurality of baffles configured to treat liquid at least in part by interrupting flow of the liquid from the inlet to the outlet;
from the above-ground surface access point, detaching an effluent filter located inside the receptacle of the liquid treatment apparatus from an attachment point located inside the receptacle;
pulling the effluent filter out of the receptacle;
performing maintenance on the effluent filter;
from the above-ground surface access point, inserting the effluent filter into the receptacle; and
attaching the effluent filter to the attachment point;
wherein the effluent filter is attached so as to form a single assembly with an outlet standpipe, detaching the effluent filter comprises detaching the single assembly of the effluent filter and the outlet standpipe, and attaching the effluent filter comprises attaching the single assembly of the effluent filter and the outlet standpipe.
2. A stormwater treatment apparatus, comprising:
a receptacle adapted to receive water flowing from a surface drainage area, the receptacle having at least a top and a bottom;
an inlet section, the inlet section supplying water to the receptacle;
an outlet section, the outlet section passing water out of the receptacle and comprising an outlet standpipe and effluent filter joined together into a single assembly;
at least one mid section, the at least one mid section comprising a fluid communication between the inlet section and the outlet section; and
a permanent pool, the permanent pool defined by at least the bottom wall of the receptacle, and extending upward from said bottom wall to at least the height of said outlet; the permanent pool generally below the path of fluid communication; the permanent pool forming a region of reduced flow velocity to trap sediments therein;
wherein the outlet standpipe and effluent filter assembly of the outlet section further comprises an orifice plate that defines an orifice; and
wherein the orifice is positioned in a horizontal relative to the apparatus such that the outlet standpipe and effluent filter assembly can be inspected and maintained from an access point accessible from a surface of the apparatus.