Abstract: An anaerobic to aerobic sequence enhances biological degradation of many organic pollutants. Exemplary embodiments provide systems and methods for effective treatment of storm-water runoff pollutants such as hydrocarbons, nitrates, phosphorus, and heavy metals using sediment filtration and adsorption, and biochemical processes under bi-phasic bioretention conditions. By integrating these pollution cleanup pro-usages into a single unit, this apparatus optimizes retention time of the runoff through the system and maximizes removal rates of runoff pollutants, resulting in more reliable and efficient treatment mechanism than previous systems.

Abstract: An anaerobic to aerobic sequence enhances biological degradation of many organic pollutants. Exemplary embodiments provide systems and methods for effective treatment of storm-water runoff pollutants such as hydrocarbons, nitrates, phosphorus, and heavy metals using sediment filtration and adsorption, and biochemical processes under bi-phasic bioretention conditions. By integrating these pollution cleanup pro-usages into a single unit, this apparatus optimizes retention time of the runoff through the system and maximizes removal rates of runoff pollutants, resulting in more reliable and efficient treatment mechanism than previous systems.

Abstract: The hydrology of a "perched water table" soil profile is regulated by installing a simple subsurface air-pipe system in the gravel layer of the soil profile to uniformly control the air pressure under the turf and to adjust the equilibrium condition between the capillary rise and the gravitational forces on the water in the soil. The air pipe system includes perforated pipes extending horizontally through the gravel layer of the soil profile at regular, spaced-apart intervals. The pipes are located adjacent the gravel layer/choker layer interface in vertical alignment with each drain pipe in the water drainpipe trench(es). The pipes are oriented such that the perforations extend along one (or both) sides of the pipe. A vacuum is applied to the pipes and the air is withdrawn uniformly across the gravel layer and the choker layer. According to one aspect of the invention, the air pressure difference across the rootzone acts as an additional force assisting gravity in the extraction of water from the rootzone.