Abstract: A biological wastewater treatment system is provided comprising a watertight basin and a filter. The basin has an open top and is configured for being placed on a substrate. The filter is located in the basin and includes five layers, each layer configured for removing biological contaminants from water traveling therethough. A first perforated pipe is located in the second layer and is connected to a second perforated pipe located in the fourth layer. If the third layer becomes clogged and prevents the passage of water, the water in the second travels into the first perforated pipe and exits the second perforated pipe in the fourth layer. In this manner, the third layer is bypassed, and the treatment system can be used despite the clogging of the third layer.

Abstract: A compact, ground surface mounted wastewater treatment unit module. The module is surface mounted on a selected substrate such as a scarified native soil. A watertight receiving basin is located on the substrate. The basin is at least partially filled with a lower layer of packing media, suitable for support of biological growth, and then with at least a first and a final layer of a porous granular media. A standpipe introduces wastewater to be treated, and such wastewater is distributed to the packing at the lower reaches of the basin. The wastewater flows up through the packing, and into the first layer of a porous granular media, and thence upwardly and outwardly via capillary action and molecular attraction, and ultimately though the final porous granular media. Treated wastewater is either collected or absorbed in an absorption foot interface between the final medium and the native earth below.

Abstract: A compact, ground surface mounted wastewater treatment unit module. The module is surface mounted on a selected substrate such as a scarified native soil. A watertight receiving basin is located on the substrate. The basin is at least partially filled with a lower layer of packing media, suitable for support of biological growth, and then with at least a first and a final layer of a porous granular media. A standpipe introduces wastewater to be treated, and such wastewater is distributed to the packing at the lower reaches of the basin. The wastewater flows up through the packing, and into the first layer of a porous granular media, and thence upwardly and outwardly via capillary action and molecular attraction, and ultimately though the final porous granular media. Treated wastewater is either collected or absorbed in an absorption foot interface between the final medium and the native earth below.