The present disclosure relates generally to the field of subsoil fluid drainage, absorption and/or treatment systems, and more particularly to an “aggregate-free” chamber for accommodating and facilitating such drainage, absorption and treatment.
In a very general sense, subsoil chambers are installed in excavations to provide a volume for storage of water or other drainage fluid to prevent flooding as well as to treat the fluid. These chambers are occasionally referred to as “aggregate-free” solutions or products because installation and use does not require specialized layering of aggregate fill like some other fluid treatment solutions. Chambers include an outer shell formed from molded plastic that defines an empty or near empty interior volume and an open bottom.
Most known chamber systems require many different portions, sub-chamber units and/or connectors in order to allow flexibility and adjustability for different sizes and configurations. Some known chamber products that can vary in size necessarily include many different specific chamber units or sub-units that are required for assembly of a subsoil chamber. For example, a chamber may include a first end unit followed by several intermediate units, each having specific attachment features on their respective front and rear ends, followed by another end unit. Some products additionally require installation of a specific end cap to each respective ends. In assembling longer chambers, a different specific chamber unit is required for a specific portion of a chamber. Each of these sub-chamber units naturally require a separate mold to manufacture, provide a shipping challenge due to the numerous different forms of products, and necessarily require installers to precisely design their assemblies and order the correct pieces.
An additional drawback associated with known chamber products is that they are bulky and accordingly difficult to ship and handle. Additionally, many known chamber products are specifically designed as an all-in-one chamber unit that cannot be extended to achieve a longer chamber or altered in any way.
In all, existing chamber products and processes are cumbersome and lack substantial versatility in size, configuration and treatment mechanisms.
There is a need in the art for leaching chamber components that can be assembled into a variety of leaching chamber configurations from a limited number of standard components.
The disclosed embodiments of a leaching chamber unit improve upon known leaching chamber products by allowing construction of a variety of leaching chamber configurations from a single leaching chamber unit, without the need for specialized fittings. The disclosed embodiments are particularly adaptable to suit a number of different settings and needs, and in some cases, adaptable in size with individual chamber units having identical dimensions and not requiring differently configured units and/or sub-units.
Each of the disclosed leaching chamber units defines an interior space for receiving, and dispersing liquid, in particular effluent flowing from a septic system. The leaching chamber units have an elongated body with a length extending between a closed end and an open end. The closed end may define a fluid flow opening aligned with a longitudinal axis of the leaching chamber unit. An end wall of the closed end may be hemispherical or domed, or may be truncated and include a planar end wall including the fluid flow opening. The closed end of the leaching chamber unit may define one or more fluid flow openings. One or all of the openings may be provided by thinned or weakened portions of the end wall, which can be removed to receive fluid flow conduits to direct fluid into the leaching chamber. If not removed, the closed end of the leaching chamber unit remains closed, and does not need an end cap for closure. Alternatively, the fluid flow opening in the closed end of the leaching chamber unit may be open. The elongated body of the leaching chamber unit has an arcuate, arched or convex cross-sectional shape and includes strengthening ribs extending transverse to the length of the elongated body. The strengthening ribs are arranged in a regular, repeating pattern along the length of the elongated body. The strengthening ribs have a first profile facing an outer surface of the leaching chamber unit that is complementary to a second profile facing an inner surface of the leaching chamber unit. The repeating pattern and complementary shape of the strengthening ribs allow the disclosed leaching chamber units to be nested for storage and transport. The disclosed leaching chamber units can be mated with each other at a range of longitudinal positions to form leaching chamber assemblies of a desired interior volume and leaching capacity.
The disclosed leaching chamber units include openings in the side walls to allow fluid to flow from the interior space to soil surrounding the installed leaching chamber. The openings in the side walls are arranged to be aligned with each other when leaching chamber units are overlapped to form a leaching chamber assembly. The openings in the side walls may be configured to allow fluid and air flow out of the leaching chamber but also to resist intrusion of particulates. A louvered type opening where an upper portion of the side wall projects outwardly to define a downward facing opening will allow flow of water and air out of the leaching chamber, while preventing intrusion of particulates.
In some embodiments the openings in the side walls will require the leaching chamber assembly to be covered with geotextile fabric, commonly used in the assembly of leach fields. Once the leaching chamber and its fluid supply pipes or conduits have been assembled in an excavation such as a trench, a sheet or strip of geotextile fabric is used to cover the leaching chamber. The excavation is then back filled with soil or other material to hold the geotextile in place. The back fill also retains the leaching chamber units in their installed positions.
Leaching chamber units according to aspects of the disclosure will now be described with reference to
According to one aspect of the disclosure, leaching chambers of different volume and leaching capacity can be constructed from two or more identical leaching chamber units. The leaching chamber units are designed to nest together for storage and transport. The leaching chamber units are configured to interlock with each other at a plurality of longitudinal positions to form a wide range of leaching chambers of different length, interior volume and leaching capacity from identical leaching chamber units. The leaching chamber units have an arched configuration and define an open bottom interior space. In use, leaching chambers formed from two or more leaching chamber units are assembled in a trench with fluid conduits directing fluid flow into the interior space, where fluid is allowed to leach into the soil through the open bottom of the leaching chamber. Leaching chamber units may also define fluid flow openings along the sides to allow fluid to leach into soil surrounding the leaching chamber. Depending upon the configuration of the fluid flow openings in the side walls of the leaching chamber units, geotextile fabric (not shown) may be laid over the assembled leaching chamber and fluid supply pipes or conduits to prevent particulates from passing into the interior of the leaching chamber.
A laterally projecting flange or foot 26 extends along each side of the leaching chamber unit 10 and in the embodiment of
The leaching chamber unit 10 of
All the disclosed leaching chamber units 10, 10a, 10b, 10c, and 36 are configured to be nestable for storage and transport. All the disclosed leaching chamber units are configured to mate with each other in a range of overlapping longitudinal positions as shown in
All the disclosed leaching chamber units are also reversible and can be mated with another leaching chamber unit with the closed end of a leaching chamber unit within the interior of another leaching chamber unit as shown in
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| 63331333 | Apr 2022 | US |