A method to enhance the ability of a stormwater containment volume to flow and flush solids and liquids. Implemented by depositing rock into shaped piles formed at the rock's angle of repose, the resultant inclined surfaces are covered with suitable waterproof material and covered with more rock up to the top surface. Stormwater flushes solids deposited on the surface downward into the volume where they contact the inclined surfaces. Water and solids flow down the inclined surfaces at increased velocity toward collection drainpipes at their base. Because sediment flows into drainpipes, it does not flow to the bottom of the volume or become stagnant or reduce the volume's capacity. This creates a low-cost stormwater containment system that can support vehicle travel on its surface, requires no concrete or sewers, is self-cleaning, accessible for cleaning, or both, and does not require human access to the bottom surface for maintenance.

A system and method for an underground stormwater storage system which may comprise a pit, a structure, and a liner. The structure may be disposed within the center of the pit and surround by the porous backfill and wherein outlets are disposed on the crown of the structure. A liner may form the outer layer of the pit. A method for releasing stormwater may comprise capturing stormwater from a surface, containing the stormwater within a structure, releasing a volume of the stormwater from the structure and draining an additional volume of the stormwater from the crown of the structure from an outlet when the structure is capturing more stormwater than it is releasing.

A novel cardiac ablation catheter is based on the principle that the field gradient near the electrode surface is reduced by a truncated dome shape which reduces the ratio of the current magnitude near the electrode-tissue interface to that in the tissue. Thus, for a given power, a deeper lesion can be created at a lower applied power reducing the risk of steam pop and overheating of the surrounding blood pool. The result is a reduction in spurious current which does not contribute to tissue ablation but undesirably increases heating of the blood pool near the ablation site. Methods of use are also described.

The embodiments herein provide a method and system for building a family tree through a social network. The method includes receiving login credentials from a first person, providing access to a profile of the first person in the social network based on the login credentials, receiving a first triggering event from the first person; wherein the first triggering event occurs when the first person actuates first web element, providing a user interface for building a family tree on receiving the first triggering event from the first person, receiving a second triggering event from the first person; wherein the second triggering event occurs when the first person actuates second web element in the profile of the first person, saving the changes related to the family tree on receiving the second triggering event from the first person, and displaying the family tree on the user interface of the social network.

The present invention discloses the stormwater source filtration system in which the treatment location is at the first point of water collection, as close to the source of contamination as possible. This provides for a modular, flexible, linear treatment system that can adapt to the existing conditions and the existing roadway profiles. Like our road systems, this is linear and can change with the roadway. This system provides for increased storage capacity immediately adjacent to the roadway. Modular and flexible construction make this system of superior cost effectiveness versus the current filtration systems used today. The ease of maintenance and ability to quickly change the filtration media as needed will reduce long term maintenance costs versus current systems. The disclosed system may be installed in both new constructions and as an enhancement/retrofit of existing systems.

A modular precast concrete structure system to form a portion of a subsurface storage basin, the system including a concrete slab having a first edge and opposite second edge, and a first concrete side wall having an outer surface extending from the first edge substantially perpendicularly to the concrete slab, and a second concrete side wall having an outer surface extending from the second edge substantially perpendicularly to the concrete slab, the outer surfaces of the first and second concrete side walls being configured to be substantially parallel, each of the first and second side walls being configured with canted inner surfaces such that the first and second side walls taper in thickness away from the slab, and a plurality of footings each configured with a footing groove along an upper surface thereof, the footing grooves configured to receive a bottom edge of at least one of the first and second side walls therein.

Structural cells and matrices using the structural cells for positioning below a hardscape that define a void space therein, the structural cells, matrices using the cells and methods of assembly allowing in one embodiment the introduction of a structural fluid such as concrete to provide an alternative structural cell and matrix product. In one embodiment a structural cell assembly is described comprising a structural cell with a plurality of legs integrally linked to a frame at a first frame end, the frame linking the legs together and the frame defining a generally flat plane with the legs extending substantially orthogonally away from the first frame end about the frame flat plane to a leg terminal end; and a separate plate engaging the legs, the separate plate comprising linked sockets, each socket engaging the leg terminal end; and/or linked sockets, each socket engaging the leg frame ends or a part thereof.

A sump pump irrigation assembly for reducing water erosion from a sump pump outlet includes a plurality of fluid fittings. A respective one of the fluid fittings is fluidly coupled to an outlet of a sump pump to receive water from the outlet. A supply pipe is fluidly coupled to the fluid fitting that is fluidly coupled to the outlet to receive the water from the fluid fitting. A plurality of drainage pipes is each of the drainage pipes is in fluid communication with the supply pipe to receive the water from the supply pipe. Each of the drainage pipes has a plurality of holes therein to release the water outwardly therefrom. A plurality of cleanout fittings is each fluidly coupled between a respective pair of the drainage pipes. Each of the cleanout fittings has an access port to facilitate debris to be removed from the cleanout fittings.

A stormwater collection, treatment, and aquifer replenishment installation includes a stormwater drain for receiving surface stormwater, a dry well downwardly extending underground to an outlet proximate to a water table over an aquifer, a tank structure at least partially disposed underground and coupled with the stormwater drain and the dry well in stormwater communication, a stormwater treatment system enclosed within the tank structure between the stormwater drain and the dry well for converting surface stormwater into treated stormwater, the tank structure for conducting surface stormwater to the stormwater treatment system between the stormwater drain and the dry well, and the dry well for receiving and gravity feeding treated stormwater from stormwater treatment system to the outlet.

A water drainage system includes an underground conduit, a pop-up drain emitter, and a turf cover. The underground conduit is configured to direct water away from an eavestrough that is secured to a building. The pop-up drain emitter is secured to an end of the conduit and has a lid. The lid is configured to transition from a retracted position to an advanced position to emit water from the underground conduit. The lid is disposed above ground in at least the advanced position. The turf cover is disposed above and adjacent to the ground and radially about an outer periphery of the pop-up drain emitter. The turf cover is configured to inhibit vegetative growth radially about the outer periphery of the pop-up drain emitter.