A mobile fabrication solution for onsite assemblage of earth drains for ground stabilization that includes a despooling carousel for uncoiling corrugated tubing from a stock supply, and for feeding the stock tubing into an extrusion head unit. The head unit contains counter-rotating wheels that grip and drive the tubing out through a collet into a filter sock and into a collection trough. One end of a stock supply of fabric filter sock is attached to the collet exteriorly of the head unit to the collet and is unrolled along the trough. When the corrugated tubing is ejected it fills the sock within the trough and may be cut to the desired length onsite, eliminating waste.

A drainage system for connecting a rack drain on a mobile plant rack to a stationary building drain, wherein the plant rack is operable to slide between first and second positions wherein the building drain is proximate and distal thereto, respectively. The drainage system comprises at least one horizontal support proximate to the bottom of the mobile plant rack and a flexible conduit fluidically connected to the discharge end of the rack drain, extending arcuately between a receiving end fixed within the interior rack space and a discharge end fixed outside of the interior rack space, wherein the discharge end is fluidically connected to the stationary building drain. The receiving end of the flexible conduit is raised above the discharge end and the flexible conduit is supported by the at least one horizontal support to maintain a generally down slope grade.

A drainage system for removing groundwater from underneath a water impervious surface including a first housing located below grade having a continuous sidewall, a floor, an open top extending to or through the surface through which stormwater collecting on the surface may enter into the housing, an outlet extending through the sidewall immediately adjacent to the floor and an inlet through the sidewall. A locking ring is fixed within the inlet, and a drain wick is coupled to the locking ring, the drain wick being configured for collecting groundwater underneath the surface and directing the groundwater through the inlet and into the housing. The drain wick includes a pipe having and plurality of radial openings, a perforated first end cap, a second end including screen and a locking nut configured for coupling to the locking ring and a filter bag located between the screen and end cap.

A drainage system for removing groundwater from underneath a water impervious surface including a first housing located below grade having a continuous sidewall, a floor, an open top extending to or through the surface through which stormwater collecting on the surface may enter into the housing, an outlet extending through the sidewall immediately adjacent to the floor and an inlet through the sidewall. A locking ring is fixed within the inlet, and a drain wick is coupled to the locking ring, the drain wick being configured for collecting groundwater underneath the surface and directing the groundwater through the inlet and into the housing. The drain wick includes a pipe having and plurality of radial openings, a perforated first end cap, a second end including screen and a locking nut configured for coupling to the locking ring and a filter bag located between the screen and end cap.

A plurality of modular units are connected together on a slightly sloped drainage field with a perforated header pipe at the lower side conveying water away from the drainage system. An impermeable flexible liner cushioned on both sides is located below the modular units. The modular units are each made up of rigid boxes that have connecting cross slots at the bottom thereof and vertical perforations there through. The rigid boxes are lined with a drainage fabric that is site specific and have an expanded geosynthetic material therein, which is held in place when filled with porous granular material. High flexural strength mats are connected together over the tops of the modular units. An air inlet pipe connects air to the cross slots, down the sloped drainage field, to the header pipe to drain water from the bulk granular material resting on the high flexural strength mats. The entire system may be quickly disassembled, moved to a different location, and reassembled with the number of modular units being changed according to the circumstances.

A plurality of modular units are connected together on a slightly sloped drainage field with a perforated header pipe at the lower side conveying water away from the drainage system. An impermeable flexible liner cushioned on both sides is located below the modular units. The modular units are each made up of rigid boxes that have connecting cross slots at the bottom thereof and vertical perforations there through. The rigid boxes are lined with a drainage fabric that is site specific and have an expanded geosynthetic material therein, which is held in place when filled with porous granular material. High flexural strength mats are connected together over the tops of the modular units. An air inlet pipe connects air to the cross slots, down the sloped drainage field, to the header pipe to drain water from the bulk granular material resting on the high flexural strength mats. The entire system may be quickly disassembled, moved to a different location, and reassembled with the number of modular units being changed according to the circumstances.

There is provided a plastic infiltration unit comprising: a top deck, at least one pillar extending from the top deck, wherein the at least one pillar includes a plurality of compartments, wherein at least one of the compartments is laterally enclosed, and wherein the top deck and the at least one pillar are produced in one piece. There is further provided a plastic base plate for use with a plastic infiltration unit. There is further provided a plastic infiltration unit side plate. There is yet further provided a plastic infiltration system for deployment underground comprising a plastic infiltration unit and a plastic base plate, wherein the at least one pillar of the plastic infiltration unit is received at the receiving location of the plastic base plate.

Individual hexagonal shaped modules used in an assembly for underground storage of storm water and other fluid storage needs, Modules are assembled into a resultant honeycomb shape for maximized structural strength and material use efficiency. Adjacent modules are in direct fluid communications with one another via openings or windows in module side walls. Assemblies include various top and side pieces along with access ports for entry into said assembly.

Individual hexagonal shaped modules used in an assembly for underground storage of storm water and other fluid storage needs, Modules are assembled into a resultant honeycomb shape for maximized structural strength and material use efficiency. Adjacent modules are in direct fluid communications with one another via openings or windows in module side walls. Assemblies include various top and side pieces along with access ports for entry into said assembly.

A storm water runoff and erosion control device includes a rigid frame covered by a layer of mesh material. The frame defines an interior space that is filled with filtration material. The device may be configured as a wattle having an elongated frame with a triangular cross-section. The wattle may be extended along the contour of a hill to reduce erosion, or it may be placed at the entrance to a drainage inlet to slow the velocity of, and filter sediment and contaminants from, water entering the inlet. Alternatively, the device may be a compact filter that is a cube, cylinder, sphere, or other suitable geometry. A plurality of these compact filters may be placed in the basin of a storm water drain, and piled sufficiently high to cover the outlet from the basin. Thus, all the water in the basin must pass through the compact filters before exiting.