Abstract: A cubic modular subsurface stormwater unit has equal top and bottom surfaces spaced apart by a set of four pillars, each of which runs from a corner of the top surface to a corresponding corner of the bottom surface. The pillars define a void having a generally cruciform cross section, the void opening onto each of the four side faces defined between the roof and the base. A line of units connected together in series side to side will have a long throughway formed by the respective voids in each unit, and a regular matrix of X- and Y-axis throughways will be formed as units are connected laterally on all sides. The unit is formed of identical halves which can be connected together in any orientation due to the square configuration and to a mating connection which has mating parts symmetrically disposed about a diagonal corner-to-corner line.

Abstract: Rainwater collected from roof gutters is poured into the vertical portion of an “ell” shaped perforated drainage pipe. The horizontal leaching pipe portion of the drainage pipe discharges the rainwater into a catch basin. Water from the catch basin flows into another perforated leaching pipe that is set in the bottom of a trench. In turn, the lower part of the trench is filled with crushed rock to a height of about three quarters of the trench depth. A water impermeable barrier of asphalt shingles or thirty pound asphalt roofing felt is placed over the top of the crushed rock and the balance of the trench is filled with soil up to the ground level.

Abstract: This invention concerns a geocomposite (1, 2) that includes a drainage sheet (4) onto which are placed perforated, girdled mini-drains (5) parallel to each other, and at least one filtration sheet (31) covering the perforated, girdled mini-drains (5), characterized in that the drainage sheets (4) and the filtration sheets are connected together by the needlepunching technique.

Abstract: A filter assembly for a seawall filters the flow of groundwater through a hole in the wall. The filter assembly includes: (a) a housing containing a flat flange and a perforated conical shell, the shell adapted to extend into the hole with its apex extending toward the landward side, the flange having a seaward side adapted to fit flushly against the seawall, the flange having a landward side connected to the shell, the flange having an opening that defines an open base for the shell; (b) a perforated conical cage having an open base that fits within the shell of the housing; (c) a conical filter element having an open base that fits within the cage; (d) a perforated conical sleeve having an open base that fits within the filter element; and (e) a perforated cap that is removably and flushly fastened to the opening in the flange to secure the cage, filter element, and sleeve within the shell of the housing.

Abstract: A drain board installing device without an anchor plate is disclosed.

Abstract: By providing an easily transported, filler component system, leaching field forming elements for establishing a series of flexible design passageways into which the desired fill material is placed, a highly effective, easily installed, competitively priced with enhanced biological habitat underground fluid distribution system is achieved. In accordance with the present invention, the desired passageways are quickly and efficiently created by employing pre-folded cardboard panels, or other pervious materials, placing the materials in an excavated location or site in cooperating relationship with each other for creating the desired leaching fields. In the preferred embodiment, two, substantially identical, pre-folded cardboard panels are employed and are positioned in juxtaposed, cooperating, spaced, facing relationship with each other, establishing a central passageway therebetween.

Abstract: The present invention relates to a method for post-installation in-situ barrier creation by application of a multi-layered device. A multi-layered device provides a medium for of remedial substances such as waterproofing resins or cements, insecticides, mold preventatives, rust retardants and the like. The multi-layer device preferably consists of three conjoined layers: first layer, intermediate layer, and second layer, and at least one piping. The first layer is preferably semi-permeable; the second layer is a non-permeable layer; the intermediate layer is a void-inducing layer. The second layer, intermediate layer, and first layer are fixedly attached, with the intermediate layer interposed between the second layer and the first layer. The multi-layered device is fixedly attached to shoring system exterior surface. At least one piping is engagedly attached to a panel of the multi-layered device. A structural construction material is constructed exterior the multi-layer device.

Abstract: A connection structure of plate type vertical drains and a circular horizontal drainpipe and a method of constructing a horizontal drain layer in soft ground using the same. The plate type vertical drains are coupled to the circular horizontal drainpipe using cylindrical fitters, so that excess pore water can be easily drained from underground even if the horizontal drain layer is constructed by pouring soil instead of sand, thereby reducing construction costs and a construction period.

Abstract: A water drain tank or channel module includes a structure having a top platen and a bottom platen, a plurality of generally vertical support members for supporting at least the top platen, the support members being retained in sockets on at least one of the bottom platen and the top platen, and optional side walls each including a water-permeable lattice member that is adapted to support an impermeable membrane or water-permeable geotextile material that is able of controlling the flow of drain water at least out of the module and restricting sediment from entering the module. An assembly of such modules to form a drain tank, channel or storage reservoir is also disclosed.

Abstract: The ability to deliver wastewater that comes from septic tank efficiently throughout all connected chamber area through leach line that is attached inside top position of chambers. Delivered wastewater distribute through leach line holes, accommodate inside of bottomless chamber and infiltrate to ground.

Abstract: The preassembled drainage element is made with a water permeable membrane sleeve that has slits placed in the peripheral portion of the sleeve that is to form the bottom of the drainage element. The aggregate is post-expandable after fabrication of the drainage element so as to widen the slits and cause the periphery of the drainage element to bulge in the sections containing the slits.

Abstract: A leaching chamber has sidewall perforations which flare inwardly, so that the smallest perforation dimension is on the exterior surface of the sidewall. The basic axes of the perforations run downwardly toward the chamber base, as the axes run from the inside to outside of the chamber. Mold cores having inwardly retracting slides, and which move in complex ways, are used to form the chamber. Thus, perforations are present down near the base flange of the sidewall, even though the base flange has an upwardly extending fin.

Abstract: A plastic, corrugated open bottom chamber includes features such as one or more of (i) sub-corrugation features on corrugation crests and/or corrugation valleys, (ii) stiffening fingers on the bottom of chamber foot portions, (iii) a viewport configuration that intersects only a single corrugation crest and (iv) a unitary end wall. A method of producing chambers with or without a unitary end wall using a common mold tool is also provided. A method of interconnecting chambers to form a chamber rows is also provided.

Abstract: A subsurface drainage assembly for directing fluid drainage from a surface is disclosed. The subsurface drainage assembly includes a plurality of drain structure panels linked together in a manner that permits movement of one drain structure panel relative to the adjacent drain structure panel. The drain structure panels have a laterally extensive backing grid and a plurality of spaced apart tubular support members projecting therefrom. The tubular support members are tapered so that the tubular support members are nestable with the tubular support members of an identical drain structure panel when the drain structure panels are stacked.

Abstract: A method of forming a trench drain including a step of positioning a plurality of form members including a first form member and a second form member, each having at least one set of openings arranged in a generally vertical manner. The sets of openings include a first opening, a second opening and a third opening. There is a vertical distance from the first opening to the second opening that is substantially equal to a vertical distance from the second opening to the third opening. The first form member is substantially parallel with the second form member. The set of openings of the first member are aligned with the set of openings of the second form member. An opening in the first form member and a corresponding opening in the second form member are selected dependent upon a predetermined slope for the trench drain thereby defining a selected opening in each of the first and second form members. The first form member is connected with the second form member by way of a cross member.

Abstract: A method and device for inserting a drainage wick into the ground wherein the method includes the steps of: threading a drainage wick through an inserting tube; fixing a portion of a tie to the lower end of the drainage wick; fixing an anchorage component to another portion of said tie, where said tie is loose between the drainage wick lower end and the anchorage component when the anchorage component contacts the inserting tube lower end; driving a anchorage component, the drainage wick and the inserting tube downwardly into the ground; pulling up the inserting tube and the drainage wick, whereby said anchorage component is permitted to remain in the ground; and further pulling up the inserting tube whereby the anchorage component and the drainage wick are permitted to remain in the ground.

Abstract: A system for controlling flooding comprises a fitting coupled to a preexisting drain pit in a building, a pipe connected to the fitting and having a portion extending upwardly therefrom, and a first drainage line extending from the pipe to a drainage area for discharge of water from within the drain pit. The fitting may be sealingly coupled to the preexisting drain pit. According to one aspect, the fitting may at least partially extend into the drain pit. For example, the fitting may extend at least four inches into the drain pit. Further, a cap may be attached to an open end of the pipe remote from the fitting. In some instances, the system may further comprise a pump within said drain pit underlying the fitting pump. This pump may be a sump pump or a removable pump. Even further included may be a control for operating the pump.

Abstract: An adjustable coupler is disclosed for interconnecting leaching chambers to create a serpentine pathway for a leaching field. A coupler can connect a first leaching chamber and a second leaching chamber. The coupler can comprise a mating feature and an adjustment feature. The mating feature can be used to mate the coupler between the first leaching chamber and the second leaching chamber. The mating feature can include a swivel connector matable to an end of one of the chambers. The adjustment feature can adjust the angle between the first chamber and the second chamber between a range of angles. The adjustment feature can include a swivel connector. The range of angles can be particularly chosen to be about 45°. More particularly, the range of angles can be about 22.5° in either the clockwise or counter-clockwise direction.

Abstract: A culvert bundle and fill assembly for stream crossings and flow-through bridge abutments comprising: (a) a first separator fabric; (b) a plurality of culverts placed on the fabric adjacent to one another along their lengths; (c) a plurality of triangular cross-section blocks placed in pairs in upper and lower spaces between adjacent culverts; (d) a plurality of fasteners placed around the plurality of culverts and blocks for holding the culverts and blocking in position; (e) a second separator fabric placed over the plurality of culverts and blocks; and (f) soil or other fill placed over the second separator fabric and the plurality of culverts and blocking to create a road or other crossing structure surface.

Abstract: A system for remote washing, such as for truck washing, including a mat that can wick liquid run-off, a water suction system that includes multiple modules for resting on the mat, and a vacuum.

Abstract: Synthetic rocks are used as a substitute for natural gravel to fill in a water drainage trench. The synthetic rocks may be used around perforated drain tiles in a basement water drainage system, or they may be used without such tile. The synthetic rocks may be of a size and shape that mimics the natural rock they replace, but they are preferably significantly lighter in weight. The synthetic rocks may alternatively be tubular or cubic shaped, for example, and may include one or more lumens or other passageways to facilitate the flow of water through and/or around the rocks. The synthetic rocks may be provided in mesh bags to facilitate placement in a water drainage trench.

Abstract: A leaching chamber having an arch-shaped cross-section, a pair of contiguously molded, opposing end walls, and alternating peak and valley corrugations along its length, is provided interior chambers and fluid communication openings along the base on each extending side of the chamber. Formed within the chamber at locations corresponding to each peak corrugation, an inner wall is attached to an interior surface and extends substantially within the peak corrugation to the base of the chamber. An aperture is formed in both the inner wall and in the opposing outer wall of the chamber, enabling fluid communication through the interior chamber—and thus into and out from the interior of the leaching chamber itself.

Abstract: Disclosed is a fertilization system that finds particular use within a paved surface. The invention allows the root structure of a plant or tree to be hydrated and fertilized by way of an expansible and configurable trough and grate assembly. The trough includes a number of different components that fit together with a tongue and groove interconnection. The trough includes drainage apertures that allow water to run through the grate and into an associated fertilization pit.

Abstract: A subsurface drainage assembly for directing fluid drainage from a surface is disclosed. The subsurface drainage assembly includes a plurality of drain structure panels linked together in a manner that permits movement of one drain structure panel relative to the adjacent drain structure panel. The drain structure panels have a laterally extensive backing grid and a plurality of spaced apart tubular support members projecting therefrom. The tubular support members have at least one fluid flow opening formed through a sidewall so as to intersect a second end of the tubular support members at two rounded corners. The tubular support members are tapered so that the tubular support members are nestable with the tubular support members of an identical drain structure panel when the drain structure panels are stacked.

Abstract: A modular or integral appendage for a septic collection housing having a first section for connected to a lateral side of the housing with the first section having a number of apertures thereon. The first section has a first area. The lateral side of the housing has a second area. The first area is greater than the second area for increased drainage and thus adds capacity to the housing. The second area having a plurality of protuberances thereon.

Abstract: A device 10 for disbursing underground a liquid discharged from a sump pump 8 includes an underground liquid disbursing conduit 12 secured to a vertical conduit 14 extending upward from the underground liquid disbursing conduit 12 to a connector conduit 16, a bypass member or discharge conduit 18 secured to an upper portion 20 of the connector conduit 16, the bypass member 18 allowing liquid to be discharged above ground in the event the underground liquid disbursing conduit 12 or the vertical extending conduit 14 become plugged, and a means for directing liquid flow from the sump pump 8 to the conduit connector 16.

Abstract: A continuous curve arch shape cross section corrugated injection molded thermoplastic chamber is provided and includes a body having a multiplicity of peak and valley corrugations running along the curve of the arch shape, wherein the multiplicity includes opposing sidewalls, each having a foot, opposing chamber ends connected to the body, the ends shaped to form joints with the ends of like chambers, a multiplicity of sprues, within spaced apart valleys, at elevations intermediate the foot and apex of the chamber, wherein each sprue has a first runner running upwardly alone the valley in direction of the apex, and a second runner running downwardly along the valley toward the foot, a base runner connected to the bottom of the second runner, running lengthwise along the foot of the chamber; and at least one third runner connected to the base runner and running upwardly along a peak adjacent the valley.

Abstract: An agricultural crop freeze control method and apparatus that can be effectively used to prevent growing crops such as avocado and citrus crops from freeze damage. The apparatus includes an irrigation system within which one or more commercially available tankless water heaters are installed to controllably heat the water that is delivered to the crop.

Abstract: A subsurface drip wastewater disposal system and method are disclosed that eliminate the need for headworks, reduce the risk of damage to the system, and permit optimal pump sizing by simultaneously dosing, flushing the pipe network and flushing the filter. A tank and pump package provide effluent under pressure to the field piping network comprising a supply manifold, a return manifold, and a plurality of emitter lines. A discharge filter that is capable of simultaneous filtering and flushing is provided on the discharge line, and a first flow restrictor is provided on the filter flush return line. Effluent is discharged at a rate and pressure that permits simultaneous pipe flushing and dosing, with the return manifold returning to the tank through a field return line having a second flow restrictor. The size of the first and second flow restrictors is selected to provide the desired flow splits.

Abstract: According to the present invention, an irrigation system pipe system 10 for aerating and watering a tract of land includes a first irrigation pipe section 14 having first and second isolated flow channels 34, 36, extending between the inlet and outlet ends 14a, 14b of the pipe section 14, the second flow channel 36 having a plurality of openings formed therethrough; a second irrigation pipe section 14? having first and second Isolated flow channels 34?, 36?, extending between the inlet and outlet ends 14a?, 14b? of the pipe section 14?, the second flow channel 36? having a plurality of openings 38 formed therethrough; and coupling means 16 for interconnecting the first and second irrigation pipe sections 14, 14? so that water flowing through the first flow channels 34,34? and through the second flow channels 36, 36? can flow between the first and second flow channels of the first and second irrigation pipe sections.

Abstract: A stormwater pollution management apparatus for a stormwater basin including a water intake assembly having a first end and a second end generally aligned along an axis and includes a hollow inverted T-shaped connector. A horizontal intake projects in a first direction from one side of the T-shaped connector toward the first end of the water intake assembly. The axially elongated intake defines a series of openings along the length and about the periphery thereof. An outlet projects in a second direction from a second side of the T-shaped connector toward the second end of the water intake assembly. A wrapper extends along and about the generally horizontal intake for creating an energy differential between the sediment water flowing into the water intake assembly and the water in the basin thereby affecting separation of particulate sediment from the water flowing into the water intake assembly. A hollow riser extends upwardly from the connector.

Abstract: A method and device for inserting a drainage wick into the ground wherein the method includes the steps of: threading a drainage wick through an inserting tube; fixing a portion of a tie to the lower end of the drainage wick; fixing an anchorage component to another portion of said tie, where said tie is loose between the drainage wick lower end and the anchorage component when the anchorage component contacts the inserting tube lower end; driving a anchorage component, the drainage wick and the inserting tube downwardly into the ground; pulling up the inserting tube and the drainage wick, whereby said anchorage component is permitted to remain in the ground; and further pulling up the inserting tube whereby the anchorage component and the drainage wick are permitted to remain in the ground.

Abstract: A continuous curve arch shape cross section leaching chamber made of molded thermoplastic has closely spaced corrugations and sidewalls, portions of which are perforated with horizontal slots. Either or both of the slot height and the local wall thickness of the sidewall portion which defines the slots may vary with slot elevation from the base. The chambers are free of interior and exterior strengthening ribs. They provide high interior storage volume and high leaching area in combination with low mass or weight of plastic material. An exemplary 34 inch wide chamber has more than 1.5 cubic feet of water storage volume per foot, less than 4 pounds weight of thermoplastic material per foot, and at least 30 square inches of slot-provided leaching area per foot.

Abstract: A method for the stabilization of slopes and/or terrain which are unstable or subject to landslides, by inserting drainage devices. A vertical shaft with a concrete lining or a microtunnel (1) is constructed and an automatic drilling unit (8) is position therein. The drilling unit has at least one drilling head (6), a magazine of rods (11), and robotic devices able to pick up the rods (12) from the magazine and take them to the drilling head, the rods (12) being constituted by the drainage pipes (5); the head is controlled to perform drilling operations, with simultaneous laying of the drainage pipe. The drainage pipes are constituted by a tubular steel element, whose walls contain holes which house a microfiltration valve filled with water-soluble material to prevent the passages from becoming obstructed during drilling; when the pipe has been laid, the water-soluble material dissolves, thus cleaning the passages.

Abstract: Drainage apparatuses and methods for their assembly, the drainage apparatuses comprising inter-related connectors and couplings to improve standardized assembly, and improve installation and system performance.

Abstract: A subsurface drip wastewater disposal system and method are disclosed that eliminate the need for headworks, reduce the risk of damage to the system, and permit optimal pump sizing by simultaneously dosing, flushing the pipe network and flushing the filter. A tank and pump package provide effluent under pressure to the field piping network comprising a supply manifold, a return manifold, and a plurality of emitter lines. A discharge filter that is capable of simultaneous filtering and flushing is provided on the discharge line, and a first flow restrictor is provided on the filter flush return line. Effluent is discharged at a rate and pressure that permits simultaneous pipe flushing and dosing, with the return manifold returning to the tank through a field return line having a second flow restrictor. The size of the first and second flow restrictors is selected to provide the desired flow splits.

Abstract: An irrigating & draining apparatus comprises an outer pipe with a plurality of outer-wall irrigating & draining holes. A main waterway is residing inside said outer pipe, wherein a wall of said main waterway comprises a plurality of inner-wall irrigating & draining holes locating in a position higher than said outer-wall irrigation & drainage holes. In comparison with existing technology, this irrigating & draining apparatus will not drive vast number of sand and earth grains into irrigation & drainage holes, which avoids clog.

Abstract: A tile for a synthetic grass system having a top surface with a plurality of trusses, a bottom surface with a plurality of legs extending therefrom. The trusses intersect and form apertures. The top surface has a plurality of sections which are hingedly attached to adjacent sections with expansion members.

Abstract: A continuous curve arch shape cross section leaching chamber made of molded thermoplastic has closely spaced corrugations and sidewalls, portions of which are perforated with horizontal slots. Either or both of the slot height and the local wall thickness which defines the slots may vary with slot elevation from the base, so that a perforated sidewall configuration is achieved which resists entry of surrounding soil.

Abstract: A leach field form comprising: a container with an open bottom and an open top, and four exterior walls of a first height, and at least one interior wall; at least one geonet volume with an open bottom and an open top located in the container; at least one granular volume with an open bottom and an open top located in the container; and where any of the at least one geonet volumes is separated from any adjacent granular volume by an interior wall. A method of making a leach field using a leach field form comprising: digging a trench; placing a leach field form in the trench; backfilling the trench, allowing backfill to fill any granular volumes in the form; inserting geonet into geonet volume located in the form; and removing the form from the trench.

Abstract: An adjustable coupler is disclosed for interconnecting leaching chambers to create a serpentine pathway for a leaching field. A coupler can connect a first leaching chamber and a second leaching chamber. The coupler can comprise a mating feature and an adjustment feature. The mating feature can be used to mate the coupler between the first leaching chamber and the second leaching chamber. The mating feature can include a swivel connector matable to an end of one of the chambers. The adjustment feature can adjust the angle between the first chamber and the second chamber between a range of angles. The adjustment feature can include a swivel connector. The range of angles can be particularly chosen to be about 45°. More particularly, the range of angles can be about 22.5° in either the clockwise or counter-clockwise direction.

Abstract: A system and method for conditioning turf at of one or more golf course areas includes an aeration subsystem having subsurface aeration conduits for aerating the area, and an air blower unit in fluid communication with the aeration conduits configured to provide one of a vacuum in a vacuum mode and air under pressure in a pressure mode in the conduits. A control module is provided which responds to a directive for controlling operation of the aeration subsystem in response to sensing environmental parameters. The control module operates the blower in repetitive cycles of intermittent operation in one of the vacuum mode and pressure mode wherein each cycles includes a blower-on and blower-off mode. The blower-on mode operates the blower units for a first time interval and the blower-off mode ceases operation of the blower units for a second time interval during each cycle.

Abstract: A system to improve water distribution within a septic system drain field and in turn maximizing the efficiency of the water drainage while reducing maintenance and repair costs through the employment of a plurality of substantially parallel leeching lines in communication with a septic tank that feeds effluence thereto through a first header pipe and having a second header pipe on the opposing ends to maintain the functionality of the leeching line in the event of a clog.

Abstract: A frame for retaining a grate over a trench for directing storm water to subterranean basins includes a frame that is embedded in the concrete surrounding the trench. The frame includes a vertical support that is sized and dimensioned to abut the pavement wall of the trench, and a horizontal flange extending from the vertical support to support a grate. The horizontal flange and grate each include a plurality of apertures that are configured to be aligned to receive coupling devices for securing the grate to the frame. A chute is positioned beneath each aperture in the frame to direct debris from the aperture to the trench.

Abstract: A ornamental planting landscape irrigation distribution and reservoir product and method ecosystem employing a substantially continuous panel on the soil surface on which ornamental landscape plantings is placed or produced, the panel having a primary, lateral water distribution structure which distributes water from a water charging inlet through the lateral area to the panel periphery, where it is restrained, the primary water distribution structure being such that when filled with water or completely submerged in water air is trapped by the gaps and spaces of the material for ornamental landscape plant usage.

Abstract: A water collection and storage assembly for dispersion of water comprises a half pipe assembly comprising at least one half pipe having an inlet, an outlet, a top, a bottom, a corrugated exterior comprising alternating ribs and valleys, and at least one side port positioned above the bottom of the half pipe, and a sleeve positioned in an installed position within the half pipe and defining a smooth interior, wherein the sleeve extends from the bottom of the half pipe to a height less than the at least one side port. The half pipe assembly can define a chamber and the sleeve has a dimple which extends into the chamber. The sleeve can have an opening which allows projections of the port hole to extend through the opening and into the chamber.

Abstract: A continuous curve arch shape cross section leaching chamber made of molded thermoplastic has closely spaced corrugations and sidewalls, portions of which are perforated with horizontal slots. Either or both of the slot height and the local wall thickness which defines the slots may vary with slot elevation from the base, so that a perforated sidewall configuration is achieved which resists entry of surrounding soil. In one embodiment, the slotted sidewall has slots with all the same slot openings and the wall thickness decreases with elevation.

Abstract: A water collection system.

Abstract: A modular appendage for a septic gallery has a first modular section for connection to a lateral side of the gallery with the first modular section having a number of apertures thereon. The first modular section has a first area. The lateral side of the septic gallery has a second area. The first area is greater than the second area for increased drainage and thus adds capacity to the gallery.

Abstract: A fluid injection and removal system to inject or remove fluids from a landfill or contaminated area. The system allows for treatment of waste in the landfill or the contaminated area. The fluid injection and removal system includes a permeable layer and at least one perforated pipe. The permeable layer enables essentially uniform distribution of the fluid into the underlying waste or contaminated area. The fluid injection and removal system can be combined with a leachate collection system to create a leachate recirculation system for use in a landfill. The leachate collection system includes at least one perforated collection pipe embedded in a drainage layer. Sensors can be provided in the permeable layer to enable the change in the physical characteristics of the waste adjacent the permeable layer to be monitored.