Abstract: Apparatus for receiving and dispersing stormwater beneath the earth surface is comprised of an array of chambers, preferably having arch shape cross section, buried in crushed stone. Surface stormwater flows first through a diverter, then into a solids retention subsystem (SRS), and then into the array of chambers, which is spaced apart in the stone from the SRS. The SRS chambers are layered with geotextile or other filtering media. Solids entrained in the stormwater are retained in the SRS by a combination of settling and filtering actions. If the stormwater inflow exceeds the capacity of the SRS, the water level rises in the diverter to the point where it flows through a bypass line, directly to the chambers of the array.

Abstract: A trench drain filtration system having a filter body dimensioned to fit within a trench drain forming a trough or reservoir obstructing at least a portion of the trench drain. The filter body is supported by a filter body support dimensioned to cooperatively engage with the trench drain and with the filter body to substantially maintain said filter body in a pre-selected position within the inlet. One or more connectors removably connect the filter body to the filter body support.

Abstract: A planting assembly (10) including a flexible trough member (12) which may selectively form a plurality of members which may be then selectively interconnected in any desired manner.

Abstract: A method of making a golf course green drainage system and the system made from the process which includes forming a drainage system field in a golf course green and coupling a drain pipe to the drain field for channeling water collected from the drain field. The process includes selecting a filter system having an inlet and a discharge for filtering water from the golf course green drainage field and placing the selected filter underground remotely from the golf course green and connecting the drain pipe thereto. The filter system discharge is connected to a retention pond so that water collected on a golf course green drainage field is filtered prior to being fed into the retention pond. The process includes selecting a filter having a housing and a hydrocarbon absorbent filter medium therein having a filter screen covering over the hydrocarbon absorbent medium and having a water deflector adjacent the inlet.

Abstract: A catch basin filtration system is disclosed. A filter body is dimensioned to fit within an drain inlet forming a trough obstructing at least a portion of the inlet. The filter body is supported by a filter body support dimensioned to cooperatively engage with the interior walls of the inlet and with the filter body to substantially maintain said filter body in a pre-selected shape and position within the inlet. One or more connectors removably connect the filter body to the filter body support.

Abstract: A leach field of a sewage system is dewatered, to restore its function when it is at or near failure. In various embodiments, water is withdrawn from the points in the leach field, preferably from the conduits, by means of suction or sub-atmospheric pressure. As water is drawn from the soil, air from the atmosphere or from an air mover enters resultant spaces in the soil, to restore the influence zone and better treat waste water. Forced air flow is used to fissure the soil, to aid dewatering, and separately, to restore the leach field.

Abstract: An environmental water resource recycling system of the invention comprises pluralities of drainpipes units, which includes pluralities of drainpipes engaged in pluralities of holder holes formed by coupled frame strips, and sealing lids covering the opening at one end of the drainpipes. An instant water-absorbing sand layer is applied on the soil layer exposed on the ground surface before inserting the lower end of the drainpipes held in the drainpipe unit into the sand layer. Concrete is poured onto the ground to be constructed such that the concrete can integrally cover the drainpipe units. The sealing lids can be removed from the openings on the upper end of the drainpipes after the concrete is solidified, thereby accomplishing a permeable paving and instantly draining the rain on the permeable paving to the sand layer and further to the underground for being recycled as water resource for further utilization.

Abstract: An improved system is provided for preventing erosion of a bluff or hillside having a face extending between a toe at a bottom thereof and a crest at a top surface thereof, a water saturated zone extending rearwardly from the face, and a failure shear plane. The bluff or hillside is subject to excess water accumulation contributing to land mass degradation. The invention is improved by at least one drain member or wicking drain positioned behind the failure shear plane and extending downwardly and forwardly only along a single radius towards the face of the bluff and through the water saturated zone between the top surface of the bluff and the face of the bluff for the purpose of controlling drainage of the excess water accumulation. The drain member or wicking drain is installed from the top surface of the bluff or hillside so as not to impair the structural integrity and cause land mass degradation of the face thereof.

Abstract: A water quality apparatus and system utilized in permanent extended dry detention basins having an outlet control structure vertically mounted within a basin and a semi-round pipe (typically including gravel) attached to the forward edge. Typically, in this type of structure, debris flows over the top of the pipe and clogs the semi-round pipe and its outlet into the outlet control structure. The water quality apparatus is typically a pipe fixture having an outlet end that fits into the control structure and an inlet end comprising several perforated pipes (forming a series of holes) that protrude into the semi-round pipe. The holes allow the water to flow into the piping system and discourage any debris from flowing into the piping system and clogging it. As water flows through the gravel and into the perforated pipe, water can drain into the water quality apparatus and through the outlet control structure.

Abstract: A collapse tolerant flexible pipe and method of manufacturing same according to which an inner tubular layer is provided within an outer tubular layer in a coaxial relationship thereto. The inner layer maintains the maximum allowable strain on the outer layer below a value that will cause damage to the outer layer when the pipe collapses.

Abstract: A drainage system is provided for a synthetic grass turf assembly having a flexible and water permeable sheet backing for installation on a supporting soil substrate to provide a game playing surface. The draining system of the present invention prevents water from accumulating on the turf surface, which could cause the top-dressing layer to “float” and be moved by inundation. The draining system of the present invention includes a spacing grid disposed between the backing of the turf. The spacing grid is structured to permit water not only to be drained vertically through the spacing grid, but also to be drained horizontally through the spacing grid to the edges of the field. The spacing grid is made from one or more types of geotextile or plastics material with an adequate flexibility to improve the impact absorption capabilities and resilience of the synthetic grass turf assembly.

Abstract: A catch basin filtration system is disclosed. A filter body is dimensioned to fit within a drain inlet forming a trough or reservoir obstructing at least a portion of the inlet. The filter body is supported by a filter body support dimensioned to cooperatively engage with the interior walls of the inlet and with the filter body to substantially maintain said filter body in a pre-selected shape and position within the inlet. One or more connectors removably connect the filter body to the filter body support. One or more adjustable high fluid flow bypasses prevent the system from backing up and flooding surrounding areas during periods of high fluid flow.

Abstract: A method and material for preventing erosion and maintaining playability of golf course sand bunkers. A geotextile liner is formed of two water-permeable layers. A first non-woven layer of randomly-aligned, synthetic fibers is configured and adapted to maintain sand in place within a sand bunker. A second backing layer formed of spunbond synthetic fiber is impervious to sand and configured and adapted to prevent downward migration of sand through the liner, while also preventing the upward migration of weeds, rocks and other contaminants that hinder the playability of the sand bunker. The backing layer also permits seams between adjacent sections of the liner to be joined by staples that penetrate the second layer but do not penetrate the native soil. Sections of the liner are laid within an unfilled sand bunker, and cut to fit the contours of the bunker as necessary.

Abstract: A system using pre-molded polyethylene galleries, utilized for septic or storm water applications, to facilitate rapid and even distribution of effluent and particles across the gallery installation when utilized as a septic system, or minimizes the resistance to storm water flow when used to dissipate storm water runoff.

Abstract: A subsurface wastewater infiltration system including a subsurface dripline enclosed within a porous medium or chamber providing storage volume around the dripline. The porous medium or chamber may be covered with a geotextile or filter material and sealed at dripline inlet and outlet to prevent soil intrusion. The chamber illustratively contains access openings to the ground surface allowing inspection and maintenance of the disposal system without excavation. The access openings provide air recirculation within the disposal system for proper operation and treatment of the effluent.

Abstract: An effluent distribution assembly for use with a sewage disposal system, the assembly comprising a polishing pipe having a cylindrical shaped wall where a horizontal diameter separates the polishing pipe into a top half and a bottom half, an inlet at a first end and an outlet at a second end, and a plurality of holes formed therethrough the wall of said top hal; a plurality of receiver pipes placed in a same row as the polishing pipe, each receiver pipe having a cylindrical shaped wall, an inlet at a first end and an outlet at a second end, and a plurality of holes formed therethrough the wall; and a protective covering on a top and sides of the assembly.

Abstract: An apparatus for constructing a removable surface includes a plurality of rolls of composite drainage material with overlapped edges. The composite drainage material comprises a layer of a polymeric open mesh core between first and second layers of a non-woven geo-textile fabric having a fibrous outer surface. A closure member secures overlapping edges. The closure member comprises at least one surface of hooks that engages the fibrous outer surface of the fabric to form a hook and loop closure to secure sections of the overlapping longitudinal edge portions together. A method of constructing the removable surface is also provided.

Abstract: A moisture shedding system for hollow boom (30) is disclosed. The system has at least one drainage aperture (38) in or adjacent a lower wall of the boom and a fluid director (45) is associated with the aperture for directing fluid on the inner surface of the lower wall to the aperture to allow fluid to be drained from the boom.

Abstract: A dispersal field for a wastewater treatment system of the type used in conjunction with a septic tank, the dispersal field including multiple conduits, each conduit having at least one discharge opening. The configuration of each conduit and the size and position of the discharge openings causes wastewater flowing into the conduits to stand in each of the conduits below the level of the discharge openings until it has a BOD of less than about 125 mg/l.

Abstract: A passive system for effectively removing excess water from a soil profile. The system includes an array of fibrous capillary drains inserted at regular intervals into the soil profile. These capillary drains traverse one of more of the layers of the soil profile. Typically, the soil profile in question includes a root zone and a gravel layer beneath the root zone, and the capillary drains provide a continuous porous pathway of capillary pores extending from the lower reaches of the root zone through the gravel layer. The capillary drains themselves may be constructed from fiberglass rope, fiberglass tape, or a contained column of sand or similar particulate matter.

Abstract: A drainage system for a structure which does not utilize gutters and/or downspouts is disclosed. The drainage system is comprised of a trough, a plurality of interconnected conduits received within the trough, a frame member received on the plurality of interconnected conduits and a grate member received on the frame member. The drainage system is installed directly under the eaves of the structure where gutters would typically be installed. Rain water and/or melted snow drips from the eaves and passes through openings between adjacent slats in the grate member into the plurality of interconnected conduits for passage therethrough to a pond or a storm sewer system. In this manner, the drainage system for the exterior of the structure does not require the use of gutters.

Abstract: A waste collection site having a fluid distribution structure, and the structure and related method, the structure including a geocomposite for placement on and between levels of collected waste and at least one pipe extending up from the geocomposite and adapted to receive the fluid from horizontally extending feeder headers. The permeable material includes a spacing layer between top and bottom layers, and a discharge manifold at the bottom of the pipe discharges the fluid between the top and bottom layers. The bottom layer has a flow rate FB of fluid therethrough and the top layer has a flow rate FT, where FB<FT, and the spacing layer maintains a space between the top and layers to permit flow of fluid therein to distribute the fluid.

Abstract: A liquid dispensing chamber for use with a drainage system for gathering and dispensing liquids to the ground is disclosed, which includes an elongated wall body having a generally arch-shaped cross-sectional configuration with a top wall portion and a pair of side wall portions thereby defining an enlarged enclosure therein, the elongated wall body including a first end portion and a second end portion, at least one of the end portions defining therein an axial opening to allow axial flow of liquids there-through, a plurality of circumferential reinforcing members disposed along the circumference of the elongated wall body for reinforcing structural strength thereof, and at least one side desk member disposed at least a location in the side wall portions of the elongated wall body. The at least one side deck member selectively includes a lateral opening therein for connecting a connection conduct thereto. Liquid drainage systems utilizing the liquid dispensing chambers of the invention is also disclosed.

Abstract: A securing device for a drainage channel with a channel body, including a cover that can be set onto an upper edge of the channel body. At least two recesses are situated substantially opposite one another in the inner surfaces of the side walls of the channel body. At least one traversing element in the form of an elongated, profiled plate, can be set into the recesses by way of its opposed ends in such a way that it is within the channel and substantially perpendicular to the long axis thereof, and which is provided with a locking element at at least one of its two longitudinal ends. The locking element is an exchangeable, recesses by way of its opposed ends in such a way that it is within the channel and substantially perpendicular to the long axis thereof, and which is provided with a locking element at at least one of its two longitudinal ends.

Abstract: A drainage structure having perforated parallel top and bottom plates separated by spacer members. A web joins adjacent spacer members and has a curved profile such that water spilling over the web does so, at a varying velocity profile to increase oxygenation of the water. This drainage structure can also be filled with good drainage soil and planted with grass to filter and retain water that passes therethrough, with a layer of filter medium below and a water permeable drain below the filter medium, to transport water into the substrate and into a reticulation tank where the water can percolate back into the soil.

Abstract: A myriad of permutations of void-maintaining membrane laminates are provided. Laminates of the invention are particularly useful for providing high performance drainage within layered paved structures such as highways, airport runways and parking lots. Void-maintaining laminates of the invention comprise compression elements that are shaped, adapted and arranged to cooperate with base and upper layers such that superior flow capacities are attained through their void spaces, channels and paths, even under pressures in excess of 5,000 lbs per square inch.

Abstract: This Invention relates to a soil infiltration irrigation system, which consists primarily of a water feeding pipeline, an air relieving pipeline and multiple water permeable storage containers that are pressure resistant. Each container comprises at least two components, which are coupled properly to shut out sand and dirt. The top component has a water feeding pipe connector and an air relieving pipe connector. The said connectors are connected respectively to the water feeding pipe and the air relieving pipe by means of adapters. The two pipes are in turn connected by means of hetero-diameter adapters to branch pipes leading to the main water feeding pipeline and the main air relieving pipeline. Thus, a system of two parallel pipelines is formed. The said multiple containers are either water permeable vats or combinations of water permeable vats and double-layer water permeable vats. The system may also include two-way air relieving and water shut-off valves.

Abstract: A system component, method of using, manufacturing and installing such, which facilities both the aerating of compost and the draining of liquid formed therein, utilizing a Especially formed component having an extruded longitudinal projection with a surface in which holes may be formed therein after embedding, in a concrete floor, with the surface and holes substantially level in the concrete floor so that fluids may readily either enter or exit through the holes in the component. When connected to an appropriate collection of peripheral supporting equipment, accordingly a set of such components can be utilized to create an efficient composting facility which permits fluids, typically air, to be easily forced into or out from compost residing thereon and excess effluent, typically liquid, which may be contained within the composting material to easily drain therefrom.

Abstract: A system using pre-molded polyethylene galleries, utilized for septic or storm water applications, to facilitate rapid and even distribution of effluent and particles across the gallery installation when utilized as a septic system, or minimizes the resistance to storm water flow when used to dissipate storm water runoff.

Abstract: An EKG structure comprising geosynthetic material associated with at least one conducting element wherein the structure comprises at least one core element substantially enclosed by at least one sheath, one or both comprising the geosynthetic material; the use thereof as an electrode, a method for treating substrate with the EKG structure, the treated substance obtained thereby

Abstract: A structural module comprises a rigid cell including two substantially parallel planar members, each of which defines an ordered array of circular apertures with a series of columns disposed substantially normally to the two parallel surfaces retaining the two members in a fixed spaced relationship from each other. Male interlocking means which are integral with the module project from two adjacent side edges of the module. Female interlocking means are defined the other two adjacent side edges. The modules can be secured together in side edge to side edge relation, in which relationship the male locking means from a first module engage in a female locking means of a second module.

Abstract: The performance of a leach field in processing waste water is maintained or improved by a control system in which one or more selected parameter in a waste water conduit, or in the influence zone of the conduit, is measured, compared to a set point(s), and one or more variable is manipulated. For example, gas composition, gas pressure, water level and water content are measured; waste water flow, heating, air flow and air composition are changed. In one mode of operation the manipulated variable is qualitatively different from the parameter being measured.

Abstract: A dimpled drain board is disclosed which includes a dimpled drain board comprising a planar base having a first surface and second surface and a multiplicity of hollow dimples arranged in a repeating pattern extending perpendicularly from said first surface of said base. A connector operatively engages to one or more of said hollow dimples of said dimpled drain board and is used to connect devices such as a pipe, footing drain, sheet protector, perforated board, finish board, and insulation board, operatively engaged to one of more of said hollow dimples by said connector.

Abstract: A stormwater receiving assembly for processing stormwater containing suspended particulate matter includes a dispensing chamber and an underlying accumulating accessory. The dispensing chamber is fabricated of thin-walled plastic contoured as a corrugated wall horizontally elongated between inlet and exit ends and having an arched cross-sectional shape with upwardly directed peak and spaced apart parallel lowermost edge extremities defining an open bottom. A circular portal is located in the peak of the chamber. The accumulating accessory has a compartment bounded by sidewall structure elongated upon a vertical axis between upper and lower extremities, and is positioned below the dispensing chamber such that the portal of the dispensing chamber is in centered vertical alignment with the lower extremity of the compartment of the accumulating accessory.

Abstract: The present invention is an economical and easily installed irrigation system for agricultural products covering large areas. The invention comprises top and bottom layers of geosynthetic material having a non-cohesive, porous material between the layers. A water distribution system is also placed between the layers. This system can be placed directly on the area to be irrigated without digging a trench or hole. Agricultural products, such as turf or row crops, are placed with top soil directly on the system.

Abstract: An economical, efficient, practical and easy-to-use modular drainage unit capable of efficiently collecting and evacuating drainage water and designed to provide a global solution for producing a very simple drainage process. The modular drainage unit (1) is characterized in that it comprises an elongated body (2), traversed by a longitudinal collecting conduit (3), and comprising flow passages (5) opening on the peripheral walls of the body (2) and emerging into the conduit (3), the flow passages (5) being arranged to enable drainage water to circulate by gravity towards the collecting conduit (3), and it comprises connecting method (6) designed to assemble two successive drainage units (1) and further comprises an outer water permeable casing (7) to trap soil. The invention is useful for draining grounds in general and around buildings.

Abstract: A pre-assembled drainage line unit includes a flexible longitudinally extending perforated sleeve member and a loose aggregation of lightweight elements contained within the sleeve member. A pliable, water permeable barrier material extends along the sleeve member and overlies at least a portion of the aggregation to prevent the passage of solid materials, such as sand and dirt, into the aggregation.

Abstract: The present invention includes a pipe assembly for collecting water runoff. The pipe assembly includes a plurality of elongated primary pipes disposed in adjacent contact along their lengths. Each pair of adjacent elongated primary pipes define upper and lower elongated voids between adjacent pipe haunches and upper and lower imaginary planes tangential thereto. An elongated secondary pipe is disposed in each void in tangential contact along its length with the two adjacent elongated primary pipes defining the void. A material transversely encompasses the plurality of elongated primary pipes and elongated secondary pipes. The pipe assembly may be used in a water storage system and methods for installing such a system. The pipe assembly may also be used in a method for collecting surface water. The pipe assembly may be used in a system for use in a water flow path.

Abstract: A leaching chamber is configured to be coupled in series to another such leaching chamber located forward of the chamber and to yet another such leaching chamber located rearward of said leaching chamber. The leaching chamber comprises a conduit extending about an axis to define an axially extending cavity. The conduit includes an axially front section having an overlying wall and a rear section having an underlying wall. The overlying wall is configured to overlie the underlying wall of the forward chamber when the chambers are coupled together. The underlying wall is configured to underlie an overlying wall of the rearward chamber when said chambers are coupled together. A projection extends from the front section of the conduit. A pocket is located at the rear section of the conduit. The projection is configured to be received by the pocket of the front chamber, and the pocket is configured to receive the projection of the rear chamber.

Abstract: A leaching chamber is configured to be coupled in series to another such leaching chamber located forward of the chamber and to yet another such leaching chamber located rearward of said leaching chamber. The leaching chamber comprises a conduit extending about an axis to define an axially extending cavity. The conduit includes an axially front section having an overlying wall and a rear section having an underlying wall. The overlying wall is configured to overlie the underlying wall of the forward chamber when the chambers are coupled together. The underlying wall is configured to underlie an overlying wall of the rearward chamber when said chambers are coupled together. A projection extends from the front section of the conduit. A pocket is located at the rear section of the conduit. The projection is configured to be received by the pocket of the front chamber, and the pocket is configured to receive the projection of the rear chamber.

Abstract: Improved drip pipelines that comprise a pipe with bores created therein for dispensing water to the soil, and a layer pervious to water applied to the pipe, such as fabric sleeve, a metal spiral sleeve to screen the bores. The pervious layer screens the surface of the segments of the pipeline wherein a bore or bores have been drilled.

Abstract: A drainage support/diverter system for use in connection with a perforated pipe drainage system within a drainage trench, comprising a number of drainage support/diverters that create impermeable barriers to moisture flow along the length of the trench outside the perforated pipe, such drainage support/diverters are positioned upon intervals along the drainage trench with their lower ends placed to a depth at least as deep as lowest depth of the drainage trench where each drainage support/diverter is placed, extend laterally at least as wide as the widest point of the drainage trench where each drainage support/diverter is placed and are formed at their upper ends with a recess corresponding to a portion of the diameter of the perforated pipe such that moisture outside the perforated pipe is forced to enter the perforated pipe at the point of each drainage support/diverter.

Abstract: A foundation protector for a foundation wall prevents moisture being retained in the foundation wall and also provides drainage for surface water so that water does not rest against the surface of the foundation wall. The foundation protector has a smooth exterior surface so that it remains attached to the foundation if earth subsidence occurs. The foundation protector includes a waterproof dimpled sheet with spaced-apart protrusions and an outer waterproof membrane which covers recesses formed by the protrusions and provides a substantially smooth exterior surface.

Abstract: The drainage element is constructed of loose fill elements within a container of mesh construction. The loose fill elements are disposed in unconnected relation to each other so as to be able to migrate within the container. The openings of the mesh container allow water to pass through while retaining the loose fill elements in place.

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.

Abstract: An underground irrigation system which supplies beneath the surface of the soil under or near the roots of a growing crop, water infused with micro bubbles of gas (usually air). A mixer/injector injects and mixes gas into water to form a mixed stream that flows from a header into a plurality of branches. The mixed stream emits from the branches. An air bleed releases gas from the system which has separated from the mixed stream.

Abstract: A drainage channel is provided that includes a conduit defining a lengthwise extending opening and an inlet defining a passageway in fluid communication with the opening. The inlet may have an exterior surface that defines a plurality of pockets spaced apart in the lengthwise direction. Concrete or another hardenable composition may fill these pockets to secure the inlet in position. The drainage channel may also include at least one saddle for supporting the conduit and an engagement member for preventing relative rotation between the conduit and the saddle. The saddle may extend about a majority of the conduit. In this regard, the saddle may include a base and a pair of upstanding arms extending outwardly therefrom. The arms are disposed on opposite sides of the conduit and converge thereabout so as to engage the conduit and prevent the conduit from floating as concrete or another hardenable composition is poured thereabout.

Abstract: Disclosed is a system for filtering and distributing fluids to the subterranean soil environment. The system includes spaced core sheets that are typically partially enveloped with fluid permeable fabric. In one embodiment the core sheets are arranged in an alternating wide and narrow configuration. Fluid is transferred from a pipe to the core sheet edges and travels along the core sheets and through the fabric into the subsurface environment. In another embodiment a transfer sheet is provided adjacent at least some of the core sheet edges. Fluid is transferred from a pipe to the transfer sheet for subsequent distribution to the core sheet edges for travel along the core sheets and through the fabric into the subsurface environment.

Abstract: Numerous embodiments of a synthetic drainable base course (“SDBC”), and paved structures that may advantageously include an SDBC, are provided. As a key advantage of SDBC's according to the invention, they are of sufficient capacities and structural strength to be used within layered paved structures such as highways, airport runways and parking lots, to provide drainage superior to that afforded by conventional means and methods involving the use of open graded base courses that are typically formed of natural soils and aggregate and are extremely expensive to install. The invention includes means and methods that use conventional heavy equipment for installing an SDBC during the construction of a roadway or other paved surface.

Abstract: A water-impervious, non-biodegradable, unitary drainage device with multi-directional rollup capability. The invention features a monolithic “sandwich” construction consisting of planar top and base sheets, set apart by an array of supports that are disposed between and integrally joined to the sheets. Selective and off-set through-cuts, in the top and bottom sheets, impart to the invention the multi-dimensional rollup capability. Rods, optionally hollow, are used as splines to connect two or more of the devices, so that their internal drain channels are in an efficient confluent alignment.