US20140251460A1 - Wastewater Overflow Prevention System - Google Patents

Wastewater Overflow Prevention System Download PDF

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Publication number
US20140251460A1
US20140251460A1 US13/792,816 US201313792816A US2014251460A1 US 20140251460 A1 US20140251460 A1 US 20140251460A1 US 201313792816 A US201313792816 A US 201313792816A US 2014251460 A1 US2014251460 A1 US 2014251460A1
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Prior art keywords
wastewater
overflow
receptacle
conduit
extending
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Abandoned
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US13/792,816
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Gregory Sassaman
Bryan Sassaman
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Individual
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Individual
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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F7/00Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
    • E03F7/02Shut-off devices
    • E03F7/04Valves for preventing return flow
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F1/00Methods, systems, or installations for draining-off sewage or storm water
    • E03F1/002Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/02Arrangement of sewer pipe-lines or pipe-line systems
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F2201/00Details, devices or methods not otherwise provided for
    • E03F2201/40Means for indicating blockage in sewer systems
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T137/00Fluid handling
    • Y10T137/7722Line condition change responsive valves
    • Y10T137/7837Direct response valves [i.e., check valve type]
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T137/00Fluid handling
    • Y10T137/8158With indicator, register, recorder, alarm or inspection means

Definitions

  • the present invention relates to a home wastewater reversal and overflow prevention system and method that provide alternate wastewater routing in case of main sewer blockage as well as home detection and alert system for reversed wastewater overflow prevention. Its application is both in new construction (residential and commercial) as well as in retrofitting existing systems.
  • Restricted flow can occur in many places within the system, e.g., at the leaching pipes, at the distribution box, at the filter within the septic which block solids from exiting the tank, at the inlet pipe to the septic tank, as well as anywhere along the wastewater pipes. Regardless of where the restriction occurs, wastewater fills the piping eventually backing up into the building. Wastewater continues to back up until it reaches the lowest discharge point. In buildings without pipe openings in the basement, wastewater will discharge at the lowest point on the first level typically causing a toilet to overflow.
  • the established standard for septic systems are not equipped to detect flow restrictions nor contain an alarm to notify the building occupants that flow to the leach field/sewer is restricted or blocked.
  • wastewater fills the outlet pipes.
  • Undetected wastewater fills the waste pipes until the lowest level waste inlet point (opening) is reached.
  • Typical low points where sewage discharges are a washer waste pipe, a water softener waste pipe, a toilet or a sink. At this point, the waste is discharged into the building creating damage and an immediate health risk. In many situations the area affected by the discharge cannot be completely cleaned and dried creating the potential for long-term health problems including mold buildup.
  • a wastewater reversal and overflow prevention system incorporating three unique components that can all be implemented together or each one of them can be implemented independently. These components are an overflow conduit to remove waste water from building when the primary line is restricted, sensing probes in the overflow conduit to detect standing water which is an indicator of flow restriction, and a backflow preventer.
  • an overflow conduit consists of a substantially vertical section of piping that projects from the main sewer line and a substantially horizontal section that travels through the foundation wall and continues outside to the overflow leaching field.
  • the foundation is cored to place the overflow conduit above the main sewer line.
  • the overflow conduit can be run across wooden truss section of building wall.
  • the overflow conduit leads to an independent leaching system sector capturing overflow wastewater only.
  • the overflow conduit fills with wastewater where blockage of the main sewer line occurs only.
  • the substantially vertical section of the overflow conduit has a water sensor serving to detect rising wastewater level in the overflow conduit.
  • the sensor is connected to an alarm designed to signal whenever flow is restricted.
  • the advance notification provides a window of opportunity for corrective actions, i.e., turning off all sources of wastewater generation such as washing machine, water softener, toilets, sinks and tubs, and schedule service for the restricted or blocked discharge component, before sewage is discharged into the building.
  • a backflow preventer is located at the basement wastewater inlet. It consists of body piping section that accommodates a substantially spherical float, a porous, honeycombed, sieve-like or equivalent float seat that allows free water flow, and a gasket, all fitted between inlet and base piping of the wastewater inlet section.
  • the backflow preventer of the instant invention provides an open fluid path in the normal operation state and blocks fluid exit when wastewater rises in the discharge piping. In the open (regular operation state) position the float rests on the seat permitting wastewater from an appliance to enter the wastewater system.
  • FIG. 1 shows a conventional wastewater drainage system within a building
  • FIG. 2 shows a conventional wastewater leach field system.
  • FIG. 3 shows a new construction system of the present invention including overflow conduit outfitted with a backlog water detect probe and wastewater inlet with backflow preventer.
  • FIG. 4 presents advanced leach field system of the present invention.
  • FIG. 5 shows a retrofit construction system of the present invention including overflow conduit guided through the wooden truss section of building wall and outfitted with a backlog water detect probe, and wastewater inlet with backflow preventer.
  • FIG. 6 shows restricted flow alarm system flow chart.
  • FIG. 7 shows disassembled backflow preventer.
  • FIG. 8 shows cross-sectional view of backflow preventer parts in the regular, open flow position.
  • FIG. 1 there is disclosed a conventional wastewater drainage system within a building.
  • FIG. 2 there is disclosed a conventional wastewater leach filed system. Shown is the leach field 20 , a distribution box 28 , a septic tank 22 where wastewater flows through a wastewater pipe 24 past a building foundation 26 .
  • an overflow conduit consisting of a substantially vertical section of piping ( 6 ) that extends upward from the main sewer line ( 4 ), and a substantially horizontal section ( 7 ) that travels through the foundation wall and continues outside to a dedicated, separate overflow leaching field ( 8 ) shown in FIG. 4 or an overflow holding tank (not shown).
  • the foundation is cored to place the overflow conduit above the main sewer line.
  • Foundation coring can also be used for a retrofit of an existing system.
  • FIG. 5 shows another implementation for retrofit where foundation coring is cost prohibitive or impractical.
  • Such system has the overflow conduit that runs across wooden truss section of building wall. This alternative provides an overflow route without the cost of coring the foundation. All the overflow conduits described above lead to an independent leaching system sector that captures overflow wastewater only.
  • the substantially vertical section of the overflow conduit of both systems accommodates water sensor ( 9 ) serving to detect rising wastewater level in the overflow conduit.
  • the sensor is connected to a commercially available alarm system ( FIG. 6 ) designed to signal when flow is restricted.
  • the present invention can use any of the available alert system including but not limited to auditory signals, pager notification, internet messaging, text messaging as well as connection to building monitoring services like ADT.
  • This advance notification provides a window of opportunity to take corrective actions, i.e., turning off all sources of wastewater generation such as washing machine, water softener, toilets, sinks and tubs, and schedule service for the restricted or blocked discharge component, before sewage is discharged into the building.
  • a backflow preventer ( 10 ) is located at the basement wastewater inlet. It consists of body piping ( 11 ) section that accommodates a substantially spherical float ( 12 ), a porous, honeycombed or equivalent float seat ( 13 ), and a gasket ( 14 ), all fitted between inlet ( 15 ) and base piping ( 16 ) of the wastewater inlet section.
  • FIG. 7 shows the backflow preventer components in a disassembled disposition.
  • the backflow preventer of the instant invention provides an open fluid path in the normal operation state and blocks fluid exit when wastewater rises in the discharge piping. In the open (regular operation state) position, as in FIG. 8 , the float rests on the seat permitting wastewater from an appliance (washing machine, water softener, etc.) to enter the wastewater system providing an open path for wastewater to exit the building.
  • All the piping and conduits of the present invention are made of PVC or equivalent material known in the art.

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  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sink And Installation For Waste Water (AREA)

Abstract

The present invention is a reversed wastewater overflow prevention system that provides alternate wastewater routing in case of main sewer blockage as well as home detection and alert system of wastewater drainage problem. Its main components include a wastewater overflow conduit outfitted with an overflow water sensor that is connected to an alarm, and one or more wastewater backflow preventers. The system application is both in new construction, residential and commercial, as well as in retrofitting existing systems. When all the components are combined the system provides both an alternate route for reversed wastewater to exit the building wastewater drainage system into an overflow leaching field and an alert system that provides warning about a drainage system problem.

Description

    BACKGROUND OF THE INVENTION
  • 1. Field of the Invention
  • The present invention relates to a home wastewater reversal and overflow prevention system and method that provide alternate wastewater routing in case of main sewer blockage as well as home detection and alert system for reversed wastewater overflow prevention. Its application is both in new construction (residential and commercial) as well as in retrofitting existing systems.
  • 2. Description of Related Art Conventional household septic and sewer systems consist of a number of wastewater receptacles (such as toilets or wastewater inlets for basement appliances as in FIG. 1) positioned throughout a building structure and piping that goes through a foundation wall to an external leach system. The piping takes wastewater from a building to a septic tank where solids drop to the bottom and fluids, after rising to the level of distribution box piping, travel to the distribution box wherefrom effluent is redirected to, typically two to four, leach field lines as in FIG. 2.
  • Restricted flow can occur in many places within the system, e.g., at the leaching pipes, at the distribution box, at the filter within the septic which block solids from exiting the tank, at the inlet pipe to the septic tank, as well as anywhere along the wastewater pipes. Regardless of where the restriction occurs, wastewater fills the piping eventually backing up into the building. Wastewater continues to back up until it reaches the lowest discharge point. In buildings without pipe openings in the basement, wastewater will discharge at the lowest point on the first level typically causing a toilet to overflow.
  • The established standard for septic systems are not equipped to detect flow restrictions nor contain an alarm to notify the building occupants that flow to the leach field/sewer is restricted or blocked. When the waste outflow is restricted or blocked, wastewater fills the outlet pipes. Undetected wastewater fills the waste pipes until the lowest level waste inlet point (opening) is reached. Typical low points where sewage discharges are a washer waste pipe, a water softener waste pipe, a toilet or a sink. At this point, the waste is discharged into the building creating damage and an immediate health risk. In many situations the area affected by the discharge cannot be completely cleaned and dried creating the potential for long-term health problems including mold buildup.
  • Nonetheless, most commercially available alarm solutions alert property occupants only after the damage has occurred. Also, the use of commercially available backflow preventers is not expedient as they are designed to allow fluid buildup to escape with increasing pressure and then prevent it from returning to its source when the pressure subsides. If used in the wastewater system they would allow wastewater backup to flood the inlet area and prevent it from going back down the drain once the restriction is removed.
  • Therefore, an urgent need exists for a system that solves the above challenges present in the prior art.
  • SUMMARY OF THE INVENTION
  • In an exemplary embodiment of the present invention, there is disclosed a wastewater reversal and overflow prevention system incorporating three unique components that can all be implemented together or each one of them can be implemented independently. These components are an overflow conduit to remove waste water from building when the primary line is restricted, sensing probes in the overflow conduit to detect standing water which is an indicator of flow restriction, and a backflow preventer.
  • In the system of the present invention an overflow conduit consists of a substantially vertical section of piping that projects from the main sewer line and a substantially horizontal section that travels through the foundation wall and continues outside to the overflow leaching field. In new construction the foundation is cored to place the overflow conduit above the main sewer line. For retrofit where foundation coring is cost prohibitive or impractical the overflow conduit can be run across wooden truss section of building wall. The overflow conduit leads to an independent leaching system sector capturing overflow wastewater only. The overflow conduit fills with wastewater where blockage of the main sewer line occurs only.
  • The substantially vertical section of the overflow conduit has a water sensor serving to detect rising wastewater level in the overflow conduit. The sensor is connected to an alarm designed to signal whenever flow is restricted. The advance notification provides a window of opportunity for corrective actions, i.e., turning off all sources of wastewater generation such as washing machine, water softener, toilets, sinks and tubs, and schedule service for the restricted or blocked discharge component, before sewage is discharged into the building.
  • A backflow preventer is located at the basement wastewater inlet. It consists of body piping section that accommodates a substantially spherical float, a porous, honeycombed, sieve-like or equivalent float seat that allows free water flow, and a gasket, all fitted between inlet and base piping of the wastewater inlet section. The backflow preventer of the instant invention provides an open fluid path in the normal operation state and blocks fluid exit when wastewater rises in the discharge piping. In the open (regular operation state) position the float rests on the seat permitting wastewater from an appliance to enter the wastewater system.
  • However, in cases where the overflow conduit exits a building at a level above the one where the lowest positioned wastewater inlet discharges wastewater into the system flow must be restricted from exiting into the building at these locations in order for the wastewater to reach the overflow piping. When wastewater discharge is impeded, pressure created by liquid rising in wastewater inlet piping causes the float of the backflow preventer to rise and press against the gasket thus blocking discharge from the wastewater inlet. To enable the system to function as desired, a backflow preventer must be installed at each inlet that is below the lowest ‘flow level’ of the overflow conduit.
  • The more important features of the invention have thus been outlined in order that the more detailed description that follows may be better understood and in order that the present contribution to the art may better be appreciated. Additional features of the invention will be described hereinafter and will form the subject matter of the claims that follow. Also it is to be understood that the phraseology and terminology employed herein are for the purpose of description and should not be regarded as limiting. Those skilled in the art should appreciate that they can readily use the disclosed conception and specific embodiment as a basis for designing or modifying other structures for carrying out the same purposes of the present invention and that such other structures do not depart from the spirit and scope of the invention in its broadest form.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • Other aspects, features, and advantages of the present invention will become more fully apparent from the following detailed description, the appended claim, and the accompanying drawings in which similar elements are given similar reference numerals.
  • FIG. 1 shows a conventional wastewater drainage system within a building
  • FIG. 2 shows a conventional wastewater leach field system.
  • FIG. 3 shows a new construction system of the present invention including overflow conduit outfitted with a backlog water detect probe and wastewater inlet with backflow preventer.
  • FIG. 4 presents advanced leach field system of the present invention.
  • FIG. 5 shows a retrofit construction system of the present invention including overflow conduit guided through the wooden truss section of building wall and outfitted with a backlog water detect probe, and wastewater inlet with backflow preventer.
  • FIG. 6 shows restricted flow alarm system flow chart.
  • FIG. 7 shows disassembled backflow preventer.
  • FIG. 8 shows cross-sectional view of backflow preventer parts in the regular, open flow position.
  • DESCRIPTION OF THE PREFERRED EMBODIMENT
  • Before explaining at least one embodiment of the invention in detail, it is to be understood that the invention is not limited in its application to the details of construction and the arrangements of the components set forth in the following description or illustrated in the drawings. The invention is capable of other embodiments and of being practiced and carried out in various ways.
  • Referring to FIG. 1 there is disclosed a conventional wastewater drainage system within a building.
  • Referring to FIG. 2 there is disclosed a conventional wastewater leach filed system. Shown is the leach field 20, a distribution box 28, a septic tank 22 where wastewater flows through a wastewater pipe 24 past a building foundation 26.
  • Referring to FIG. 3, there is disclosed a reversal and overflow prevention system designed for new construction. It receives wastewater from household wastewater receptacles that are represented in the drawing by a toilet (1) and a wastewater inlet from household appliances (2). The piping extending from the receptacles takes wastewater substantially vertically in the downward direction (3) until it reaches the lowest level of the installation where a substantially horizontal main sewer line (4) leads through the building foundation wall (5) to a traditional leach field system represented in FIG. 4. Therein is included an overflow wastewater route 40 and an overflow leaching field 8. Interior of the building houses also another section of the system which is an overflow conduit consisting of a substantially vertical section of piping (6) that extends upward from the main sewer line (4), and a substantially horizontal section (7) that travels through the foundation wall and continues outside to a dedicated, separate overflow leaching field (8) shown in FIG. 4 or an overflow holding tank (not shown). In new construction the foundation is cored to place the overflow conduit above the main sewer line. Foundation coring can also be used for a retrofit of an existing system.
  • FIG. 5 shows another implementation for retrofit where foundation coring is cost prohibitive or impractical. Such system has the overflow conduit that runs across wooden truss section of building wall. This alternative provides an overflow route without the cost of coring the foundation. All the overflow conduits described above lead to an independent leaching system sector that captures overflow wastewater only.
  • The substantially vertical section of the overflow conduit of both systems accommodates water sensor (9) serving to detect rising wastewater level in the overflow conduit. The sensor is connected to a commercially available alarm system (FIG. 6) designed to signal when flow is restricted. The present invention can use any of the available alert system including but not limited to auditory signals, pager notification, internet messaging, text messaging as well as connection to building monitoring services like ADT. This advance notification provides a window of opportunity to take corrective actions, i.e., turning off all sources of wastewater generation such as washing machine, water softener, toilets, sinks and tubs, and schedule service for the restricted or blocked discharge component, before sewage is discharged into the building.
  • A backflow preventer (10) is located at the basement wastewater inlet. It consists of body piping (11) section that accommodates a substantially spherical float (12), a porous, honeycombed or equivalent float seat (13), and a gasket (14), all fitted between inlet (15) and base piping (16) of the wastewater inlet section. FIG. 7 shows the backflow preventer components in a disassembled disposition. The backflow preventer of the instant invention provides an open fluid path in the normal operation state and blocks fluid exit when wastewater rises in the discharge piping. In the open (regular operation state) position, as in FIG. 8, the float rests on the seat permitting wastewater from an appliance (washing machine, water softener, etc.) to enter the wastewater system providing an open path for wastewater to exit the building.
  • However, in cases where an overflow conduit exit from a building is positioned at a level above the one where a washer, water softener or other device discharges wastewater into the system is positioned, flow must be restricted from exiting back into the building at these locations in order for the wastewater to reach the overflow piping. When wastewater discharge is impeded, pressure created by liquid rising in wastewater inlet piping causes the float of the backflow preventer of the present invention to rise and press against the gasket thus blocking discharge from the wastewater inlet. To enable the system to function as desired, a backflow preventer must be installed at each inlet that is below the lowest ‘flow level’ of the overflow conduit.
  • The system of the present invention can also incorporate sink traps (not detailed in the diagrams) on both the wastewater inlet and the overflow pipe to prevent gases from the sewer/septic from entering the building.
  • All the piping and conduits of the present invention are made of PVC or equivalent material known in the art.
  • While there have been shown and described and pointed out the fundamental novel features of the invention as applied to the preferred embodiments, it will be understood that the foregoing is considered as illustrative only of the principles of the invention and not intended to be exhaustive or to limit the invention to the precise forms disclosed. Obvious modifications or variations are possible in light of the above teachings. The embodiments discussed were chosen and described to provide the best illustration of the principles of the invention and its practical application to enable one of ordinary skill in the art to utilize the invention in various embodiments and with various modifications as are suited to the particular use contemplated All such modifications and variations are within the scope of the invention as determined by the appended claims when interpreted in accordance with the breadth to which they are entitled.

Claims (4)

What is claimed is:
1. A wastewater overflow prevention system comprising:
a wastewater receptacle;
a wastewater pipeline extending from said receptacle with one section running in a substantially vertical downward direction, subsequently connected to another section running in substantially horizontal plane and extending to the leaching field;
a wastewater overflow conduit having proximal section extending from said wastewater pipeline in a substantially vertical upward direction, connected to said conduit distal section leading to an overflow leaching field; and
a water sensor fitted in said overflow conduit and connected to an alarm.
2. A wastewater overflow prevention system comprising:
a wastewater receptacle;
a wastewater pipeline extending from said receptacle with one section running in a substantially vertical downward direction, subsequently connected to another section running in substantially horizontal plane and extending to the leaching field;
a wastewater overflow conduit having proximal section extending from said wastewater pipeline in a substantially vertical upward direction, connected to said conduit distal section leading to an overflow leaching field; and
a means for backflow prevention fitted in said wastewater receptacle,
said means for backflow prevention consisting of
a tubular body connected to said wastewater receptacle at one end and to said wastewater pipeline at the other end, said body housing
a gasket,
a substantially spherical float, and
a float seat allowing substantially unobstructed water flow.
3. A wastewater overflow prevention system comprising:
a wastewater receptacle;
a wastewater pipeline extending from said receptacle with one section running in a substantially vertical downward direction, subsequently connected to another section running in substantially horizontal plane and extending to the leaching field;
a wastewater overflow conduit having proximal section extending from said wastewater pipeline in a substantially vertical upward direction, connected to said conduit distal section leading to an overflow leaching field;
a water sensor fitted in said overflow conduit and connected to an alarm; and
a means for backflow prevention fitted in said wastewater receptacle,
said means for backflow prevention consisting of
a tubular body connected to said wastewater receptacle at one end and to said wastewater pipeline at the other end, said body housing
a gasket,
a substantially spherical float, and
a float seat allowing substantially unobstructed water flow.
4. A wastewater overflow prevention system of claim 3 where said wastewater receptacle is positioned below said wastewater overflow conduit highest point.
US13/792,816 2013-03-11 2013-03-11 Wastewater Overflow Prevention System Abandoned US20140251460A1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016211220A (en) * 2015-05-08 2016-12-15 積水化学工業株式会社 Piping structure for temporary toilet
CN109594460A (en) * 2017-07-19 2019-04-09 莫元平 Waterproof bridge

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3229707A (en) * 1962-08-27 1966-01-18 Suchan Andrew Sewer back-up release pressure pipe system
US5028910A (en) * 1989-12-08 1991-07-02 Meacham Huey W Drain overflow alarm
US5662138A (en) * 1996-06-12 1997-09-02 Wang; Wen-Hsing Drop head structure
US6341618B1 (en) * 2001-05-30 2002-01-29 Rudolph V. Ricci Plumbing stop valve and method of use
US6779553B1 (en) * 2003-03-11 2004-08-24 Michael A. Heidger Emergency backflow system
US6799844B2 (en) * 2002-12-16 2004-10-05 Xerox Corporation High shear ball check valve device and a liquid ink image producing machine using same
US6997201B2 (en) * 2003-10-02 2006-02-14 Preul Herbert C Wastewater source control system
US20090173396A1 (en) * 2008-01-08 2009-07-09 Mario Spadavecchia One piece plumbing vent, drain pipe
US20090320936A1 (en) * 2008-06-25 2009-12-31 Brunner Richard A Dual action low head isolation value
US20110023228A1 (en) * 2009-07-30 2011-02-03 Micro-Tech Development Limited Drainage trapping cartridge and a drainage trapping device for preventing backflow of gas
US7907059B1 (en) * 2006-08-04 2011-03-15 James Guy Sewage pipe alarm system and associated method

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3229707A (en) * 1962-08-27 1966-01-18 Suchan Andrew Sewer back-up release pressure pipe system
US5028910A (en) * 1989-12-08 1991-07-02 Meacham Huey W Drain overflow alarm
US5662138A (en) * 1996-06-12 1997-09-02 Wang; Wen-Hsing Drop head structure
US6341618B1 (en) * 2001-05-30 2002-01-29 Rudolph V. Ricci Plumbing stop valve and method of use
US6799844B2 (en) * 2002-12-16 2004-10-05 Xerox Corporation High shear ball check valve device and a liquid ink image producing machine using same
US6779553B1 (en) * 2003-03-11 2004-08-24 Michael A. Heidger Emergency backflow system
US6997201B2 (en) * 2003-10-02 2006-02-14 Preul Herbert C Wastewater source control system
US7907059B1 (en) * 2006-08-04 2011-03-15 James Guy Sewage pipe alarm system and associated method
US20090173396A1 (en) * 2008-01-08 2009-07-09 Mario Spadavecchia One piece plumbing vent, drain pipe
US20090320936A1 (en) * 2008-06-25 2009-12-31 Brunner Richard A Dual action low head isolation value
US20110023228A1 (en) * 2009-07-30 2011-02-03 Micro-Tech Development Limited Drainage trapping cartridge and a drainage trapping device for preventing backflow of gas

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016211220A (en) * 2015-05-08 2016-12-15 積水化学工業株式会社 Piping structure for temporary toilet
CN109594460A (en) * 2017-07-19 2019-04-09 莫元平 Waterproof bridge
CN109736193A (en) * 2017-07-19 2019-05-10 莫元平 Bridge

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STCB Information on status: application discontinuation

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