|Publication number||US7025076 B2|
|Application number||US 10/651,570|
|Publication date||Apr 11, 2006|
|Filing date||Aug 29, 2003|
|Priority date||Aug 30, 2002|
|Also published as||US20040040598, US20060169320|
|Publication number||10651570, 651570, US 7025076 B2, US 7025076B2, US-B2-7025076, US7025076 B2, US7025076B2|
|Inventors||Robert L. Zimmerman, Jr., Joseph Antocci, Nigel Pickering|
|Original Assignee||Charles River Watershed Association|
|Export Citation||BiBTeX, EndNote, RefMan|
|Patent Citations (29), Non-Patent Citations (5), Referenced by (49), Classifications (23), Legal Events (7)|
|External Links: USPTO, USPTO Assignment, Espacenet|
The present application claims priority to U.S. Provisional Application No. 60/407,162, filed Aug. 30, 2002, the teachings of which are incorporated herein by reference.
The present invention relates to the field of water conservation and reclamation and more particularly to a system and method for reclaiming and recovering rain water.
Many urbanized areas in the United States are running out of potable water and improvements in water quality are becoming increasingly difficult and expensive to attain. Most of these environmental problems are related to the proliferation of impervious (paved or constructed) surfaces. Imperviousness has a double-edged effect that disconnects rainfall from groundwater thus interrupting the hydrologic cycle and reducing groundwater recharge and baseflows in rivers and streams while augmenting flooding problems, instream erosion, stormwater runoff, and increasing frequency of Combined Sewer Overflow (CSO) discharges. For a general treatise on the hydrologic cycle, the interaction of ground water and surface water, and water management, see Winter et al., Ground Water and Surface Water: A Single Resource, U.S. Geological Survey Circular 1139, U.S. Government Printing Office, Denver, Colo., 1998, 79 pp., the teachings of which are incorporated herein by reference.
Imperviousness is generally associated with growth and growth is associated with greater water demand. The consequence is that there is less water stored while more water is demanded. Additionally, each summer demand for potable water doubles in many communities as residents seek to irrigate their lawns, while in urbanized areas a preferred method of treating wastewater is through large regional systems that move water out of basin or sub-basins. The result is that demand for potable water frequently exceeds supply and causes many communities to enforce water bans during the summer months.
There is therefore a need for a system to mitigate the effects of urbanization on water resources, including reduced aquifer recharge, greater human demand, the proliferation of regional wastewater treatment facilities, and lack of conservation.
The present invention provides a system and method for addressing issues affecting water resources. In one embodiment of the invention, the system comprises a roof washer component, cistern component, pump, and manufactured dry well. The system is designed to divert contaminated rooftop runoff, capture clean rooftop runoff and store this clean water for irrigation purposes and nonpotable uses, while infiltrating excess water to recharge groundwater supplies thereby replicating the natural hydrologic cycle.
The invention is described with reference to the several figures of the drawing, in which:
The present invention is designed to capture rooftop runoff in order to store some of the water for irrigation purposes and nonpotable uses like car washing, recharge any excess to a dry well for infiltration into groundwater supplies, and reduce stormwater runoff. The present invention will reduce demand on potable water supplies for irrigation, reduce polluted stormwater runoff, and enhance aquifer storage, particularly during the summer months, helping sustain public drinking water supplies and increases flow and groundwater recharge.
The present invention offers the following environmental benefits: increases ground water recharge; decreases runoff volume and peak flows to storm drains; decreases potential for flooding; improves stormwater quality; reduces potable water demand for irrigation during the stressed summer months; provides strategic emergency supply; potential to offset effect of local well withdrawals by recharging groundwater supply.
The present invention offers the following homeowner benefits: provides supply of nonpotable water for lawn care, car washing, plantings etc.; saves homeowners money by reducing the dependency on municipal water supplies; supplies a source of water during town watering bans and restrictions; locked lids for safety; knowledge that you are helping to restore our natural environment.
According to one embodiment of the present invention, each system will store or recharge up to 2400 gallons per day depending on soils, or the equivalent of 100 percent of the runoff from a 2000 square foot roof in a 2-inch rainstorm. A homeowner places at least two partially buried, 400-gallon plastic storage tanks near roof drains to collect water before it hits pavement and picks up oil and other contaminants. The water is then stored in the tanks for the homeowner's use sending all excess into a dry well for ground water recharge.
The system of the present invention includes the following components: one or two roof washers; two or more 400-gallon, 44×66 inches, plastic tanks (the tanks can be “daisy-chained” together to create additional storage depending on irrigation and other water needs); 600-gallon dry well for 2000 square foot roof; internal sump pump for irrigation; and pipes and connections.
The tanks are connected to roof gutters and downspouts and store rainwater runoff for nonpotable uses. All of the roof area can be linked to the tanks with aboveground or belowground piping. The tanks are located in one central area or distributed around the house. Gravity feed or a pump supplies water to a drip sprinkler irrigation system. The excess water is directed to the dry well and infiltrates into the ground to provide recharge to the groundwater. The small amount of overflow from the dry well is directed away from the house. The system is equipped to deal with many possible forms of contamination from the rooftop. The first level of protection will be in the form of a removable, cleanable screen to catch leaves and large solids. A flow diverter minimizes potential chemical contamination by diverting the first-flush runoff away from the system. The third level of protection is in the tanks themselves. They serve as a settling basin for any suspended solids that enter the tanks and have a removable lid to allow removal of solids. Finally, the dry well has a maintenance port for periodic cleanout.
The 400-gallon tanks are designed to be used either without any excavation, or placed in a two or three foot deep hole, easily dug by a homeowner, to lower their overall profile. They are designed to be linked together easily, increasing storage capacity to irrigate larger lawns or gardens. They can be remotely connected, for example, by placing a barrel at each corner of a home, still hooking all four tanks together using inexpensive PVC pipe, or located away from a home altogether, and yet still harvest and store roof rainwater through underground piping. The tanks are designed to handle overflows by linking them to dry wells. The dry well construction requires excavation of about 85 ft3. The system is designed to recharge twice its volume in a day. In eastern Massachusetts, this design will recharge the volume of a 1 inch rainfall from a 2000-ft3 rooftop.
Referring now to the figures of the drawing, the figures constitute a part of this specification and illustrate exemplary embodiments of the invention. It is to be understood that in some instances various aspects of the invention may be shown exaggerated or enlarged to facilitate an understanding of the invention.
Introducing the rooftop runoff water to the cistern component 30 in this manner helps prevent the runoff water from traveling over impervious surfaces, picking up pollutants, such as oil and other contaminants, and discharging into storm drains and surface and ground waters. In another embodiment, the runoff water may potentially be run through a system to remove pollutants before introduction to the cistern component 30. Examples of systems for removing pollutants from stormwater are described in U.S. Pat. No. 6,241,881 to Pezzaniti and U.S. Pat. No. 6,086,756 to Roy, the teachings of which are incorporated herein by reference.
The cistern comprises two types of tanks: master 32 and slave 34.
The tank interface with the conduit and piping system has three degrees of freedom which greatly facilitates the connection of the conduit and piping system to the master tank.
One, the tank cover is a separate piece which incorporates a feature for locating a rotationally molded gutter conduit and downspout connector and a water entry opening. The cover can be rotated a full 360 degrees which allows the gutter conduit and connector and water entry opening to be located precisely after the lower tank sections are installed.
Two, one end of the molded gutter conduit and connector pivots on the aforementioned tank cover feature above the water entry opening. The gutter conduit and connector pivots approximately thirty degrees for connection flexibility.
Three, the one piece roto-molded gutter conduit is also designed as three integrated but distinct sections. The gutter conduit can be cut at installation to fit a 3 inch diameter PVC pipe or two sizes of standard rectangular gutter downspout piping. It can also be used as an extender element to facilitate installation.
A filter assembly 28, for example a geotextile fabric, positioned above the master tank cover where the universal downspout connector 26 links to the master tank 32 on the sloping top helps prevent mosquitoes, leaves, twigs and other contaminants from entering the master tank. The master tank 32 and the slave tank 34 have an observation port 40 with a threaded cap 42 to allow viewing and access inside the tank. In one embodiment, the observation port 40 measures approximately 4″ in diameter. In another embodiment, the threaded cap 42 may be transparent to allow easy viewing inside the tank without removal. A circular plate 44, which has the same circumference as the tank, rests inside the interior of the tank on an indented lip 48 about 30″ from the top of the tank. This circular plate 44 has holes 46 for drainage and serves as a secondary safety device. The plate can be lifted out for tank maintenance. In one embodiment, the plate 44 is made of ABS plastic.
The pumping system, which in one embodiment is external to the master 32 or slave tank 34, comprises the pump 50, adaptor valves and fittings 52, pipes and hoses 54, and hose connections and couplings 56. In one embodiment, two hose connections 58, one at the top and one at the bottom of the tank, link the slave tank 34 and master tank 32 together. Hose connections can be made with 2″ diameter, 12″ long hose and hose nipples, clamps and bulkhead fittings. The slave tank may have additional hose connections 58 to provide for the connection of additional tanks and removal of overflow. The pumping system fittings, pipes, hoses and connections may also include multiple ball valves, elbows, and coupling devices depending on the system design and placement. Eight to ten tanks can be connected to expand system capacity. After that, the system is unlikely to be economical. The tanks can be remotely connected, for example, by placing a barrel at each corner of a home, still hooking the tanks together using inexpensive PVC piping, or located away from a home altogether, and yet still harvest and store roof rainwater runoff through underground piping.
Water from the cistern 30 may be pumped out using the pump 50 for use in irrigation and non-potable uses, such as car washing. In one embodiment, the pump is a sump pump to provide water for irrigation. In another embodiment, depending on the design layout of the system, it is possible for gravity feed to supplement the pump 50 when supplying water for irrigation. Excess water overflows to the dry well 60, from the slave tank 34, for infiltration into groundwater supplies and aquifer recharge. In a preferred embodiment, the dry well construction requires excavation of about 85 cubic feet for a 600 gallon dry well and 2000 square foot roof. The system is designed to recharge twice its volume in a day. Examples of dry well systems are described in U.S. Pat. Nos. 6,095,718 and 5,848,856 both to Bohnhoff and U.S. Pat. No. 4,689,145 to Mathews et al., the teachings of which are incorporated herein by reference.
The water used from this system will help relieve demand on municipal water systems, particularly during the summer months. The water infiltrated by the dry well 60 will promote recharge of groundwater supplies. The system provides storage that reduces stormwater runoff. Each system will store or recharge up to 2400 gallons per day depending on soils, or the equivalent of 100 percent of the runoff from a 2000 square foot roof in a 2-inch rainstorm.
Other embodiments of the invention will be apparent to those skilled in the art from a consideration of the specification or practice of the invention disclosed herein. It is intended that the specification and examples be considered as exemplary only, with the true scope and spirit of the invention being indicated by the following claims.
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|U.S. Classification||137/1, 137/236.1, 137/357, 137/565.01, 405/53, 405/36|
|International Classification||E04D13/08, E04D13/04, E03B1/04|
|Cooperative Classification||Y10T137/402, Y10T137/474, Y10T137/85978, E03B1/04, Y10T137/6969, E04D13/08, E04D2013/0495, E03B1/042, Y10T137/0318, E04D2013/0853, E03B2001/047|
|European Classification||E03B1/04B2, E03B1/04, E04D13/08|
|Mar 21, 2006||AS||Assignment|
Owner name: CHARLES RIVER WATERSHED ASSOCIATION, MASSACHUSETTS
Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:ZIMMERMAN, JR., ROBERT L.;ANTOCCI, JOSEPH;PICKERING, NIGEL;REEL/FRAME:017338/0173;SIGNING DATES FROM 20060222 TO 20060302
|Nov 16, 2009||REMI||Maintenance fee reminder mailed|
|Apr 6, 2010||SULP||Surcharge for late payment|
|Apr 6, 2010||FPAY||Fee payment|
Year of fee payment: 4
|Nov 22, 2013||REMI||Maintenance fee reminder mailed|
|Apr 11, 2014||LAPS||Lapse for failure to pay maintenance fees|
|Jun 3, 2014||FP||Expired due to failure to pay maintenance fee|
Effective date: 20140411