Method and apparatus for capturing, storing, and distributing storm water

Information

  • Patent Grant
  • 8113740
  • Patent Number
    8,113,740
  • Date Filed
    Friday, February 6, 2009
    15 years ago
  • Date Issued
    Tuesday, February 14, 2012
    12 years ago
Abstract
A precast concrete storm water vault comprised of modular precast concrete components is provided. More specifically, a vault is provided that consists of a perimeter of footings with integral vertical walls extending therefrom that supports precast concrete roof panels that comprise the top horizontal structural for the placement of pavers, a fill, base, or a driving surface. The storm water vault disclosed may be combined with a filtration system and has easily removable roof panels that facilitates maintenance and cleaning.
Description
FIELD OF THE INVENTION

Embodiments of the present invention are generally related to methods and apparatus for capturing, storing, and distributing storm water. In addition, one embodiment of the present invention employs devices for treating storm water that is to be used for irrigation, for example.


BACKGROUND OF THE INVENTION

Storm water collection systems are commonly used to capture excess rain and ground water from a variety of surfaces including, paved streets, parking lots, sidewalks, and roofs. Typically, storm water collection systems are fed by street gutters, grates, or drains and vary in size. Conventional storm water collection systems simply gather the excess water and discharge it into a river, lake, canal, reservoir, ocean, dry well, or other recharge basin. Often, however, the amount of water will overwhelm the storm water collection system, which causes backups and localized flooding. Further, due to the scarce availability of water in many and climates, the retention and use/redistribution of water is becoming a preferable alternative. Thus, it would be advantageous to provide a storm water retention system that prevents flooding and/or storm water waste by treating, storing, and later utilizing the water for other purposes.


SUMMARY OF THE INVENTION

It is one aspect of the present invention to provide a system for capturing, retaining, conveying and/or treating storm water. More specifically, in one embodiment a storm water vault is provided that includes one or more modular precast components that captures and retains storm water. One embodiment of the present invention is comprised of an exterior perimeter wall having a plurality of columns positioned therein. A plurality of roof panels are also provided and supported by at least the exterior wall and a column. Alternative embodiments omit individual columns and utilize individual vaults which have at least two walls and an integral deck, and which are designed to be used in combination with other individual vaults. The roof panels may include curb details and/or side-walk details and retention systems to direct or redirect the flow path of water to optimize collection. Alternatively, overlays, such as pavers, permeable pavers, dirt, gravel, asphalt or other materials may be placed above the roof panels, thereby concealing the vault and providing an aesthetic surface. Roof panels preferably include a grate to provide a fluid flow path into the vault. Alternatively, permeable pavers may be used to allow water to ingress into the retention vault.


With respect to the retention system, one embodiment of the present invention employs a plurality of columns to support one or more roof panels of the vault. The columns may be cylindrical, prismatic, or any other practical geometric shape. In addition, the columns may be solid, hollow, or a combination thereof. Hollow columns are desirable due to their reduced weight and have the added benefit of possibly providing a fluid flow path therethrough, which will be described in further detail below. It is envisioned that the columns, walls and roof panels may be constructed of a precast concrete material.


It is another aspect of the present invention to provide roof panels and/or walls that selectively provide access to the internal portions of the storm water vault. More specifically, access to prior art underground systems is typically gained through a manhole or limited access hatch openings wherein cleaning and equipment installation is limited. Conversely, embodiments of the present invention employ easily removable roof panels that facilitate the access of personnel equipment to improve safety and enhance maintenance. It is contemplated that the roof panel can be removed and cleaning mechanisms added into the vault. Such panels may generally include pick points or other known devices to facilitate interconnection with lifting cables or chains. One of skill in the art will appreciate that lifting jacks, for example, may be integrated into the vault that are used to selectively lift the roof panel.


It is another aspect of the present invention to provide a vault associated with a water treatment mechanism. As mentioned above, some of the columns used to support the roof panels may be at least partially hollow that are placed in operable communication with a grate, or other device integrated into the roof panel. As water flows through the grate it will enter the column and discharge through an outlet formed in the column to fill the storm water vault. Thus, some embodiments of the present invention may employ columns with an integrated filtration device. For example, Vortechs® Storm Water Treatment System, which is described in U.S. Pat. No. 5,759,415, and which is incorporated by reference herein, may be used in conjunction with the columns to provide filtration. Flo-gard® Dual Vortex Hydrodynamic Separator for Storm Water Treatment, which is described in U.S. Pat. No. 7,182,874, which is incorporated by reference herein, may also be employed. A “BaySaver” Storm Water Treatment System or other similar devices may also be used. Embodiments of the present invention may also employ the Jellyfish™ and/or Sorbfilter™ system sold by Imbrium. One of ordinary skill in the art will appreciate that various storm water treatment filtration and particle separation devices may be used in conjunction with various embodiments of the present invention. Such a water treatment device may also be included in numerous other locations within the vault, adjacent to the vault, or may be used in conjunction with the vault.


It is yet another aspect of the present invention to provide a storm water vault that includes additional water quality treatment devices. Embodiments of the present invention may also include sand filters, baffle boxes, oil separators, or other filtering devices known in the art in addition to the particulate filtration devices described above. Embodiments of the present invention also may employ a gravel filter base which may include medias like Sorbtive™ to remove specific pollutants.


It is another aspect of the present invention to provide a storm water vault that is customizable. More specifically, as briefly mentioned above, the components used to construct the storm water vault are preferably made of a precast concrete material. As a consequence, the components may be scaled in size and shape to fit any particular building requirement.


It is another aspect of the present invention to provide a storm water vault that may be used in multiple ways. More specifically, one embodiment of the present invention is used for the collection of surface storm water. Yet another embodiment of the present invention is used for groundwater recharge, i.e. exfiltration. Yet another embodiment of the present invention is used for the collection, filtration or hydrodynamic treatment of the storm water.


It is still yet another aspect of the present invention to provide system that may be positioned under various overlays. More specifically, some embodiments of the present invention are contemplated to be used with asphalt, gravel, and/or earth, which will be succinctly shown in the figures described below. Other embodiments of the present invention, however, are to be used with pavers or other surface applications that are either permeable or substantially impermeable. That is, a plurality of smaller pavers that allow for fluid to drain through or between adjacent pavers may be used independently of or in conjunction with the roof panels. This system may alleviate the need for grating or other mechanisms, wherein fluid accumulates between individual pavers and permeates into the storm water vault via seams, cracks or other mechanisms below the pavers. The overlay may incorporate permeable pavers directly applied to the roof panels or on a gravel overlay. With reference to the latter configuration, the gravel base may incorporate a filter material, such as Sorbtive™ or other media, that specifically targets and absorbs certain pollutants, such as oil, gasoline, phosphorous, nitrogen and other hydrocarbons or chemicals which may leak from parked cars, delivery trucks, etc.


It is another aspect of the present invention to provide a storm water vault that provides storage for future use. More specifically, it is contemplated that the water is stored and/or treated for indefinite periods of time and subsequently used for irrigation and/or emergency fire protection. One skilled in the art will also appreciate that the storm water vault may be employed as simply as a retention device to prevent flooding, and incorporates an impermeable floor to allow for the gradual infiltration of water into the earthen material. This embodiment may include a pumping mechanism for transferring fluid from the vault to the irrigation system, for example. The pumping mechanism also selectively transfers fluid from the vault to prevent overfilling. Accordingly, a fluid level sensing device, such as a float or other mechanical or electrical-mechanical device, may be employed wherein the pump will engage if the fluid level within the vault reaches a predetermined level similar to a sump pump. Further embodiments of the present invention include sumps or sump holes.


As mentioned above, one embodiment of the present invention employs a permeable roof to permit storm water to pass into the vault. The permeable lid provides means for directly transporting the storm water into the vault. As water flows through the permeable lid it will enter into and fill the storm water vault. It is also envisioned that at least a portion of the walls be permeable to further facilitate the movement of storm water to the vault.


It is yet another aspect of the present invention to provide a storm water system that stores water for future use and distributes the water to specified destinations. More specifically, a distribution mechanism is provided that may include but is not limited to a storage tank, a filter pump, piping, tubing, or other transport means. Once the storm water is treated the water may be stored in a storage tank to be used for a variety of future uses, including irrigation, emergency fire protection, and municipal water source. One skilled in the art will also appreciate that the storm water system may be employed as a temporary retention device to prevent flooding.


The Summary of the Invention is neither intended nor should it be construed as being representative of the full extent and scope of the present invention. The present invention is set forth in various levels of detail in the Summary of the Invention as well as in the attached drawings and the Detailed Description of the Invention and no limitation as to the scope of the present invention is intended by either the inclusion or non-inclusion of elements, components, etc. in this Summary of the Invention. Additional aspects of the present invention will become more readily apparent from the Detailed Description, particularly when taken together with the drawings.





BRIEF DESCRIPTION OF THE DRAWINGS

The accompanying drawings, which are incorporated in and constitute a part of the specification, illustrate embodiments of the invention and together with the general description of the invention given above and the detailed description given below, serve to explain the principles of these inventions.



FIG. 1 is a partial perspective view of a storm water vault of one embodiment of the present invention;



FIG. 2 is a perspective view of a column employed by the storm water vault shown in FIG. 1;



FIG. 3 is a front elevation view of the storm water vault showing the interconnection of two adjacent roof panels;



FIG. 4 is a sectional view showing the interconnection of a roof panel of the storm vault to a wall thereof;



FIG. 5 is a top elevation view showing the interconnection of two adjacent walls;



FIG. 6 is a partial perspective view of the storm water vault of another embodiments of the present invention;



FIG. 7 is a perspective view of a column employed by the storm water vault shown in FIG. 6;



FIG. 8 is a partial perspective view of the storm water vault of another embodiment of the present invention;



FIG. 9 is a top plan view of the storm water vault of embodiments of the present invention;



FIG. 10 is a side elevation view of the storm water vault of embodiments of the present invention;



FIG. 11 is a top plan view of a storm water vault of another embodiment of the present invention;



FIG. 12 is a top plan view similar to FIG. 11 wherein the roof panels have been omitted for clarity;



FIG. 13 is a sectional view of FIG. 11 showing the interconnection of the roof panel to the wall;



FIG. 14 is a cross-sectional perspective view of a system for capturing, storing, treating and distributing storm water of one embodiment of the present invention;



FIG. 15 is a is a partial top plan view of FIG. 14, showing the permeable surface structure of one embodiment of the present invention;



FIG. 16 is a partial perspective view of a system for capturing, storing, and distributing storm water of another embodiment of the present invention; and



FIG. 17 is a cross-sectional perspective view of a system for capturing, storing, and distributing storm water of another embodiment of the present invention.





To assist in the understanding of the present invention the following list of components and associated numbering found in the drawings is provided herein:













#
Component
















2
Storm water vault


6
Wall


10
Support column


14
Roof panel


18
Grate


22
Fill


26
Inlet/Outlet


30
Base


34
Column outlet


38
Opening


42
Footer


46
Hole


50
Thru hole


54
Seal member


58
Dowel


60
Finished grade


62
Sealant


66
Overlay


70
Joint


74
Rod


76
Sump


78
Channel


82
Grout


86
Wrap


90
Lift point


98
Fluid


102
Permeable pavers


106
Asphalt


110
Weep hole


114
Grate


118
Permeable lid


122
Permeable base/materials


126
Treatment or reuse tank


130
Reuse line


134
Manhole


138
Downspout


142
Roof


150
Crosswalk









It should be understood that the drawings are not necessarily to scale. In certain instances, details that are not necessary for an understanding of the invention or that render other details difficult to perceive may have been omitted. It should be understood, of course, that the invention is not necessarily limited to the particular embodiments illustrated herein.


DETAILED DESCRIPTION

Referring now to FIGS. 1-10, a storm water vault 2 of one embodiment of the present invention is shown that is comprised of a plurality of walls 6 that define a perimeter shape of a water containment system. A plurality of columns 10 are positioned within the walls 6 and support a plurality of roof panels 14. Some of the columns 10 may be hollow and in fluid communication with a grate 18 for the transportation of water from the roof panel 14 to the water containment system or storm water vaults.


The storm water vault 2 depicted in FIG. 1 includes a plurality of interconnected precast walls 6 positioned on a fill material 22 such as graded soil or gravel. The assembly shown may also rest on a non-permeable surface as shown in FIG. 8. The columns 10 support a plurality of roof panels 14 that rest on the columns 10 and/or the walls 6. At least one wall 6 may include an inlet/outlet 26 to allow fluid to ingress and egress depending on the application. The roof panels 14 in one embodiment of the present invention are made of a composite design that receives poured concrete and comprises a driving surface. Thus, the roof panel 14 may be configured to handle traffic loads with or without the incorporation of gravel, concrete or paved surfaces.



FIGS. 2 and 7 show columns 10 which depict alternative embodiments of the present invention. More specifically, the columns 10 are generally supported by a base 30 that is designed to rest on the gravel or soil surface, i.e., “fill” 22. The column 10 shown in FIG. 2 is substantially hollow wherein the grate 18 is positioned on an upper end to allow the ingress and egress of water from above the grate 18, into the column 10, out of a column outlet 34 and into the water containment system. The column 10 of FIG. 7 additionally includes a plurality of openings 38 that allow the flow of fluids therethrough. Although a prismatic column is shown, one skilled in the art will appreciate that many other shapes of columns may be employed without departing from the scope of the invention. Furthermore, it is contemplated that the column 10 may include an integrated water treatment device such as a particulate filter.


Referring now to FIG. 3, the interconnection of adjacent roof panels 14 is shown. Roof panels 14 in one embodiment include channels 78 that abut to provide a cavity for the receipt of grout 82 or other sealant. Additionally, a wrap 86 may be applied to the joint to prevent the ingress of water, which could damage the vault if frozen.


Referring now to FIG. 4, a wall 6 of one embodiment of the present invention is shown. The wall 6 includes a footer 42 that rests on the fill 22, or adjacent thereto. Preferably, the fill 22 is comprised of a pea gravel or other granular material. Embodiments of the present invention, however, may also employ a filtering fill with varying sizes of gravel or rock material to selectively control the relative permeability of flow therethrough. The walls 6 of some embodiments of the present invention may include a tapped hole 46, i.e., blind-hole associated with an upper edge thereof. The tapped hole 46 is designed to align with a thru-hole 50 provided in the roof panel 14 to receive a dowel 58. Seal members 54 may also be placed between the roof panel 14 and the wall 6. The dowel 58 is comprised of a rigid material such as re-bar, is then placed located in the thru-hole 50 of the roof panel 14 and into the tapped hole 46 of the wall 6. The dowel 58 substantially prevents translational motion between the roof panel 14 and the wall 6. A sealant 62 may also be applied to the thru-hole 50 to firmly secure the dowel 58 in the tapped hole 46. After the dowel 58 has been placed, the assembly is brought to finish grade 60 by the addition of an overlay 66. The thru-hole 50 may employ a female insert that is cast into the wall 6 or roof panel 14. The female insert is designed to receive a male, threaded portion of the dowel 58 to provide a continuous structural connection. In addition, the dowel may be of such a length to extend above the roof panel 14 for interconnection to rebar of the sidewalk or other surface positioned above the vault 2. This configuration provides additional manufacture and assembly tolerance.


Referring now to FIG. 5, a joint 70 defined by two adjacent walls 6 is shown. Here, two adjacent walls are brought together and spaced by at least one rod 74. Thereafter, a sealant 62 is injected between the walls 6 to create a generally water tight structure.


Referring now to FIGS. 6-8, one embodiment of the invention similar to that shown in FIGS. 1-5 is provided. Here, a plurality of columns 10 employ an opening 38 that facilitates the multi-directional flow of fluid. The columns 10 shown also are cost effective such that less concrete is needed to create a vault 2. Further, the nature of the columns 10 allow the storage of additional fluid. Preferably, the column bases 30 rest on a fill material 22, such as gravel. Alternatively, as shown in FIG. 8, a non-permeable material, such as concrete, may be used instead of fill and placed adjacent to the column bases 30.


Referring now to FIGS. 9 and 10, a storm water vault 2 of one embodiment of the invention is shown. The vault 2 may include at least one sump 76. The walls 6 of the vault 2 define a storm water storage volume.


Referring now to FIGS. 11-13, yet another embodiment of the present invention is shown. More specifically, a wall 6 having a footer 42 defines a water containment volume of the storm water vault 2. A plurality of roof panels 14 is added to a top surface of the wall 6. The roof panels 14 are also joined to the wall via a retention pin or dowel 58 that is placed in a thru-hole 50 provided in the roof panel 14 and a tapped hole 46 positioned in the wall 6. Fill 22 also may be used within the containment volume provided by the wall 6. In addition, overlay 66 may be added above the roof panel 14 to conceal the storm water vault 2. The roof panels 14 may also include a grate 18 or other opening that allows the ingress of water. Furthermore, the roof panel 14 may include at least one lift point 90 to facilitate the transportation and placement of the roof panels 14.


Referring now to FIGS. 14 and 15, a system for capturing, storing, and distributing storm water 98 in another embodiment of the present invention is shown. More specifically, water 98 is collected from both permeable 102 and non-permeable 106 (i.e., asphalt) surfaces. For example, the storm water system of the present invention may collect storm water 98 from non-permeable structures 106, such as parking lots, rooftops, sidewalks, and paved streets. Moreover, embodiments of the present invention are integrated into and under a commercial parking lot that includes a permeable surface structure 102 and a sub-surface storm water vault 2.


The permeable surface structure is specifically shown in FIG. 15 and comprises a plurality of permeable pavers 102 and a plurality of weep holes 110. The permeable pavers 102 transport the storm water from the surface to the sub-surface vault 2. As the storm water passes through the permeable pavers 102 the water will be captured inside the vault 2 below. The permeable pavers 102 may be made of any material which is permeable to water, such as porous concrete, plastic, gravel, or other permeable hardscape flooring material. One of skill in the art will appreciate that any size or shape of permeable paver may be utilized for this purpose. In the embodiment shown, weep holes 110 are employed to further facilitate water drainage between adjacent pavers. One of skill in the art will appreciate that any number of permeable pavers 102 and weep holes 110 may be utilized and configured depending on a variety of factors, such as amount of rain fall, surface size, and aesthetics. One skilled in the art will also appreciate that other permeable overlays may be employed to transport storm water to the vault.


In one embodiment of the present invention, a surface grate 114 is also employed to capture and remove excess or run-off storm water. The grate 114 is provided to further facilitate the transport of storm water into the vault 2 via an inlet positioned beneath the drainage pipe (not shown) that is interconnected to the vault 2. As the storm water encounters the grate 114, the water is channeled into the drainage pipe and then transported and deposited into the vault 2. Thus, when there is substantial surface water, such as during a heavy rain storm, the grate 114 captures any excess surface storm water not absorbed by the permeable pavers 102 and/or a permeable lid 118. Embodiments of the present invention also employ multiple surface grates 114 to further enhance the water collection capability of the system. A network of interconnected grates may also be used to further filter debris from the storm water.


Referring again to FIG. 14, the sub-surface storm water vault 2 is comprised of a plurality of exterior walls 6 and a permeable lid 118 that form a compartment capable of capturing and retaining storm water 98. The permeable lid 118 is supported by the plurality of exterior walls 6. One skilled in the art will appreciate that the permeable lid 118 may be selectively interconnected to the external walls by any number of securing mechanisms. The vault 2 is positioned generally vertically below the permeable surface structure 102. Thus, in one embodiment of the present invention, the vault 2 is positioned fully underground. However, one skilled in the art will appreciate that the vault 2 could also be positioned partially underground. Overlay 66, such as pavers, dirt, gravel, or asphalt may be placed above the permeable lid, thereby concealing the vault 2. As water flows through the permeable pavers 102 and through the permeable lid 118, the storm water enters into and fills the vault 2. The storm water system may also include permeable base members 122 surrounding the vault to further facilitate the transport of storm water into the vault.


In one embodiment of the present invention, the storm water system employs a water treatment mechanism 126. The water treatment mechanism 126 may be comprised of an interconnected treatment tank. One of skill in the art will appreciate that any number of connecting devices, such as piping or other tubing, may be used to interconnect the vault 2 to the treatment tank 126. After water drains from the surface through the permeable structures 102 and into the vault 2, it is preferably transported through appropriate piping into a treatment tank 126. In one embodiment, the treatment tank 126 includes a separator to separate fluid and oil and any particulate matter. It is envisioned that once separated, the oil will be compartmentalized for storage and/or removal. The storm water system may also include a particle separator for removing debris and suspended particles from the storm water. The storm water system may additionally include one or more filtration devices or water treatment apparatus. One of skill in the art will appreciate that different separators and filters may be utilized to treat and remove pollutants, chemicals, fertilizers, sediment, and oils from the storm water depending on individual system requirements.


The storm water system may also include additional water quality treatment devices, such as hydrodynamic devices, SorbFilters, Jelyfish filters, sand filters, coalescing plate oil water separators, baffle style oil water separators, and other treatment devices known in the art. It is envisioned that the water treatment and/or quality devices may be included elsewhere within the storm water system. It is also envisioned that such water treatment and/or quality devices be integrated into the system so that the water flowing into the vault is treated prior to filling the storm water vault.


Embodiments of the present invention employ a distribution mechanism to distribute the storm water for a variety of end uses. The distribution mechanism may include a storage tank, a centrifugal pump, and corresponding piping to transport the water to a second or third location. In one embodiment of the present invention, a reuse line 130 is provided to transport water from the storage tank 2 to a destination where the water will be used, such as a garden center or municipal water line. A centrifugal pump is provided to pump the water out of the storage tank 2 and into and through the reuse line(s) 130. It is envisioned that the reuse line(s) 130 will provide water to a variety of end uses, such as irrigation, landscaping, horticulture and/or agriculture, emergency fire protection, and municipal water sources. Importantly, unlike prior art storm water systems where the storm water is disposed of, the present invention stores and utilizes the storm water for multiple future uses. The storm water system of the present invention provides a system for low impact development, promotes water sustainability, and provides a viable source of reusable water.


Further, one embodiment of the present invention includes manholes 134, or other limited access openings, that selectively provide access to the internal portion of the storm water system. The manholes 134 facilitate the access of personnel and equipment and provide access to the system for cleaning, equipment installation, maintenance, and repairs. Underground access is governed by OSHA regulations under confined space guidelines.


Referring now to FIG. 16, another embodiment of the present invention is shown. This embodiment of the present invention is very similar to that previously described such that the storm water system is comprised of a permeable surface structure 102 and a sub-surface storm water vault 2 that are integrated into a commercial parking lot. In this embodiment of the present invention, a plurality of downspouts 138 are employed to capture storm water from above-surface structures, such as a roof 142. The downspouts 138 facilitate the removal and collection of storm water and are positioned along an above-surface structure and are interconnected to the storm water vault 2 via piping and/or tubing. The downspouts 138 reduce the amount of overhead storm water runoff and increase the amount of reusable water collected. In the embodiment shown, the storm water vault, treatment tank, and storage tank are contained within a single underground housing compartment.


Referring now to FIG. 17, yet another embodiment of the present invention is shown. More specifically, the storm water system is integrated into a crosswalk 150 or other roadway. The embodiment shown includes a permeable surface 102 structure and sub-surface storm water vault 2. One skilled in the art will appreciate that the afore-mentioned features can be sized appropriately for positioning below a crosswalk 154 or other roadway in order to accommodate other sub-surface devices such as water, gas, and electrical lines.


While various embodiments of the present invention have been described in detail, it is apparent that modifications and alterations of those embodiments will occur to those skilled in the art. However, it is to be expressly understood that such modifications and alterations are within the scope and spirit of the present invention as set forth in the following claims.

Claims
  • 1. A system for capturing, storing, and distributing rain water in a subterranean location, comprising: a permeable surface structure positioned above at least one storage vault which is in operable communication with said at least one storage vault;a treatment device associated with said at least one storage vault that removes contaminants from the rain water;a distribution system capable of selectively distributing the rain water from said at least one storage vault to one or more locations;wherein said at least one storage vault comprises exterior walls that support at least one roof panel to define a containment volume, said at least one roof panel being permeable; andsaid at least one roof panel additionally supported by a column, said column including a grate for receiving the rain water.
  • 2. The system of claim 1, wherein said at least one roof panel is selectively removable from said exterior walls.
  • 3. The system of claim 1, further comprising a manhole that provides access to said at least one storage vault through at least one of said permeable surface structure and said at least one roof panel.
  • 4. The system of claim 1, wherein said treatment device is integral with said column.
  • 5. The system of claim 1, wherein said permeable surface structure comprises a plurality of permeable pavers.
  • 6. The system of claim 1, wherein said treatment device is positioned away from said at least one storage vault, said treatment device further comprising a conduit for transferring the rain water from said treatment device to another location.
  • 7. The system of claim 1, wherein said at least one storage vault is associated with a fluid conduit that receives the rain water through the grate.
  • 8. The system of claim 1, wherein said permeable surface structure is comprised of a plurality of spaced pavers with weep holes located therebetween.
  • 9. The system of claim 1 wherein said at least one storage vault receives the rain water from at least one downspout.
Parent Case Info

This application claims the benefit of U.S. Provisional Patent Application Ser. Nos. 61/026,656 and 61/117,000, filed Feb. 6, 2008 and Nov. 21, 2008, respectfully, the entire disclosures of which are incorporated by reference herein.

US Referenced Citations (97)
Number Name Date Kind
39624 Bainbridge Aug 1863 A
617991 McDill Jan 1899 A
1301024 Wendelken Apr 1919 A
1698079 Wagner Jan 1925 A
1572887 Dale Feb 1926 A
1734392 Moore Nov 1929 A
1860533 Fredenhagen May 1932 A
2043734 Camp Dec 1933 A
2147035 Henderson Feb 1939 A
2900083 Oliver Sep 1956 A
2802339 Fogerty Aug 1957 A
3339366 Gogan et al. Sep 1967 A
3579995 Flynn May 1971 A
3645100 La Monica Feb 1972 A
3678637 Klipfel Jul 1972 A
3720022 Dattner Mar 1973 A
3742660 Bierweiler Jul 1973 A
3778528 Heifetz et al. Dec 1973 A
3871146 Hamy Mar 1975 A
3878656 Duwe et al. Apr 1975 A
3882683 Purcell May 1975 A
3908324 Stout Sep 1975 A
3910051 Komisarek Oct 1975 A
4048772 Gaul Sep 1977 A
4050215 Fisher Sep 1977 A
4124964 Juriss et al. Nov 1978 A
4185429 Mendola Jan 1980 A
4194339 Fisher Mar 1980 A
4211504 Sivachenko Jul 1980 A
4220423 Sivachenko Sep 1980 A
4313692 Johnson Feb 1982 A
4314775 Johnson Feb 1982 A
4459063 Shaw Jul 1984 A
4495131 Del Valle Jan 1985 A
4539780 Rice Sep 1985 A
4564313 Niswander et al. Jan 1986 A
4594024 Jenkner et al. Jun 1986 A
4735234 Matiere Apr 1988 A
4761126 del Valle Aug 1988 A
4825494 King May 1989 A
4942708 Krumholz et al. Jul 1990 A
4953280 Kitzmiller Sep 1990 A
4969626 Strauch Nov 1990 A
4993872 Lockwood Feb 1991 A
5011331 Clavarino Apr 1991 A
5051028 Houck et al. Sep 1991 A
5103604 Teron Apr 1992 A
5161912 Schlueter et al. Nov 1992 A
5189855 Williams et al. Mar 1993 A
5199233 Fukutomi et al. Apr 1993 A
5199819 Matiere Apr 1993 A
5207038 Negri May 1993 A
5243794 Pikor Sep 1993 A
5281053 Matiere Jan 1994 A
5542780 Kourgli Aug 1996 A
5669194 Colasanto et al. Sep 1997 A
5697736 Veazey et al. Dec 1997 A
5759415 Adams Jun 1998 A
5810510 Urriola Sep 1998 A
5875821 Dumser et al. Mar 1999 A
5890838 Moore, Jr. et al. Apr 1999 A
5946872 Pardo Sep 1999 A
6035585 Boyd Mar 2000 A
6092962 Lee Jul 2000 A
6112935 Shackelford Sep 2000 A
6129838 Millner Oct 2000 A
6203245 Harten Mar 2001 B1
6277274 Coffman Aug 2001 B1
D454203 Bellavance Mar 2002 S
6361248 Maestro Mar 2002 B1
6364571 Doolaege Apr 2002 B1
6393774 Fisher May 2002 B1
6401400 Elliott Jun 2002 B1
6422788 Hartman Jul 2002 B1
6467995 Bevilacqua et al. Oct 2002 B2
D465284 Brown Nov 2002 S
6491473 Veazey Dec 2002 B2
6493996 Alexander et al. Dec 2002 B1
6648549 Urriola Nov 2003 B1
6779946 Urriola Aug 2004 B1
6939077 Hart Sep 2005 B1
6942424 Charon Sep 2005 B2
6962463 Chen Nov 2005 B2
6991402 Burkhart Jan 2006 B2
7022243 Bryant Apr 2006 B2
7080956 Neden et al. Jul 2006 B2
7131161 Lee Nov 2006 B2
7160058 Burkhart Jan 2007 B2
7168884 Hart Jan 2007 B2
7182874 Allard et al. Feb 2007 B2
7198432 Chen Apr 2007 B2
7207748 Urban Apr 2007 B1
7344335 Burkhart Mar 2008 B2
20050262778 Allen et al. Dec 2005 A1
20060169648 Fitzgerald Aug 2006 A1
20070031192 Murfin Feb 2007 A1
20080251448 Kent Oct 2008 A1
Foreign Referenced Citations (26)
Number Date Country
0780524 Jun 1997 EP
1522638 Apr 2005 EP
1818463 Aug 2007 EP
944064 Dec 1963 GB
2014212 Aug 1979 GB
2084227 Apr 1982 GB
2124277 Feb 1984 GB
59-126833 Jul 1984 JP
4-007432 Jan 1992 JP
05-263458 Oct 1993 JP
07-003861 Jan 1995 JP
07216970 Aug 1995 JP
07-252870 Oct 1995 JP
08-004343 Jan 1996 JP
08-120746 May 1996 JP
09-125468 May 1997 JP
07-189330 Jul 1997 JP
10-204968 Aug 1998 JP
11-178186 Jul 1999 JP
11-190058 Jul 1999 JP
2000-008467 Jan 2000 JP
2001-123519 May 2001 JP
2002-021170 Jan 2002 JP
2002-138561 May 2002 JP
WO 9512034 May 1995 WO
WO 2006032090 Mar 2006 WO
Related Publications (1)
Number Date Country
20090226260 A1 Sep 2009 US
Provisional Applications (2)
Number Date Country
61026656 Feb 2008 US
61117000 Nov 2008 US