Patent US4774282A successfully refreshed from Google Patents.
US4523875A
Expired / Lapsed
US
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Auxiliary drainage system for eliminating water problems associated with a foundation of a building
Assignee: Individual
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Filing: 1982-12-27
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Granted: 1985-06-18
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Expires: 2002-12-27
Abstract
Abstract An auxiliary drain line is laid in a trench which extends about lower foundation portions of an existing building but at locations preferably spaced several feet from the foundation. The newly laid auxiliary drain line is formed of perforate material which admits surrounding ground water, and is connected to a storm drain line that serves the building so that water which enters the auxiliary drain line is discharged into the storm drain line. A porous reservoir is formed in the trench to (1) duct ground water to the auxiliary drain line, (2) eliminate ground water pressure buildup in the vicinity of the foundation wall, and (3) provide a ground water reservoir during an excessively heavy rainfall when the storm drain line may be incapable of carrying away all of the accumulated waterfall. The auxiliary drain line is laid in the trench at a level below the top of the basement floor of the building. In the event the storm drain line is found to be positioned too high to permit the auxiliary drain line to discharge into it properly, (1) a manhole is constructed, (2) the auxiliary drain line is connected to discharge into the manhole, and (3) a sump pump is provided in the manhole for transferring water from the manhole to the storm drain line. Branch lines may be installed in short underground tunnels to connect the new auxiliary drain line with an existing footer drain line system which surrounds the foundation of the building. The building's downspouts may be rerouted to the auxiliary drain line as needed to bypass clogged storm drain line sections. The building's downspouts are preferably provided with specially configured leaf traps which may be cleaned out at ground level.
Inventors
- 👤 Dante DiFiore
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-04 07:57
CPC Classifications
E; E03; E03F; E03F1/00; E03F1/002; E02; E02B; E02B11/00; E02D; E02D31/00; E02D31/02; E04; E04D; E04D13/00; E04D13/04; E04D13/08; E04D2013/082
Claims Analysis
Total Claims: 11
Claim 1
Independent Claim
387 words
A method of relieving and eliminating ground water buildup near at least a portion of a foundation wall of a building, wherein the building has a basement floor that is internal with respect to the foundation wall, and wherein the basement floor has a top surface, and wherein the building has a footer drain line system extending along the foundation wall portion, including the steps of: (a) digging a trench at a location that is external with respect to and extending along but spaced a substantial distance on the order of several feet laterally outwardly from an underground wall which forms a portion of a foundation wall of a building, the trench extending to a depth below the height of a top surface of a basement floor of the building; (b) installing an elongate auxiliary drain line means in the trench at a level below that of the height of the top surface of the basement floor of the building and at a level below that of nearby portions of the footer drain line system, with the auxiliary drain line means being similarly spaced a substantial distance from and external to the underground wall for providing openings at spaced locations along the elongate auxiliary drain line means to admit water from a surrounding area that is external with respect to the undergrond wall into the auxiliary drain line means, including establishing at least one branch line connection between the auxiliary drain line means and the nearby footer drain line portions so that water may discharge from the footer drain line system through the branch line connection into the auxiliary drain line means; (c) providing means for connecting the auxiliary drain line means to a storm drain line which serves the building so that water which is admitted to the auxiliary drain line means is channeled into the storm drain line; and, (d) filling substantially all but the topmost few inches of the trench with particulate material to provide porous reservoir means surrounding the auxiliary drain line means at a location which is external with respect to the underground wall and extending upwardly from the auxiliary drain line means for receiving ground water and ducting it to the auxiliary ground drain line means to prevent the buildup of ground water in the vicinity of the foundation wall portion.
Claim 2
Independent Claim
387 words
A method of relieving and eliminating ground water buildup near at least a portion of a foundation wall of a building, wherein the building has a basement floor that is internal with respect to the foundation wall, and wherein the basement floor has a top surface, and wherein the building has a footer drain line system extending along the foundation wall portion, including the steps of: (a) digging a trench at a location that is external with respect to and extending along but spaced a substantial distance on the order of several feet laterally outwardly from an underground wall which forms a portion of a foundation wall of a building, the trench extending to a depth below the height of a top surface of a basement floor of the building; (b) installing an elongate auxiliary drain line means in the trench at a level below that of the height of the top surface of the basement floor of the building and at a level below that of nearby portions of the footer drain line system, with the auxiliary drain line means being similarly spaced a substantial distance from and external to the underground wall for providing openings at spaced locations along the elongate auxiliary drain line means to admit water from a surrounding area that is external with respect to the undergrond wall into the auxiliary drain line means, including establishing at least one branch line connection between the auxiliary drain line means and the nearby footer drain line portions so that water may discharge from the footer drain line system through the branch line connection into the auxiliary drain line means; (c) providing means for connecting the auxiliary drain line means to a storm drain line which serves the building so that water which is admitted to the auxiliary drain line means is channeled into the storm drain line; and, (d) filling substantially all but the topmost few inches of the trench with particulate material to provide porous reservoir means surrounding the auxiliary drain line means at a location which is external with respect to the underground wall and extending upwardly from the auxiliary drain line means for receiving ground water and ducting it to the auxiliary ground drain line means to prevent the buildup of ground water in the vicinity of the foundation wall portion.
Claim 3
Dependent Claim
91 words
The method of claim 1 wherein the step of establishing at least one branch line connection between the auxiliary drain line means and the footer drain line system includes the steps of: (a) digging an underground tunnel from a lower portion of the trench to the vicinity of the footer drain line system; and, (b) positioning a connecting conduit in the tunnel at an angle of incline extending downwardly from a point of connection with the footer drain tile system to a point of connection with the auxiliary drain line means.
Claim 4
Dependent Claim
47 words
The method of claim 1 wherein the step of providing means for connecting the auxiliary drain line means to the storm drain line includes the step of constructing a manhole at a location of the connection between the auxiliary drain line means and the storm drain line.
Claim 5
Dependent Claim
72 words
The method of claim 3 wherein, should the storm drain line be found to be positioned too high for the auxiliary drain line means to define by gravity into the storm drain line at the location of the manhole, the auxiliary drain line means is connected to drain into the manhole, and a sump pump is provided in the manhole to transfer water from within the manhole to the storm drain line.
Claim 6
Dependent Claim
43 words
The method of claim 3 wherein, should the storm drain line have a history of backing up into the footer drain line system, a check valve is installed in the storm drain line within the confines of the manhole to prevent such backups.
Claim 7
Dependent Claim
36 words
The method of claim 1 wherein the building has at least one downspout, and the method further includes the step of installing a branch conduit to duct water from the downspout into the auxiliary drain line.
Claim 8
Dependent Claim
32 words
The method of claim 1 wherein the building has at least one downspout, and the method further includes the step of installing a leaf trap in the downspout at a near-ground-level location.
Claim 9
Dependent Claim
132 words
The method of claim 8 wherein the step of installing a leaf trap includes the steps of: (a) providing a leaf trap having a housing with an upper end, a lower end, an inlet near the upper end, an outlet near the lower end, a discharge opening located intermediate the inlet and the outlet, a closure for closing the discharge opening, and screen means carried in the housing for passing water through the housing from the inlet to the outlet, and for directing leaves, pieces of roofing and other debris toward a collection position located near the discharge opening; and (b) positioning the leaf trap to receive water through the inlet from an upper portion of the downspout, and to discharge water from the outlet into a lower portion of the downspout.
Claim 10
Dependent Claim
30 words
The method of claim 8 wherein the step of providing a leaf trap additionally includes the step of providing means biasing the closure toward a position closing the discharge opening.
Claim 11
Dependent Claim
76 words
The method of claim 8 wherein the step of providing a leaf trap having screen means includes the step of providing a screen extending in an inclined manner across the path of flow and being operable to direct water from the inlet opening toward the discharge opening should a substantial buildup of debris occur within the housing for opening the closure and for discharging at least a portion of the collected debris through the discharge opening.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1988-06-17 | 1988-12-17 | 1989-06-18 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1992-06-17 | 1992-12-17 | 1993-06-18 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1996-06-17 | 1996-12-17 | 1997-06-18 | $7700.00 | Window Closed / Lapsed |