US5322629A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Method and apparatus for treating storm water
Assignee: Contech Stormwater Solutions LLC
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Filing: 1993-03-02
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Granted: 1994-06-21
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Expires: 2013-03-02
Abstract
Abstract Storm water runoff is treated by passing the runoff through a bed of high quality leaf compost material to remove pollutants from the runoff prior to discharge into a water receiving system, such as a river, lake or storm water drainage system. Apparatus for treating storm water runoff is disclosed having at least one chamber for containing compost defined by a pair of opposed side walls and a pair of opposed end walls; an influent pathway for providing storm water to the compost chamber, a drain field positioned beneath the compost chamber for receiving storm water from the compost chamber, a layer of water permeable material interposed between the compost chamber and the drain field providing fluid communication between the compost chamber and the drain field while preventing the flow of compost material into the drain field, and a storm water outlet in fluid communication with the drain field for discharging treated storm water from the apparatus.
Inventors
- 👤 William C. Stewart
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-08 19:13
CPC Classifications
E; E03; E03F; E03F1/00; B; B01; B01D; B01D24/00; B01D24/002; B01D24/02; B01D24/20; B01D24/24; B01D24/38; B01D24/40; B01D39/00; B01D39/02; B01D39/04; C; C02; C02F; C02F3/00; C02F3/02; C02F3/04; C02F3/046; B01D2201/00; B01D2201/10; C02F2103/00; C02F2103/001; Y; Y02; Y02W; Y02W10/00; Y02W10/10
Claims Analysis
Total Claims: 11
Claim 1
Independent Claim
50 words
A method of treating storm water runoff to reduce the amount of pollutants in the runoff prior to discharge into the environment, comprising passing the runoff through a bed of mature deciduous leaf compost at a flow rate of at least about 0.5 gallons/minute/square foot of compost bed surface area.
Claim 2
Independent Claim
50 words
A method of treating storm water runoff to reduce the amount of pollutants in the runoff prior to discharge into the environment, comprising passing the runoff through a bed of mature deciduous leaf compost at a flow rate of at least about 0.5 gallons/minute/square foot of compost bed surface area.
Claim 3
Dependent Claim
23 words
The method of claim 1 wherein the leaf compost comprises at least about 5 percent by dry weight of a permeability enhancing agent.
Claim 4
Dependent Claim
20 words
The method of claim 2 wherein the leaf compost comprises at least about 15 percent by dry weight of gravel.
Claim 5
Dependent Claim
23 words
The method of claim 1 wherein the leaf compost comprises less than about 15 percent by dry weight of non-leaf origin organic matter.
Claim 6
Dependent Claim
23 words
The method of claim 4 wherein the leaf compost comprises less than about 5 percent by dry weight of non-leaf origin organic matter.
Claim 7
Dependent Claim
93 words
The method of claim 1 wherein the leaf compost is contained in at least one chamber for containing compost defined by a pair of opposed side walls and a pair of opposed end walls, the treated runoff is received by a drain field positioned beneath the compost chamber, and a layer of water permeable material is interposed between the compost chamber and the drain field, the layer of water permeable material providing fluid communication between the compost chamber and the drain field while preventing the flow of the compost into the drain field.
Claim 8
Independent Claim
167 words
An apparatus for treating storm water runoff comprising: (a) at least one chamber for containing compost defined by a pair of opposed side walls and a pair of opposed end walls; (b) storm water influent means for providing storm water to the compost chamber; (c) a drain field positioned beneath the compost chamber for receiving storm water from the compost chamber; (d) a layer of water permeable material interposed between the compost chamber and the drain field, the layer of water permeable material providing fluid communication between the compost chamber and the drain field while preventing the flow of compost material into the drain field, the layer of permeable material comprising a nonwoven construction fabric having a permeability of at least about 0.1 cm/sec, a permittivity of at least about 50 gal/min/ft 2 and an apparent opening size of at least about US sieve number 60; and (e) storm water effluent means in fluid communication with the drain field for discharging treated storm water from the apparatus.
Claim 9
Independent Claim
167 words
An apparatus for treating storm water runoff comprising: (a) at least one chamber for containing compost defined by a pair of opposed side walls and a pair of opposed end walls; (b) storm water influent means for providing storm water to the compost chamber; (c) a drain field positioned beneath the compost chamber for receiving storm water from the compost chamber; (d) a layer of water permeable material interposed between the compost chamber and the drain field, the layer of water permeable material providing fluid communication between the compost chamber and the drain field while preventing the flow of compost material into the drain field, the layer of permeable material comprising a nonwoven construction fabric having a permeability of at least about 0.1 cm/sec, a permittivity of at least about 50 gal/min/ft 2 and an apparent opening size of at least about US sieve number 60; and (e) storm water effluent means in fluid communication with the drain field for discharging treated storm water from the apparatus.
Claim 10
Dependent Claim
17 words
The apparatus of claim 7 which further comprises means for distributing storm water in the compost chamber.
Claim 11
Dependent Claim
99 words
The apparatus of claim 8 wherein the means for distributing the storm water comprises a distributor box having a peripheral flange adapted for mounting the distributor box to an upper portion of one of the end walls of the compost chamber and a bottom wall, a plurality of orifices in the bottom wall of the distributor box, and a plurality of flanged inflow pipes mounted on the bottom wall of the distributor box in fluid communication with the orifices, the flanged inflow pipes having a sufficient length to prevent floatable materials from overflowing the end wall of the apparatus.
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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) | 1997-06-20 | 1997-12-20 | 1998-06-21 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 2001-06-20 | 2001-12-20 | 2002-06-21 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 2005-06-20 | 2005-12-20 | 2006-06-21 | $7700.00 | Window Closed / Lapsed |