Stormwater biofiltration system and method

• US 10,563,392 B2
• Filed: 08/10/2016
• Issued: 02/18/2020
• Est. Priority Date: 08/11/2015
• Status: Active Grant

• Current Assignee: MMT, Inc.
• Original Assignee: MMT, Inc.
• Inventors: Iorio, Paul Anthony
• Primary Examiner(s): Upton, Christopher
• Application Number:
  US15/735,940
• Publication Number:
  US 20180179748A1
• Time in Patent Office: 1,287 Days
• Field of Search: 210150, 210151, 21017003, 210602
• CPC Class Codes: C02F 1/004 using large scale industrial sized filters
• CPC Class Codes: C02F 2103/001 Runoff or storm water
• CPC Class Codes: C02F 3/046 Soil filtration
• CPC Class Codes: C02F 3/32 characterised by the animals or plants used, e.g. algae
• CPC Class Codes: C02F 3/327 characterised by animals and plants
• CPC Class Codes: E03B 1/041 Greywater supply systems
• CPC Class Codes: E03B 2001/047 using rainwater
• CPC Class Codes: E03F 1/002 with disposal into the ground, e.g. via dry wells
• CPC Class Codes: E03F 5/0404 with a permanent or temporary filtering device; Filtering devices specially adapted therefor
• CPC Class Codes: E03F 5/046 adapted to be used with kerbs E03F5/06 takes precedence draining of roads E01F
• CPC Class Codes: Y02A 20/108 Rainwater harvesting
• CPC Class Codes: Y02A 20/152 Water filtration

Abstract

A stormwater treatment system and method for removing sediment, chemical pollutants, and debris from stormwater runoff by utilizing bioretention practices including physical, chemical and biological processes. Stormwater is directed into a primarily open-bottomed, multi-dimensional container whereby entrained sediment and other transportable materials are filtered and treated through a media filter layer consisting of inorganic and/or organic materials. A live plant (preferably a tree) situated within the container with roots resident in the media filter layer with the ability for expansion beyond the perimeter of the container through openings in one or more sidewalls. The treated water may be further conveyed beyond the perimeter of the container by additional openings and/or piping. A vertically positioned overflow/bypass/clean out piping apparatus may be included within the stormwater treatment system to provide additional water conveyance. Additional ancillary conveyance, filtration and storage facilities may be connected to the described stormwater treatment system as conditions warrant.

Claims

1. A stormwater treatment system with bioretention functionality comprising at least four substantially open vertical sidewalls and a partial horizontal top sidewall affixed to one or more of said sidewalls, wherein when said system is partially buried in the ground, said partial horizontal top sidewall exposes the interior of the system to the atmosphere;

further wherein said system contains discrete layers of organic and inorganic or a mixture of organic and inorganic material;

provided said system does not have a bottom wall or a sump.

2. The stormwater treatment system according to claim 1, wherein said organic and inorganic material is confined to the interior of the system.

3. The stormwater treatment system according to claim 1, wherein said organic and inorganic material extends under and out of said system.

4. The stormwater treatment system according to claim 1, wherein said inorganic material is an aggregate media.

5. The stormwater treatment system according to claim 4, wherein said aggregate media comprises sand, gravel, stone or any combination thereof.

6. The stormwater treatment system according to claim 5, wherein said inorganic media further comprises organic material, provided said inorganic media can filter stormwater entering the system while maintaining moisture to support vegetation growth.

7. The stormwater treatment system according to claim 6, wherein said inorganic media further comprises an additive comprised of iron or aluminum oxide, an expanded ceramic, or a water treatment residual no greater than 20% (±

5%) by volume or any combination thereof.

8. The stormwater treatment system according to claim 7, wherein said system contains a third discrete layer of material situated below the organic and inorganic layers comprising stone or aggregate or a combination thereof.

9. The stormwater treatment system according to claim 8, further comprising a separating layer situated below said third discrete layer.

10. The stormwater treatment system according to claim 9, wherein said separating layer comprises a manufactured geotextile fabric material and/or dimensional stone, provided said dimensional stone is different from the stone comprising the third layer immediately above the separating layer.

11. The stormwater treatment system according to claim 9, further comprising a base situated above or embedded within said separating layer.

12. The stormwater treatment system according to claim 9, wherein soil is located below said separating layer.

13. The stormwater treatment system according to claim 12, further comprising a horizontal under drain pipe embedded with said base and/or separating layer wherein when said drain pipe directs filtered stormwater out of the system into the surrounding ground or to a receiving facility.

14. The stormwater treatment system according to claim 13, wherein said horizontal under drain pipe contains a plurality of openings.

15. The stormwater treatment system according to claim 13, further comprising a vertical pipe extending via the exposed interior formed by the partial horizontal top sidewall wherein said vertical pipe is a clean out access pipe or an overflow or internal bypass conduit or both which directs excess stormwater that enters the system and accumulates at the top of said system out of the system.