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A berm to increase capacity of an existing landfill comprises a reinforced portion and backfill material. The landfill comprises a waste-receiving recess having a surface and an outer perimeter, an edge surface peripherally adjacent at least a portion of the outer perimeter, and an existing accumula

A berm to increase capacity of an existing landfill comprises a reinforced portion and backfill material. The landfill comprises a waste-receiving recess having a surface and an outer perimeter, an edge surface peripherally adjacent at least a portion of the outer perimeter, and an existing accumulation of waste within the recess having a collective top surface. The reinforced portion has opposing inner and outer surfaces and comprises structural fill material and a plurality of reinforcing members disposed therein. The backfill material has an inner surface adjacent the inner surface of the reinforced portion. The inner surface of the reinforced portion and the adjacent inner surface of the backfill material are substantially non-planar. The backfill material is at least partially encapsulated by an impermeable membrane. At least a portion of the berm sits on at least a portion of the edge surface of the landfill.

대표청구항 ▼

1. A combination of an existing landfill and a berm to increase capacity of the existing landfill, the landfill comprising a waste-receiving recess having a surface and an outer perimeter, an edge surface peripherally adjacent at least a portion of the outer perimeter, and an existing accumulation o

1. A combination of an existing landfill and a berm to increase capacity of the existing landfill, the landfill comprising a waste-receiving recess having a surface and an outer perimeter, an edge surface peripherally adjacent at least a portion of the outer perimeter, and an existing accumulation of waste within the recess having a collective top surface, the berm comprising: a reinforced portion having opposing inner and outer surfaces and comprising structural fill material and a plurality of reinforcing members disposed therein; andbackfill material having an inner surface adjacent the inner surface of the reinforced portion, the backfill material being at least partially encapsulated by a fluid-impermeable membrane;wherein at least a portion of the berm sits on at least a portion of the edge surface of the landfill;wherein the inner surface of the reinforced portion and the adjacent inner surface of the backfill material are substantially non-planar, andwherein the inner surface of the reinforced portion and the adjacent inner surface of the backfill material each comprise a plurality of interlocking sections. 2. The combination of claim 1, wherein the backfill material comprises contaminated fill material; wherein the contaminated fill material comprises one or more of fossil fuel combustion product, fly ash, bottom ash, boiler slag, flue gas desulphurization material, nonhazardous contaminated soil, contaminated crushed glass, contaminated crushed concrete, contaminated crushed asphalt, sand blast grit, foundry sand, de-watered dredge spoils, or combinations thereof; andwherein the contaminated fill material is contaminated with one or more of a metal, an acid, a base, a volatile organic compound, a semi-volatile organic compound, a petroleum product, selenium, mercury, lead, boron, cadmium, thallium, a polycyclic aromatic hydrocarbons compound, or combinations thereof. 3. The combination of claim 1, wherein the impermeable membrane comprises a geomembrane. 4. The combination of claim 3, wherein the geomembrane comprises one of low-density polyethylene (LDPE), high-density polyethylene (HDPE), polyvinyl chloride (PVC), polyurea or polypropylene (PP). 5. The combination of claim 1, wherein the impermeable membrane comprises a plurality of impermeable membrane sections joined with impermeable seams. 6. The combination of claim 1, wherein any unencapsulated portion of the backfill material is adjacent the existing accumulation of waste. 7. The combination of claim 1, wherein the backfill material is fully encapsulated. 8. The combination of claim 7, further comprising: a drainage system in the backfill material and within the impermeable membrane. 9. The combination of claim 8, wherein the drainage system comprises a perforated pipe surrounded by a granular fill material. 10. The combination of claim 9, wherein the drainage system further comprise at least one drainage pipe leading from the perforated pipe to an area outside of the berm. 11. The combination of claim 8, further comprising: a drainage layer adjacent an inner surface of the impermeable membrane and contacting the drainage system. 12. The combination of claim 11, wherein the drainage layer comprises a geocomposite. 13. The combination of claim 7, wherein the backfill material further comprises opposing top and bottom surfaces, and upper and lower sloped outer surfaces; and wherein the lower sloped outer surface slopes outward and upward from the bottom surface to the upper sloped outer surface, wherein the upper sloped outer surface slopes outward and downward from the top surface to the lower sloped outer surface, wherein the lower sloped outer surface is adjacent the existing accumulation of waste, and wherein the upper sloped outer surface is adapted to be adjacent a future accumulation of waste. 14. The combination of claim 13, further comprising: a first liner portion disposed between the bottom surface and at least a portion of the edge surface; anda second liner portion adapted to be disposed between the upper sloped outer surface and the future accumulation of waste. 15. The combination of claim 14, further comprising: a third liner portion disposed between the lower sloped outer surface and the existing accumulation of waste. 16. The combination of claim 7, wherein the backfill material further comprises opposing top and bottom surfaces, and a sloped outer surface; wherein the sloped outer surface slopes outward and downward from the top surface to the bottom surface, and wherein the sloped outer surface is adapted to be adjacent a future accumulation of waste. 17. The combination of claim 16, further comprising: a first liner portion disposed between the bottom surface and at least a portion of the edge surface; anda second liner portion adapted to be disposed between the sloped outer surface and the future accumulation of waste. 18. The combination of claim 1, wherein the plurality of interlocking sections have a zigzag configuration. 19. A combination of a new or an existing landfill and a berm to create the new landfill or to laterally expand the existing landfill by defining a waste-receiving area at a desired location, the waste-receiving area having a surface and an outer perimeter, and the desired location having an edge surface peripherally adjacent at least a portion of the outer perimeter, the berm comprising: a reinforced portion having opposing inner and outer surfaces and comprising structural fill material and a plurality of reinforcing members disposed therein; andbackfill material having an inner surface adjacent the inner surface of the reinforced portion, the backfill material being at least partially encapsulated by a fluid-impermeable membrane;wherein at least a portion of the berm sits on at least a portion of the edge surface;wherein the inner surface of the reinforced portion and the adjacent inner surface of the backfill material are substantially non-planar, andwherein the inner surface of the reinforced portion and the adjacent inner surface of the backfill material each comprise a plurality of interlocking sections. 20. The combination of claim 19, wherein the backfill material comprises contaminated fill material; wherein the contaminated fill material comprises one or more of fossil fuel combustion product, fly ash, bottom ash, boiler slag, flue gas desulphurization material, nonhazardous contaminated soil, contaminated crushed glass, contaminated crushed concrete, contaminated crushed asphalt, sand blast grit, foundry sand, de-watered dredge spoils, or combinations thereof; andwherein the contaminated fill material is contaminated with one or more of a metal, an acid, a base, a volatile organic compound, a semi-volatile organic compound, a petroleum product, selenium, mercury, lead, boron, cadmium, thallium, a polycyclic aromatic hydrocarbons compound, or combinations thereof. 21. The combination of claim 19, wherein the impermeable membrane comprises a geomembrane. 22. The combination of claim 19, wherein the impermeable membrane comprises a plurality of impermeable membrane sections joined with impermeable seams. 23. The combination of claim 19, wherein any unencapsulated portion of the backfill material is adapted to be adjacent a future accumulation of waste. 24. The combination of claim 19, wherein the backfill material is fully encapsulated. 25. The combination of claim 24, further comprising: a drainage system in the backfill material and within the impermeable membrane. 26. The combination of claim 25, wherein the drainage system comprises a perforated pipe surrounded by a granular fill material. 27. The combination of claim 26, wherein the drainage system further comprise at least one drainage pipe leading from the perforated pipe to an area outside of the berm. 28. The combination of claim 25, further comprising: a drainage layer adjacent an inner surface of the impermeable membrane and contacting the drainage system. 29. The combination of claim 28, wherein the drainage layer comprises a geocomposite. 30. The combination of claim 24, wherein the backfill material further comprises opposing top and bottom surfaces, and a sloped outer surface; wherein the sloped outer surface slopes outward and downward from the top surface to the bottom surface, and wherein the sloped outer surface is adapted to be adjacent a future accumulation of waste. 31. The combination of claim 30, further comprising: a first liner portion disposed between the bottom surface and at least a portion of the edge surface; anda second liner portion adapted to be disposed between the sloped outer surface and the future accumulation of waste. 32. The combination of claim 19, wherein the plurality of interlocking sections have a zigzag configuration.