System and process for treatment of biodegradable waste

Claim 2

A landfarm: installation especially adapted for use in areas with highly permeable soils, high water tables, or having critical groundwater supplies, for the placement and treatment of biodegradable waste containing hazardous elements, comprising: a. at least one treatment bay, having a gradient of about 1%, and a surface which receives said waste; b. a dike surrounding the treatment bay; c. a topmost layer of the treatment bay, said topmost soil layer having a gradient and being composed of sand, clay, and silt, in the approximate proportions of 6:3:1, respectively. d. a permeable sandy soil layer, with a gradient, underlying said topmost zone; e. an impermeable layer, with a gradient, underlying said permeable sandy zone; f. a surface drainage system for collecting and removing surface liquid at the lower end of the gradient of the surface of said treatment bay; g. a subsurface drainage system for removing leachate in said permeable sandy zone; h. treatment apparatus for receiving the drainage outflow from said surface and subsurface drainage system and for separating the water from components thereof; and i. an external drainage system for receiving and conveying the treated, unpolluted, effluent from said treatment apparatus.

Claim 3

An installation according to claim 1 in which there are a plurality of treatment bays.

Claim 4

An installation according to claim 1 in which the gradients of the surface of the treatment bay and of the topmost soil layer, the permeable sandy soil layer and the impermeable layer are each within the range of from 0.5 to 1.5%.

Claim 5

An installation according to claim 3 in which the gradients of said surface and of said layers are identical.

Claim 6

An installation according to claim 1 in which the proportions of the elements of the topmost soil layer are as follows: sand, 60 to 70%; clay, 20 to 30%; and silt, 10%.

Claim 7

An installation according to claim 1 in which the topmost soil layer has a minimum Cation Exchange Capacity of from 5 to 15 milliequivalents per kilogram.

Claim 8

An installation according to claim 1 in which the topmost soil layer has a high anion exchange capacity.

Claim 9

An installation according to claim 1 in which the topmost soil layer contains adsorbent materials which assist the retention of said elements while said elements are converted to innocuous, inert, materials.

Claim 10

An installation according to claim 1 in which the treatment apparatus comprises an oil skimmer, oil sump, and a corrugated plate separator.

Claim 11

An installation according to claim 1 in which the impermeable layer consists of a clay.

Claim 12

An installation according to claim 1 in which the impermeable layer consists of a membrane liner.

Claim 13

An installation according to claim 1 in which the impermeable layer consists of a plurality of membrane liners.

Claim 14

An installation according to claim 1 in which the topmost soil layer and the impermeable layer extend to the top of the inside of the dike.

Claim 15

An installation according to claim 1 in which the impermeable layer extends to the top of the dike.

Claim 16

An installation according to claim 1 in which the surface drainage system comprises concrete lined drains.

Claim 17

An installation according to claim 1 which includes means for access to the treatment bay.

Claim 18

An installation according to claim 1 in which the gradient of the treatment bay is from 0.5% to 1.5%.

Claim 19

An installation according to claim 1 which includes means for detecting and measuring contaminants in the groundwater.

Claim 20

Progress for the treatment of bidodegradable waste which contains hazardous elements, said process being especially adapted for use in areas with highly permeable soils, high water tables, or having critical groundwater supplies, comprising: a. forming at least one treatment bay, said treatment bay having a gradient of about 1%, and a surface for the receipt of said waste; b. constructing a dike around said treatment bay; c. forming a topmost soil layer within said treatment bay, said topmost soil layer having a gradient and being composed of sand, clay, and silt, in the approximate proportions of 6:3:1, respectively. d. forming underneath said topmost soil layer a permeable sandy soil layer with a gradient; e. forming underneath said permeable sandy soil layer an impermeable layer with a gradient; f. providing a surface drainage system at the lower end of the gradient of the surface layer of said treatment bay; g. providing a subsurface drainage system for removing leachate in said permeable layer of sandy soil; h. providing in the vicinity of said treatment bay treatment apparatus for receiving and treating the drainage outflow from said surface and said subsurface drainage systems; i. providing a drainage system for receiving and conveying away from the treatment site the effluent from said treatment apparatus; j. providing access means to said treatment bay for delivery of biodegradable waste; k. periodically spreading said waste over the surface of said treatment bay; l. subjecting said waste to periodic tillage; and m. periodically adding such amounts of fertilizer and lime to said wastes as may be required in order to maintain in said waste an appropriate pH.

Claim 21

Progress for the treatment of bidodegradable waste which contains hazardous elements, said process being especially adapted for use in areas with highly permeable soils, high water tables, or having critical groundwater supplies, comprising: a. forming at least one treatment bay, said treatment bay having a gradient of about 1%, and a surface for the receipt of said waste; b. constructing a dike around said treatment bay; c. forming a topmost soil layer within said treatment bay, said topmost soil layer having a gradient and being composed of sand, clay, and silt, in the approximate proportions of 6:3:1, respectively. d. forming underneath said topmost soil layer a permeable sandy soil layer with a gradient; e. forming underneath said permeable sandy soil layer an impermeable layer with a gradient; f. providing a surface drainage system at the lower end of the gradient of the surface layer of said treatment bay; g. providing a subsurface drainage system for removing leachate in said permeable layer of sandy soil; h. providing in the vicinity of said treatment bay treatment apparatus for receiving and treating the drainage outflow from said surface and said subsurface drainage systems; i. providing a drainage system for receiving and conveying away from the treatment site the effluent from said treatment apparatus; j. providing access means to said treatment bay for delivery of biodegradable waste; k. periodically spreading said waste over the surface of said treatment bay; l. subjecting said waste to periodic tillage; and m. periodically adding such amounts of fertilizer and lime to said wastes as may be required in order to maintain in said waste an appropriate pH.

Claim 22

A process according to claim 19 whereby a plurality of treatment bays are formed.

Claim 23

A process according to claim 19 whereby the surface of the treatment bay, the topmost soil layer, the permeable sandy soil layer, and the impermeable layer are each formed with a gradient of from 0.5 to 1.5 percent.

Claim 24

A process according to claim 19 whereby the gradients of said surface and said layers are formed with identical gradients.

Claim 25

A process according to claim 19 whereby the surface of the treatment bay, the topmost soil layer, the permeable sandy soil layer, and the impermeable layer are each formed with a gradient of about 1 percent.

Claim 26

A process according to claim 19 whereby the topmost soil layer is formed with a Cation Exchange Capacity of from 5 to 15 milliequivalents per kilogram.

Claim 27

A process according to claim 19 which employs a treatment apparatus consisting of an oil skimmer, an oil sump and a corrugated plate separator.

Claim 28

A process according to claim 19 whereby the impermeable layer is formed from a clay.

Claim 29

A process according to claim 19 whereby the impermeable layer is formed from a membrane liner.

Claim 30

A process according to claim 19 whereby the impermeable layer is formed from a plurality of membrane liners.

Claim 31

A process according to claim 19 whereby said topmost soil layer and said impermeable layer are extended to the top of the inside of the dike.

Claim 32

A process according to claim 19 whereby said impermeable layer is extended to the top of the dike.

Claim 33

A process according to claim 19 whereby the surface drainage system is formed from concrete-lined drains.

Claim 34

A process according to claim 19 whereby the topmost soil layer is formed with a high anion exchange capacity.

Claim 35

A process according to claim 19 whereby adsorbent materials are added to the topmost soil layer in order to assist the retention of said elements while said elements are converted to innocuous, inert, materials.

Claim 36

A process according to claim 19 in which the treatment bay is formed with a gradient of 0.5 to 1.5%.

Claim 37

A process according to claim 19 whereby means for detecting and measuring contaninants in the groundwater is provided.