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A dispersal field for a wastewater treatment system of the type used in conjunction with a septic tank, the dispersal field including multiple conduits, each conduit having at least one discharge opening. The configuration of each conduit and the size and position of the discharge openings causes wa

A dispersal field for a wastewater treatment system of the type used in conjunction with a septic tank, the dispersal field including multiple conduits, each conduit having at least one discharge opening. The configuration of each conduit and the size and position of the discharge openings causes wastewater flowing into the conduits to stand in each of the conduits below the level of the discharge openings until it has a BOD of less than about 125 mg/l.

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1. A dispersal field for a wastewater treatment system of the type used in conjunction with a septic tank, the dispersal field comprising at least one conduit, each conduit having a closed bottom and at least one discharge opening at a point spaced above the closed bottom, each conduit so configured

1. A dispersal field for a wastewater treatment system of the type used in conjunction with a septic tank, the dispersal field comprising at least one conduit, each conduit having a closed bottom and at least one discharge opening at a point spaced above the closed bottom, each conduit so configured and the discharge openings so sized and positioned that a volume of wastewater flowing into the conduits is retained by and will stand above the bottom of the at least one conduit below the level of the discharge openings until it has a BOD of less than about 125 mg/l. 2. The dispersal field of claim 1 wherein the diameter of the at least one conduit is at least 12 inches. 3. The dispersal field of claim 1 wherein the at least one conduit is sloped downward to facilitate flow of wastewater through substantially the length of each of said conduits. 4. The dispersal field of claim 3 further including at least one weir positioned within the at least one conduit for regulating the rate at which wastewater flows through said conduits. 5. The dispersal field of claim 1 wherein the at least one conduit comprises at least one substantially vertical portion and at least one substantially horizontal portion to facilitate the flow of wastewater through substantially the length of said conduits. 6. The dispersal field of claim 1 wherein each of said discharge openings is at least at or above a plane extending horizontally through the center of the at least one conduit. 7. The dispersal field of claim 1, further including:(a) an inlet manifold for receiving wastewater into said treatment and dispersal system, said inlet manifold interconnected to each conduit;(b) a vent connected to said manifold for the introduction of air into said inlet manifold;(c) an outlet manifold interconnected to each conduit; and(d) a vent connected to said outlet manifold for the escape of air passing through said outlet manifold. 8. The dispersal field of claim 1 further including a layer of stone positioned along at least some portion of the closed bottom of each conduit for enhancing biological activity. 9. A dispersal field for a wastewater treatment system of the type used in conjunction with a septic tank, comprising:(a) an inlet manifold for receiving wastewater from a septic tank; and(b) at least one conduit, each conduit having a closed bottom and at least one discharge opening at a point spaced above the closed bottom, each conduit so configured and the discharge openings so sized and positioned that wastewater flowing into the conduits is retained by and will stand above the bottom of the at least one conduit below the level of the discharge openings until it has a BOD of less than about 125 mg/l. 10. The dispersal field of claim 9 wherein the diameter of each conduit is at least 12 inches. 11. The dispersal field of claim 9 wherein each conduit is sloped downward to facilitate flow of wastewater through substantially the length of each conduit. 12. The dispersal field of claim 11 further including at least one weir positioned within each conduit for regulating the rate at which wastewater flows through said conduit. 13. The dispersal field of claim 9 wherein each conduit comprises at least one substantially vertical portion and at least one substantially horizontal portion to facilitate the flow of wastewater through substantially the length of said conduit. 14. The dispersal field of claim 9 wherein each of said discharge openings is at least at or above a plane extending horizontally through the center of each of said conduits. 15. A wastewater treatment and dispersal system, comprising:(a) a septic tank;(b) an inlet manifold for receiving wastewater from a septic tank; and(c) at least one conduit, each conduit having a closed bottom and at least one discharge opening at a point spaced above the closed bottom, each conduit so configured and the discharge openings so sized and positioned that wastewater flowing into the conduits is retained by and will stand above the bottom of the at least one conduit below the level of the discharge openings until it has a BOD of less than about 125 mg/l. 16. The system of claim 15 wherein the diameter of each conduit is at least 12 inches. 17. The system of claim 15 wherein each conduit is sloped downward to facilitate flow of wastewater through substantially the length of each conduit. 18. The system of claim 17 further including at least one weir positioned within each conduit for regulating the rate at which wastewater flows through said conduit. 19. The system of claim 15 wherein each conduit comprises at least one substantially vertical portion and at least one substantially horizontal portion to facilitate the flow of wastewater through substantially the length of said conduit. 20. The system of claim 15 wherein each of said discharge openings is at least at or above a plane extending horizontally through the center of each conduit. 21. A wastewater treatment and dispersal system of the type used in conjunction with a septic tank, comprising:(a) an inlet manifold for receiving wastewater from a septic tank;(b) at least one conduit connected to and branching from the inlet manifold, each conduit having a closed bottom and at least one discharge opening at a point spaced above the closed bottom, each conduit so configured and the discharge openings sized and positioned that a volume of wastewater flowing into the conduits is retained by and will stand above the bottom of the at least one conduit below the level of the discharge openings until it has a BOD of less than about 125 mg/l;(c) an outlet manifold interconnected to each conduit; and(d) a forced air system including a ventilation path connected to each conduit in the area above the wastewater thereby enhancing the biological activity in the wastewater. 22. The system of claim 21 wherein the diameter of each conduit is at least 12 inches. 23. The system of claim 21 wherein each conduit is sloped downward to facilitate flow of wastewater through substantially the length of each conduit. 24. The system of claim 23 further including at least one weir positioned within each conduit for regulating the rate at which wastewater flows through said conduit. 25. The system of claim 21 wherein each conduit comprises at least one substantially vertical portion and at least one substantially horizontal portion to facilitate the flow of wastewater through substantially the length of said conduit. 26. The system of claim 21 wherein the plurality of discharge openings are at least at or above a plane extending horizontally through the center of each conduit. 27. The system of claim 26 wherein at least one discharge opening is located substantially at the horizontal center of each conduit. 28. The system of claim 21, further including an inlet vent connected to said inlet manifold and an outlet vent connected to the outlet manifold. 29. The system of claim 21 further including a layer of stone positioned along at least some portion of the closed bottom of each conduit for enhancing biological activity. 30. The system of claim 21 wherein the forced air system includes an air moving apparatus selected from the group consisting of a pump, an inline axial fan, and a vacuum pump. 31. The system of claim 30, further including at least one temperature element for sensing the temperature in each conduit, the temperature sensor electrically interconnected to a means for automatically heating the air circulating through the conduit. 32. The system of claim 31, wherein the heating means are selected from the group of heating means consisting of a pump, fan, heating element, and residual household heat. 33. A wastewater treatment and dispersal system of the type used in conjunction with a septic tank, comprising:(a) an inlet manifold for receiving wastewater from a septic tank;(b) at least one conduit connected to and branching from the inlet manifold, each conduit having a closed bottom and at least one di scharge opening at a point spaced above the closed bottom, each conduit so configured and the discharge openings sized and positioned that a volume of wastewater flowing into the conduits is retained by and will stand above the bottom of the at least one conduit below the level of the discharge openings until it has a BOD of less than about 125 mg/l;(c) an outlet manifold interconnected to each conduit; and(d) a forced air system including a perforated aeration hose in the bottom of each conduit to circulate air through the wastewater thereby agitating the wastewater and enhancing the biological activity in the wastewater. 34. The system of claim 33 wherein the diameter of each conduit is at least 12 inches. 35. The system of claim 33 wherein each conduits is sloped downward to facilitate flow of wastewater through substantially the length of each conduit. 36. The system of claim 35 further including at least one weir positioned within each conduit for regulating the rate at which wastewater flows through said conduit. 37. The system of claim 33 wherein each conduit comprises at least one substantially vertical portion and at least one substantially horizontal portion to facilitate the flow of wastewater through substantially the length conduit. 38. The system of claim 33 wherein the plurality of discharge openings are at least at or above a plane extending horizontally through the center of each conduit. 39. The system of claim 38 wherein at least one discharge opening is located substantially at the horizontal center conduit. 40. The system of claim 33, further including an outlet vent connected to said inlet manifold. 41. The system of claim 33, further including an outlet vent connected to said outlet manifold. 42. A wastewater treatment and dispersal system, comprising:(a) a septic tank;(b) an inlet manifold for receiving wastewater from a septic tank;(c) at least one conduit connected to and branching from the inlet manifold, each conduit having a closed bottom and at least one discharge opening at a point spaced above the closed bottom, each conduit so configured and the discharge openings sized and positioned that a volume of wastewater flowing into the conduits is retained by and will stand above the bottom of the at least one conduit below the level of the discharge openings until it has a BOD of less than about 125 mg/l;(d) an outlet manifold interconnected to each conduit; and(e) a forced air system including a ventilation path connected to each conduit in the area above the wastewater thereby enhancing the biological activity in the wastewater. 43. The system of claim 42 wherein the diameter of each conduit is at least 12 inches. 44. The system of claim 42 wherein each conduits is sloped downward to facilitate flow of wastewater through substantially the length of each conduit. 45. The system of claim 44 further including at least one weir positioned within each conduit for regulating the rate at which wastewater flows through said conduit. 46. The system of claim 42 wherein each conduit comprises at least one substantially vertical portion and at least one substantially horizontal portion to facilitate the flow of wastewater through substantially the length conduit. 47. The system of claim 42 wherein the plurality of discharge openings are at least at or above a plane extending horizontally through the center of each conduit. 48. The system of claim 47 wherein at least one discharge opening is located substantially at the horizontal center of each conduit. 49. The system of claim 42, further including an inlet vent connected to said inlet manifold and an outlet vent connected to the outlet manifold. 50. The system of claim 42 further including a layer of stone positioned along at least some portion of the closed bottom of each conduit for enhancing biological activity. 51. The system of claim 42 wherein the forced air system includes an air moving apparatus selected from the group consisting of a pump, an inline axial fan, and a vacuum pump. 52. The system of claim 51, further including at least one temperature element for sensing the temperature in the plurality of conduits, the temperature sensor electrically interconnected to a means for automatically heating the air circulating through each conduit. 53. The system of claim 52, wherein the heating means are selected from the group of heating means consisting of a pump, fan, heating element, and residual household heat. 54. A system as set forth in claim 42 and further including a forced air system including a perforated aeration hose in the bottom of each conduit to circulate air through the wastewater thereby agitating the wastewater and enhancing the biological activity in the wastewater. 55. A method for treating wastewater of the type discharged from a conventional septic tank into a dispersal field formed of at least one perforated conduit, comprising:(a) receiving wastewater from a septic tank system into at least one conduit having a closed bottom, each conduit so configured as to cause a volume of said wastewater to stand above the bottom of the at least one conduit; and(b) forcing air through each conduit to agitate the wastewater standing in said conduit, resulting in maximum exposure of the wastewater to oxygen, wherein the wastewater seeping outward from said conduit has a BOD less than about 125 mg/l.