Method and apparatus for installation of drainage field

Claim 2

In a drainage field employed in a sewage treatment and disposal system for delivering fluid from a source of sewage effluent for absorption into the ground, a preassembled drainage line unit, comprising: a horizontally extending perforated conduit connected to deliver fluid from said source; a loose aggregation of discrete, crush resistant, lightweight elements surrounding said conduit; a perforated sleeve member enveloping said aggregation and bounding the same relative to said conduit to define an aggregate-filled drainage cavity in fluid communication with the ground and with the perforations of said conduit; said drainage cavity having predetermined minimum dimensions in directions outwardly of said conduit, and providing drainage characteristics similar to those of a cavity of the same dimensions constituted by an aggregation of rock or crushed stone; and a male end cap mounted over one end of said conduit and a female end cap mounted over the other end of said conduit; said end caps being dimensioned and configured so that the male end cap of one such unit will mate in conduit interconnecting relationship with the female end cap of another such unit brought into end-to-end alignment therewith.

Claim 3

A unit as in claim 1, wherein said dimensions of said aggregate-filled cavity are uniform over the length of said unit.

Claim 4

A unit as in claim 2, wherein said cavity has a first dimension outwardly below said conduit, and a second dimension outwardly above said conduit.

Claim 5

A unit as in claim 3, wherein said first dimension is six inches and said second dimension is two inches.

Claim 6

A unit as in claim 1, wherein said elements comprise bodies of plastic material.

Claim 7

A unit as in claim 5, wherein said plastic material comprises expanded polystyrene.

Claim 8

A unit as in claim 5, wherein said conduit comprises a length of perforated vent pipe; and wherein said sleeve member comprises a tube of netting whose ends are fastened, respectively, about the ends of said vent pipe.

Claim 9

A unit as in claim 7, wherein said pipe comprises corrugated plastic PVC pipe; said sleeve member comprises a seamless plastic mesh tube of heavy duty netting; and said plastic material comprises chunks of expanded polystyrene.

Claim 10

A unit as in claim 8, wherein said pipe comprises four-inch inside diameter pipe with three rows of perforations located in the lower portion thereof; said mesh tube has an expanded diameter of 13 to 36 inches; and said chunks of polystyrene are sized from 3/4 to one inches in their largest dimension.

Claim 11

A unit as in claim 9, wherein said conduit comprises a length of corrugated pipe; and each end cap takes the form of a clamshell-type structure having a yieldable circumferential flange at its inner end that snaps over one run of corrugation of the pipe.

Claim 12

A unit as in claim 10, wherein said male end cap has a central tubular extension at its outer end; and said female end cap has a complementary central tubular opening at its outer end.

Claim 13

A unit as in claim 5, wherein said conduit comprises a vent pipe and said sleeve member comprises a horizontally extending perforated sleeve of rectangular cross-section; said pipe being positioned a first dimension above the bottom of said sleeve and being positioned a second dimension below the top of said sleeve.

Claim 14

A unit as in claim 12, wherein said first dimension is six inches and wherein said second dimension is two inches.

Claim 15

A unit as in claim 12, wherein said sleeve comprises an extruded plastic member, and further comprising netting heat-seam welded over the openings of said sleeve to retain said bodies therein.

Claim 16

A unit as in claim 12, further comprising perforated webs, diagonally extending from top to bottom within said sleeve, and running longitudinally thereof to partition said cavity into longitudinally parallel aggregate-filled segments.

Claim 17

In a drainage field employed in a sewage treatment and disposal system for delivering fluid from a source of sewage effluent for absorption into the ground, a preassembled drainage line unit, comprising: a horizontally extending perforated conduit connected to deliver fluid from said source; a loose aggregation of discrete, crush resistant, lightweight bodies of plastic material surrounding said conduit; a perforated sleeve member enveloping said aggregation and bounding the same relative to said conduit to define an aggregate-filled drainage cavity in fluid communication with the ground and with the perforations of said conduit; said drainage cavity having predetermined minimum dimensions in directions outwardly of said conduit, and providing drainage characteristics similar to those of a cavity of the same dimensions constituted by an aggregation of rock or crushed stone; a male end cap mounted over one end of said conduit and a female end cap mounted over the other end of said conduit; said end caps having box-like configurations and being dimensioned and adapted so that the male end cap of one such unit will mate in conduit interconnecting relationship with the female end cap of another such unit, brought into end-to-end alignment therewith; and wherein said conduit comprises a vent pipe and said sleeve member comprises a horizontally extending perforated sleeve of rectangular cross-section; said pipe being positioned a first dimension above the bottom of said sleeve and being positioned a second dimension below the top of said sleeve.

Claim 18

In a drainage field employed in a sewage treatment and disposal system for delivering fluid from a source of sewage effluent for absorption into the ground, a preassembled drainage line unit, comprising: a horizontally extending perforated conduit connected to deliver fluid from said source; a loose aggregation of discrete, crush resistant, lightweight bodies of plastic material surrounding said conduit; a perforated sleeve member enveloping said aggregation and bounding the same relative to said conduit to define an aggregate-filled drainage cavity in fluid communication with the ground and with the perforations of said conduit; said drainage cavity having predetermined minimum dimensions in directions outwardly of said conduit, and providing drainage characteristics similar to those of a cavity of the same dimensions constituted by an aggregation of rock or crushed stone; a male end cap mounted over one end of said conduit and a female end cap mounted over the other end of said conduit; said end caps having box-like configurations and being dimensioned and adapted so that the male end cap of one such unit will mate in conduit interconnecting relationship with the female end cap of another such unit, brought into end-to-end alignment therewith; and wherein said conduit comprises a vent pipe and said sleeve member comprises a horizontally extending perforated sleeve of rectangular cross-section; said pipe being positioned a first dimension above the bottom of said sleeve and being positioned a second dimension below the top of said sleeve.

Claim 19

A unit s in claim 5, wherein said sleeve member comprises a horizontally extending perforated sleeve of rectangular cross-section; and said conduit comprises a vent channel formed integrally within said sleeve.

Claim 20

In a drainage field employed in a sewage treatment and disposal system for delivering fluid from a source of sewage effluent for absorption into the ground, a preassembled drainage line unit, comprising: a horizontally extending perforated conduit connected to deliver fluid from said source; a loose aggregation of discrete, crush resistant, lightweight bodies of plastic material surrounding said conduit; a perforated sleeve member enveloping said aggregation and bounding the same relative to said conduit to define an aggregate-filled drainage cavity in fluid communication with the ground and with the perforations of said conduit; said drainage cavity having predetermined minimum dimensions in directions outwardly of said conduit, and providing drainage characteristics similar to those of a cavity of the same dimensions constituted by an aggregation of rock or crushed stone, said sleeve member comprising a horizontally extending perforated sleeve of rectangular cross section, and said conduit comprising a vent channel formed integrally within said sleeve; and wherein said sleeve is formed with a horizontal partition extending between sidewalls, part way down and parallel to the top thereof for the full length of the unit; the upper portion of said sleeve above said partition constituting said channel, and the lower portion of said sleeve below said partition being filled with said aggregate elements.

Claim 21

In a drainage field employed in a sewage treatment and disposal system for delivering fluid from a source of sewage effluent for absorption into the ground, a preassembled drainage line unit, comprising: a horizontally extending perforated conduit connected to deliver fluid from said source; a loose aggregation of discrete, crush resistant, lightweight bodies of plastic material surrounding said conduit; a perforated sleeve member enveloping said aggregation and bounding the same relative to said conduit to define an aggregate-filled drainage cavity in fluid communication with the ground and with the perforations of said conduit; said drainage cavity having predetermined minimum dimensions in directions outwardly of said conduit, and providing drainage characteristics similar to those of a cavity of the same dimensions constituted by an aggregation of rock or crushed stone, said sleeve member comprising a horizontally extending perforated sleeve of rectangular cross section, and said conduit comprising a vent channel formed integrally within said sleeve; and wherein said sleeve is formed with a horizontal partition extending between sidewalls, part way down and parallel to the top thereof for the full length of the unit; the upper portion of said sleeve above said partition constituting said channel, and the lower portion of said sleeve below said partition being filled with said aggregate elements.

Claim 22

A unit as in claim 18, further comprising cross-webbing located within and providing structural reinforcement to said channel.

Claim 23

A drainage field employed in a sewage treatment and disposal system for delivering fluid from a source of sewage effluent for absorption into the ground, comprising: a trench; a plurality of preassembled drainage line units placed in end-to-end fluid communicating relationship within said trench; each of said units comprising a horizontally extending perforated conduit connected in fluid communication with said source, a loose aggregation of discrete, crush resistant, lightweight elements surrounding said conduit, and a perforated sleeve member enveloping said aggregation and bounding the same relative to said conduit to define an aggregate-filled drainage cavity in fluid communication with the ground and with the perforations of said conduit; said drainage cavity having predetermined minimum dimensions in directions outwardly of said conduit, and providing drainage characteristics similar to those of a cavity of the same dimensions constituted by an aggregation of rock crushed stone, wherein in each of said drainage line units said conduit comprises a length of perforated vent pipe having ends, said elements comprise bodies of plastic material, and said sleeve comprises a tube of netting having ends respectively fastened about the ends of said vent pipe; and further having a plurality of preassembled conduitless units placed under said drainage line units in fluid communicating relationship to each other and to said drainage line units; each conduitless unit comprising a loose aggregation of discrete, crush resistant, lightweight bodies of plastic material, and have a tube of netting tied at its ends and enveloping and bounding said aggregation, said conduitless units placed end-to-end in two sideby-side runs along the bottom of the trench, and said drainage line units positioned above the line of contact of the two runs to present a triangular cross-section with a conduitless unit at each base corner and a drainage line unit at the apex; and compacted top soil placed above said units to fill said trench.

Claim 24

A drainage field employed in a sewage treatment and disposal system for delivering fluid from a source of sewage effluent for absorption into the ground, comprising: a trench; a plurality of preassembled drainage line units placed in end-to-end fluid communicating relationship within said trench; each of said units comprising a horizontally extending perforated conduit connected in fluid communication with said source, a loose aggregation of discrete, crush resistant, lightweight elements surrounding said conduit, and a perforated sleeve member enveloping said aggregation and bounding the same relative to said conduit to define an aggregate-filled drainage cavity in fluid communication with the ground and with the perforations of said conduit; said drainage cavity having predetermined minimum dimensions in directions outwardly of said conduit, and providing drainage characteristics similar to those of a cavity of the same dimensions constituted by an aggregation of rock crushed stone, wherein in each of said drainage line units said conduit comprises a length of perforated vent pipe having ends, said elements comprise bodies of plastic material, and said sleeve comprises a tube of netting having ends respectively fastened about the ends of said vent pipe; and further having a plurality of preassembled conduitless units placed under said drainage line units in fluid communicating relationship to each other and to said drainage line units; each conduitless unit comprising a loose aggregation of discrete, crush resistant, lightweight bodies of plastic material, and have a tube of netting tied at its ends and enveloping and bounding said aggregation, said conduitless units placed end-to-end in two sideby-side runs along the bottom of the trench, and said drainage line units positioned above the line of contact of the two runs to present a triangular cross-section with a conduitless unit at each base corner and a drainage line unit at the apex; and compacted top soil placed above said units to fill said trench.

Claim 25

A drainage field as in claim 1, wherein in each of said drainage line units said conduit comprises a length of perforated vent pipe having ends, said elements comprise bodies of plastic material, and said sleeve comprises a tube of netting having ends respectively fastened about the ends of said vent pipe; and further having a plurality of preassembled conduitless units placed under said drainage line units in fluid communicating relationship to each other and to said drainage line units; each conduitless unit comprising a loose aggregation of discrete, crush resistant, lightweight bodies of plastic material, and have a tube of netting tied at its ends and enveloping and bounding said aggregation.

Claim 26

A drainage line unit as in claim 21, wherein said conduitless units are placed end-to-end in two side-by-side runs along the bottom of the trench, and said drainage line units are positioned above the line of contact of the two runs to present a triangular cross-section with a conduitless unit at each base corner and a drainage line unit at the apex.