Storm water injection well

Claim 2

A storm water injection well for receiving water runoff and directing said water through an excavated shaft lined with backfill, comprising: (a) a settling chamber extending into said shaft and positioned a predetermined distance below grade level, said chamber having an open top; (b) a manhole entry device positioned on top of said settling chamber and extending to grade level and defining a manhole for admitting storm water; (c) an overflow pipe extending upwardly into said chamber and terminating an open end thereof a predetermined distance below grade level; (d) a debris screen mounted to prevent debris from entering the open end of said overflow pipe; and (e) a debris shield mounted over and covering said open end and extending downwardly along said overflow pipe a predetermined distance to form an annular passageway between the shield and the overflow pipe to permit storm water to flow upwardly through said passageway into said overflow pipe.

Claim 3

The combination set forth in claim 1 including a drainage pipe connected to said overflow pipe and extending downwardly therefrom terminating in an injection screen extending downwardly into rock backfill provided at the bottom of said shaft.

Claim 4

The combination set forth in claim 1 wherein said debris shield includes an anti-siphon vent at the top thereof.

Claim 5

The combination set forth in claim 1 wherein said annular passageway has a cross-sectional area at least equal to the cross sectional area of said overflow pipe.

Claim 6

A storm water injection well for receiving water runoff and directing said water through an excavated shaft lined with backfill, comprising: (a) a precast settling chamber extending into said shaft and positioned a predetermined distance below grade level, said chamber having an open top; (b) a manhole cone positioned on top of said settling chamber and extending to grade level and defining a manhole for admitting storm water; (c) an overflow pipe extending upwardly into said chamber and terminating at an open end thereof a predetermined distance below grade level; (d) a debris screen mounted on said overflow pipe to prevent debris from entering the open end of said overflow pipe; and (e) a debris shield mounted over and covering said debris screen and said open end and extending downwardly along said overflow pipe a predetermined distance to form an annular passageway between the shield and the overflow pipe to permit storm water to flow upwardly through said passageway into said overflow pipe.

Claim 7

A storm water injection well for receiving water runoff and directing said water through an excavated shaft lined with backfill, comprising: (a) a precast settling chamber extending into said shaft and positioned a predetermined distance below grade level, said chamber having an open top; (b) a manhole cone positioned on top of said settling chamber and extending to grade level and defining a manhole for admitting storm water; (c) an overflow pipe extending upwardly into said chamber and terminating at an open end thereof a predetermined distance below grade level; (d) a debris screen mounted on said overflow pipe to prevent debris from entering the open end of said overflow pipe; and (e) a debris shield mounted over and covering said debris screen and said open end and extending downwardly along said overflow pipe a predetermined distance to form an annular passageway between the shield and the overflow pipe to permit storm water to flow upwardly through said passageway into said overflow pipe.

Claim 8

The combination set forth in claim 5 including a drainage pipe connected to said overflow pipe and extending downwardly therefrom terminating in an injection screen extending downwardly into rock backfill provided at the bottom of said shaft.

Claim 9

The combination set forth in claim 5 wherein said debris shield includes an anti-siphon vent at the top thereof.

Claim 10

The combination set forth in claim 5 wherein said annular passageway has a cross-sectional area at least equal to the cross-sectional area of said overflow pipe.

Claim 11

The combination set forth in claim 5 wherein said precast settling chamber includes a plurality of weep holes extending through sides thereof, said weep holes inclined upwardly from inside to outside of said settling chamber.

Claim 12

A storm water injection well for receiving water runoff and directing said water through a ground hole lined with backfill comprising: (a) a precast settling chamber extending into said hole and positioned a predetermined distance below grade level, said chamber having an open top and an open bottom, a filtration fabric extending across said open bottom; (b) a manhole cone positioned on top of said settling chamber extending to grade level and defining a manhole for admitting storm water; (c) an overflow pipe extending upwardly into said chamber and terminating at an open end thereof a predetermined distance below grade level; (d) a debris screen mounted on said overflow pipe and extending upwardly from the open end of said pipe to permit storm water to flow through the screen into the open end of said pipe and to prevent debris from entering the open end of said pipe; (e) a debris shield mounted on said debris screen and extending over and covering said debris screen and said open end, and extending downwardly along said overflow pipe a predetermined distance to form an annular passageway between the shield and the overflow pipe to permit storm water to flow upwardly through said passageway into said overflow pipe, said passageway having a cross-sectional area at least equal to the cross-sectional area of said overflow pipe; and (f) an anti-siphon vent positioned in the top of said debris shield, said vent positioned beneath said shield and extending through an opening at the top of said shield to communicate with the atmosphere above the shield; the portion of said vent beneath said shield including a plurality of slots to prevent floating matter from entering the shield.

Claim 13

A storm water injection well for receiving water runoff and directing said water through a ground hole lined with backfill comprising: (a) a precast settling chamber extending into said hole and positioned a predetermined distance below grade level, said chamber having an open top and an open bottom, a filtration fabric extending across said open bottom; (b) a manhole cone positioned on top of said settling chamber extending to grade level and defining a manhole for admitting storm water; (c) an overflow pipe extending upwardly into said chamber and terminating at an open end thereof a predetermined distance below grade level; (d) a debris screen mounted on said overflow pipe and extending upwardly from the open end of said pipe to permit storm water to flow through the screen into the open end of said pipe and to prevent debris from entering the open end of said pipe; (e) a debris shield mounted on said debris screen and extending over and covering said debris screen and said open end, and extending downwardly along said overflow pipe a predetermined distance to form an annular passageway between the shield and the overflow pipe to permit storm water to flow upwardly through said passageway into said overflow pipe, said passageway having a cross-sectional area at least equal to the cross-sectional area of said overflow pipe; and (f) an anti-siphon vent positioned in the top of said debris shield, said vent positioned beneath said shield and extending through an opening at the top of said shield to communicate with the atmosphere above the shield; the portion of said vent beneath said shield including a plurality of slots to prevent floating matter from entering the shield.

Claim 14

The combination set forth in claim 10 including a drainage pipe connected to said overflow pipe and extending downwardly therefrom terminating in an injection screen extending downwardly into rock backfill provided at the bottom of said hole.

Claim 15

The combination set forth in claim 10 wherein said precast settling chamber includes a plurality of weep holes extending through sides thereof, said weep holes inclined upwardly from inside to outside of said settling chamber.