Apparatus and method for providing access to a buried pipe

1. A method of providing access to an interior bore of a lateral sewer pipe buried beneath a surface of the ground that provides for minimal excavation and disruption of soil, the lateral pipe having an outer surface and a substantially circular cross section, the method comprising:

vacuum excavating the ground to expose a portion of the lateral pipe at a lower end of an excavated hole;

wherein the excavating occurs without a person entering the excavated hole;

taking an assembly comprising a curved plate adapted to engage a portion of the outer surface of the lateral pipe constituting less than or equal to 50% of the outer surface of the lateral pipe, and an extension pipe extending generally upward from the curved plate;

wherein the curved plate and the extension pipe having apertures substantially aligned with one another;

applying a fluid resistant seal to the concave surface of the curved plate;

attaching the assembly to the lateral pipe about the portion of the outer surface of the pipe;

taking a cutting device;

inserting the cutting device through the extension pipe to the lateral pipe; and

making an access hole in the lateral pipe with the cutting device, the access hole being substantially aligned with the apertures of the curved plate and the extension pipe;

wherein the extension pipe provides access to the lateral pipe and extends to near the surface of the ground.

2. The method of claim 1 wherein the extension pipe comprises a single pipe.

3. The method of claim 1 wherein the step of attaching the assembly comprises biasing the curved plate to the portion of the lateral pipe.

4. The method of claim 1 further comprising:

applying an uncured and hardenable sealing material, as the fluid resistant seal, to the concave surface of the curved plate before attaching the assembly to the lateral pipe; and

allowing the sealing material to cure and harden after attaching the assembly to the lateral pipe.

5. The method of claim 1 wherein the curved plate of the assembly covers less than 180° of the lateral pipe when the assembly has been attached to the lateral pipe.

6. The method of claim 1 wherein the curved plate further comprises a boss extending from the aperture in the curved plate and away from the lateral pipe.

7. The method of claim 1 wherein the step of making a hole in the pipe comprises cutting a hole in the pipe.

8. The method of claim 1 further comprising filling in the excavated hole around the pipe and the assembly.

9. A method of providing access to an interior bore of a lateral sewer pipe buried beneath a surface of the ground that provides for minimal excavation and disruption of soil, the lateral pipe having an outer surface and a substantially circular cross section, the method comprising:

vacuum excavating the ground to create an excavated hole having a lower end exposing a portion of the lateral sewer pipe and an upper end communicating with the surface of the ground;

wherein the excavating occurs without a person entering the excavated hole;

taking an assembly having a curved plate forming a concave surface and an extension pipe having a lower end operatively connected to the curved plate and providing fluid communication through the curved plate;

applying an uncured sealing material capable of curing and hardening to the concave surface of the curved plate;

placing the concave surface of the curved plate on the outer curved surface of the exposed portion of the lateral sewer pipe, the uncured sealing material being between and contacting the curved plate and the lateral sewer pipe;

allowing the uncured sealing material to cure and harden;

making an access hole in the lateral pipe wall of the lateral sewer pipe, the access hole providing access to the interior bore of the lateral sewer pipe from the extension pipe; and

wherein the assembly is biased to the pipe by the curved plate having a radius less than the radius of the pipe and the curved plate expands to attach to the pipe.

10. The method of claim 9 further comprising holding the concave surface of the curved plate against the outer curved surface of the lateral sewer pipe with the uncured sealing material there between until the uncured sealing material cures, hardens, and forms a fluid tight seal between the curved plate and the lateral sewer pipe.

11. The method of claim 10 wherein the holding step further comprising pressing the curved plate over the outer curved surface of the lateral pipe by applying downward pressure on the upper end of the access pipe from above the surface of the ground so that the curved plate cams in an outward radial direction with the original form of the plate biased towards the pipe due to the deformation of the curved plate.

12. The method of claim 9 wherein the curved plate further comprises a boss extending from the aperture in the curved plate and away from the pipe, and an extension pipe extending away from the curved plate.

13. The method of claim 12 wherein the boss is positioned at least partially between the extension pipe and the sleeve.

14. The method of claim 9 further comprising filling in the excavated hole around the pipe, curved plate, and pipe.

15. The method of claim 9 wherein the excavating step is performed using vacuum excavation.

16. The method of claim 9 further comprising:

taking a cutting device; and

inserting the cutting device through the extension pipe to the lateral pipe prior to making the access hole in the lateral pipe.

17. A method for providing access to an interior bore of a lateral sewer pipe buried beneath the surface of the ground, the buried lateral pipe having a wall surrounding the interior bore and the wall having an outer curved surface, the method comprising:

vacuum excavating the ground to expose a portion of the buried pipe without entering the excavated hole;

taking an access assembly having a curved plate forming a concave surface and an extension pipe having a lower end operatively connected to the curved plate and providing fluid communication through the curved plate;

applying an uncured and hardenable sealing material to the concave surface of the curved plate;

attaching the concave surface of the curved plate in facing relation over the outer curved surface of the exposed portion of the lateral sewer pipe;

sealing the curved plate to the lateral sewer pipe;

cutting an access hole in the wall of the lateral pipe;

wherein the access hole providing communication between the lower end of the extension pipe and the interior bore of the lateral pipe; and

wherein the curved plate is biased against the lateral pipe and the curved plate having outer tips spanning less than or equal to half the circumference of the pipe.

18. The method of claim 17 wherein the attaching step comprises pressing downwardly on the extension pipe so as to force the concave surface of the curved plate into contact with the outer curved surface of the lateral sewer pipe.

19. The method of claim 17 wherein the step of sealing the curved plate to the lateral sewer pipe comprises:

allowing the sealing material to cure and harden after attaching the assembly to the pipe.

20. The method of claim 19 further comprising holding the concave surface of the curved plate against the outer curved surface of the lateral sewer pipe with the uncured sealing material there between until the uncured sealing material cures, hardens, and forms a fluid tight seal between the curved plate and the lateral sewer pipe.