Apparatus for removing a layer of sediment which has settled on the bottom of a large water body

1. A method of removing a layer of sediment which has settled on a bottom of a large body of water, the method comprising,

providing an apparatus, comprising, a structural frame configured to contain a bottom water flow and avoid a re-suspension of sediment outside a vicinity of the structural frame, wherein the structural frame comprises a control zone that is configured for containing liquid and suspended particles dispersed during removal of bottom sediment in a suctioning area that is at least about 3 square feet, said structural frame having at least 4 wheels associated with the structural frame to facilitate conveyance when the structural frame is submerged in the large water body, said structural frame operably connecting to at least one suction line configured to conduct a suctioned bottom water flow through said suction line; said apparatus having a silt constraining enclosure that surrounds the suctioning area that is at least about 3 square feet and that assists in isolating an area of suctioning, wherein the at least 4 wheels support the silt constraining enclosure;

connecting the structural frame, via a hose that is at least about 8 feet in length and has a diameter of at least about 2 inches, to an at least one sediment removing vacuum unit, said at least one sediment removing vacuum unit having at least one segment of PVC or plastic pipe being at least 1 inch in diameter, and said structural frame having one or more sections that direct silt laden water to the at least one sediment removing vacuum unit; and

filtering the suctioned bottom water outside of the large body of water through a filter that is permeable to water and has a predetermined size to trap debris, and

containing sediment in a storage container.

2. The method of claim 1 , further comprising, after said step of filtering, returning filtered water flow into the large water body.

3. The method of claim 1 , further comprising loosening the layer of sediment upon movement of said apparatus by employing a rake having a plurality of prongs extending into a sediment layer of said large water body.

4. The method of claim 1 , further comprising providing a fitting associated with the at least one sediment removing vacuum unit wherein said fitting precludes undesired sizes of debris from passing through when said vacuum unit draws sediment and water.

5. The method of claim 1 , wherein said silt constraining enclosure is capable of contouring to the bottom of the large water body.

6. The method of claim 1 , wherein said at least one sediment removing vacuum unit comprises at least one pump configured to pump water at a rate of at least 4000 gph.

7. The method of claim 6 , wherein said at least one pump has suction sufficient to suck up pebbles and stones that weigh at least about that of a quarter coin.

8. The method of claim 1 , wherein said structural frame has at least two sections that direct silt laden water to the at least one sediment removing vacuum unit.

9. The method of claim 1 , wherein the silt constraining enclosure includes a silt curtain that is flexible and surrounds the suctioning area.

10. The method of claim 1 , wherein the silt constraining enclosure comprises a transparent barrier.

11. The apparatus of claim 1 , wherein said control zone comprises a housing that surrounds a suctioning area of at least 3 square feet.

12. The method of claim 1 , wherein the at least one vacuum unit weighs between 45 pounds to 60 pounds.

13. The method of claim 1 , wherein said at least one sediment removing vacuum unit has a chamber that includes an aperture formed therein for receiving sediment from said water suctioned from the bottom of the large water body as the apparatus moves along the bottom the large water body.

14. The method of claim 1 , wherein said silt constraining enclosure comprises barrier walls configured to contour to the bottom of the large water body.

15. The method of claim 1 , wherein said at least four wheels are each at least 6 inches in diameter.

16. The method of claim 1 , wherein an elevation of said structural frame above the bottom of the large water body is adjustable.