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Provided is an aquifer replenishing pavement formed above soil having a sand lens above the aquifer and a clay layer above the sand lens. The pavement includes an aggregate leach field having an aggregate top surface, and an aggregate bottom surface abutting the clay layer. The pavement further incl

Provided is an aquifer replenishing pavement formed above soil having a sand lens above the aquifer and a clay layer above the sand lens. The pavement includes an aggregate leach field having an aggregate top surface, and an aggregate bottom surface abutting the clay layer. The pavement further includes a pavement layer having an exposed pavement top surface, and a pavement bottom surface abutting the aggregate leach field. A surface drain extends through the pavement layer to drain fluid from the exposed pavement top surface to the aggregate leach field. An aggregate drain extends from the aggregate leach field into the sand lens through the clay layer to drain fluid from the aggregate leach field into the aquifer. A filter is disposed within one of the surface drain and the aggregate drain. The filter is configured to remove foreign particulates from fluid passing therethrough.

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1. An aquifer replenishing pavement formed above soil having a sand lens above the aquifer and a clay layer above the sand lens, comprising: an aggregate leach field having an aggregate top surface, and an aggregate bottom surface abutting the clay layer;a pavement layer having an exposed pavement t

1. An aquifer replenishing pavement formed above soil having a sand lens above the aquifer and a clay layer above the sand lens, comprising: an aggregate leach field having an aggregate top surface, and an aggregate bottom surface abutting the clay layer;a pavement layer having an exposed pavement top surface, and a pavement bottom surface abutting the aggregate leach field;a surface drain extending from the exposed pavement top surface to the pavement bottom surface, the surface drain being configured to drain fluid from the exposed pavement top surface to the aggregate leach field;an aggregate drain extending from the aggregate leach field into the sand lens through the clay layer, the aggregate drain being configured to drain fluid from the aggregate leach field into the aquifer; anda filter disposed within at least one of the surface drain and the aggregate drain, the filter being configured to remove foreign particulates from fluid passing therethrough. 2. The aquifer replenishing pavement as set forth in claim 1, wherein the filter is disposed within the surface drain. 3. The aquifer replenishing pavement as set forth in claim 1, wherein the filter is disposed within the aggregate drain. 4. The aquifer replenishing pavement as set forth in claim 1, wherein the surface drains have a higher porosity than the pavement layer. 5. The aquifer replenishing pavement as set forth in claim 1, wherein the surface drains are filled with rocks. 6. The aquifer replenishing pavement as set forth in claim 1, further comprising a leach line within the aggregate leach field. 7. The aquifer replenishing pavement as set forth in claim 6, wherein the surface drains are in direct fluid communication with the leach line. 8. The aquifer replenishing pavement as set forth in claim 6, wherein the leach line is in fluid communication with the aggregate drain. 9. The aquifer replenishing pavement as set forth in claim 6, wherein the leach line is co-planar with the aggregate leach field. 10. The aquifer replenishing pavement as set forth in claim 6, wherein the pavement layer is concrete. 11. The aquifer replenishing pavement as set forth in claim 6, wherein the pavement layer is asphalt. 12. A paving method for enhancing the natural replenishment of an aquifer under a ground surface having a top soil layer, a clay layer below the top soil layer, and a sand lens below the clay layer, comprising the steps of: a) clearing and removing the top soil layer until reaching the clay layer;b) forming an aggregate drain through the clay layer to the sand lens;c) disposing a first filter within the aggregate drain, the first filter being configured to remove foreign particles from fluid passing therethrough;d) forming an aggregate leach field above the clay layer;e) forming a pavement layer above the aggregate leach field;f) forming a surface drain extending through the concrete layer; andg) disposing a second filter within the surface drain, the second filter being configured to remove foreign particles from fluid passing therethrough. 13. The paving method as set forth in claim 12, wherein forming an aggregate leach field includes placing one or more leach lines in the aggregate leach field. 14. The paving method as set forth in claim 12, wherein the step of forming a pavement layer is comprised of the steps of: laying reinforcement material above the aggregate leach field; andpouring a pavement mixture on to the aggregate leach field, thereby forming the pavement layer. 15. The paving method as set forth in claim 12, wherein the step of forming surface drains includes drilling through the pavement layer after curing. 16. An aquifer replenishing gutter for use on a planar road surface with an elevated curb section, the aquifer replenishing gutter comprising: a porous concrete section having: an exposed top surface being disposable in co-planar relationship with the planar road surface;an opposing bottom surface;a first side surface abutting the elevated curb section; anda second side surface abutting the road surface;an aggregate base having a top surface disposed abutting and in co-planar relationship with the opposed bottom surface of the porous concrete section;a bore extending from the bottom surface of the aggregate base to the aquifer; anda filter disposed within the bore, the filter being configured to remove foreign particles from fluid passing therethrough. 17. The aquifer replenishing gutter as set forth in claim 16, further comprising a vertical cut off wall supporting the aggregate base and the porous concrete section. 18. The aquifer replenishing gutter as set forth in claim 16, wherein the bore is filled with rocks. 19. A gutter formation method for enhancing the natural replenishment of an aquifer under a road surface abutting an elevated curb section, the road surface and elevated curb section being situated above a soil section, comprising: a) forming a gutter section between the elevated curb section and the road surface;b) boring a hole in the gutter section into the aquifer;c) filling the hole with rocks;d) disposing a filter within the hole, the filter being configured to remove foreign particles from fluid passing therethrough;e) filling the gutter section with porous concrete; andf) curing the porous concrete. 20. The gutter formation method as set forth in claim 19, wherein step (a) includes forming a cut off wall extending downwards from the road surface and offset from the elevated curb section.