There are 4 bore wells and one open well in the habitation, which are used as Source for drinking water purpose. Apart from this, there are around 12 irrigation wells in the vicinity of the habitation. The yield from the only power pump source is also not sustainable during summer since the water level is deep and the quantum of recharge by natural means to the fracture system is not sufficient.

As the defunct bore wells are deep and terminate in the fracture system the present attempt would likely recharge the fracture system and improve the ground water potential of the area.

The methodology adopted in the pilot study includes the Identification of observation wells to monitor the hydrological characteristics before and after the intervention, detailed Geophysical survey in a grid patterns to ascertain different fracture system, electrical logging of the defunct bore wells to ascertain the exact fracture depths and providing infra structure to convert the defunct well as recharge well.

The defunct bore wells were subjected to flushing to make it fit for recharge by removing the silt accumulated over the years. Telescopic trench around the bore well has been excavated and the MS casing pipe removed from the bore well and a new PVC pipe has been attached to the bore well. Perforated slots were provided and the trench excavated is backfilled with coarse sand, followed by 12 mm blue metal up to a thickness of 05. m and second layer of sand filter for a thickness of 0.5 m provided which is followed by the second layer of blue metal of 1.0 m to 20mm filled up to the ground level.