The cut fill material has been filled at the back side of the Anganvady, which got over saturated during the heavy rainfall and also  the natural seepage contributed the failure. The filled material failed and fell on the house located at the next bench
Anachal, Shankupadi
Retaining wall with weep holes and suitable filler medium founded on the hard rock to be constructed behind the house for the entire width of the cut slope. Peripheral drainage system should be provided to divert surface run off away from the distressed
Unscientific slope modification for building  construction which resulted in vertical cut with no lateral support. Excessive and incessant rainfall resulted in the reduction in strength on super-saturation and increase in pore water pressure.