On the right side of the house, in house of Moly,Thonikuzhiyil tension cracks (N-S) found which extending from Salomys house at about 5m. Cracks to be filled with locally available material or with bituminous clay.
Peppara
Pakittan- Maniyarankudi
Retainig structure  to be founded on hard rock with weep holes and filter media at the front portion. Lined drainage to be provided on the road to divert the surface runoff away from the affected area.
Slope modification for house and road. Toe erosion caused by surface runoff through the road flowing down slope of the road. Natural seepage at the side of the house is also a contributing factor.