Three cut slope failure noticed.The road was modified for about 200m,before the failure  this road was S curve and after straight.50m this road washed out and connectivity got lost.
Gandhinagar
Construct concrete wall with weep holes at two bank of the cheruthoni river. Retaining structure has to be  provided at the road bench inorder to prevent retrogression.
Rock slide from the Kuravan mala caused the blockage in the cheruthoni stream bed  which in turn diverted the flow direction from NW to NE towards the road. Cheruthoni river  flooded the Cheruthoni-Alumchuvadu road,  which caused the toe erosion of the c