$(5$ pts$.)$ A $190$ kips column load is to be supported on a $10ft$ square, $3ft$ deep footing underlain

by sand. The ground water table $($GWT$)$ is at a depth of $15ft$ and the unit weight of the soil is

$124$ pcf above the GWT and $130$ pcf below it$.$ The results of a representative CPT at this site

are shown below.

Calculate the settlement $35$ years after the structure is built. Use the Schmertmann Method.

You must draw $E_{s}vs.$ depth and $I_{z}vs.$ depth in scale from the bottom of the footing and show

the division of layers. You can use excel.