Groundwater level is $17\mathrm{.}52$ ft below ground surface. Provide a graphic that shows the lateral earth pressure profile, and determine the total lateral earth pressure to which you will need to design for. Explain each step af the calculation process. Approaching this analysis, will you evaluate it at rest, as active, or as passive? Why?

Table $1-$ Soil Prafile and Paranticters Resules

$\backslash$table$[[$Layer $1($surface$),$Layer $2,$Layer $3,$Layer $4],[r=15k\frac{N}{m^2},r=18k\frac{N}{m^3},y=21k\frac{N}{m^2},y=19k\frac{N}{m^3}$