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This assignment is an application of a numerical solution of the seepage analysis around a sheet pile wall. The conditions for this wall are described in the user's manual of the program $"$CSM$9\_$Seepage" included in the companion website for the textbook. The conditions indicated in Figure $2$ of the manual are the conditions for this assignment, with the following exceptions:

$1.)$ The water level ponding in the up$-$stream side is $2\mathrm{.}00$ meters of water, the water level in the down$-$stream side is the same at $0\mathrm{.}5$ meters;

$2.)$ The depth of the sheet pile wall below the soil level is not known. This depth has to be determined to make sure that the exit gradient at the down$-$ stream side does not exceed $0\mathrm{.}10$ ; and

$3.)$ The soil deposit is one layer of soil that is homogeneous and isotropic.

The results of this assignment have to be documented in a typed report summarizing the work performed and the results of the assignment, including in an appendix all the trials performed to reach the appropriate depth of the sheet pile wall.