System components include 3.8 miles of embankment (up to ~18 ft high); 1,100 ft of impervious blanket on natural river slope; 600 ft of riprap river bank protection; 4 pump stations; 1 stoplog closure structure. The interior drainage system includes 8 known pipe penetrations; 6 sluice gates; 3 flap gates; and 1 pinch valve. From station 0+00 to 41+00, the levee is composed of random fill with an impervious blanket on the riverside slope; turf stabilizes the levee slopes. From station 41+00 to 62+00, the riverside slope is protected with riprap, an impervious blanket is present throughout, and a rock toe-drain is on the landside of the levee. It has a core or random material and a layer of pervious material on the landside. From station 62+00 to 158+40, it is like the previous section but without the riprap protection. From station 158+40 to 181+00, the levee is constructed with a random-fill core, pervious soil on the landside slope, an impervious riverside blanket overlain with riprap, and a rock toe-drain on the landside. A stoplog structure around station 198+76 provides closure at the railroad tracks. From the closure structure to station 202+40, the levee consists of a random material core with a pervious material landside and an impervious blanket on the riverside, and a rock toe-drain on the landside.