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M+Octlmerlt C - <br />SECTION 404(b)(1) EVALUATION <br />Of the Effects of Placing Fill Material into the Waters of the United States <br />Pursuant to the Clean Water Act <br />EMERGENCY RIVERBANK PROTECTION <br />ST. JOSEPH RIVER <br />SOUTH BEND, INDIANA <br />I. PROJECT DESCRIPTION <br />a. Location: The U.S. Army Corps of Engineers, Detroit District, proposes to construct <br />riverbank protection at three sites along the St. Joseph River in the City of South Bend, Indiana. <br />The sites are located within a one -mile reach of the river. They include the east shore of Leeper <br />Park Island, a section along North Shore Drive and the riverbank around a stormwater outfall <br />that formerly was a combined sewer outfall (CSO) as described in the Environmental <br />Assessment to which this evaluation is attached. <br />b. Authoritv: Section 14 of the Federal F1ood.Control Act of 1946 (Public Law 79-526), <br />as amended. <br />c. General Description: The proposed action is to protect all three sites with riprap stone, <br />with the upper bank at North Shore Drive protected with a bio -engineered erosion control turf <br />mat. <br />i. Erosion protection for the North Shore Drive and CSO sites would be provided <br />to the 50 -year recurrence flood elevation (approximately 675 feet). Upper riverbank trees at the <br />North Shore Drive site would be preserved by using a bio -engineered erosion control turf mat <br />instead of riprap above the two-year flood occurrence elevation (approximately 670 feet). At <br />the North Shore and CSO sites the riprap would be finished to a 1 vertical on 2 horizontal slope <br />(about 27) with a 1.5 -foot thick riprap layer over a graded gravel filter. At Leeper Park the <br />riprap would be finished to a 1 vertical to 3 horizontal slope (about 18.5°) with a geo-textile <br />filter under the riprap. <br />ii. Construction of the riprap slopes would require vegetation removal and some <br />fill. aCti �.it" too ro t finished o T7 }. <br />grading and u;� vu ij ;.� .;iJu;v :u iinifG;;;;, sable .in7She:. slop.. The Lill beneath the riprap <br />layer would consist of well -compacted granular material with good drainage characteristics— <br />likely a compacted silty sand, or medium -fine sand soil. Coarse material such as sandy gravel, <br />C- 1 <br />