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<br />I <br />I <br />I <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Riprap protection of the fill slope adjacent to the South Platte <br />River is not considered neeessary along the subjeet property. The fill <br />~ <br />is located slong the inside of a ehannel bend where the erosive foree <br />of the water is minimized. It is anticipated that the river may <br />deposit additional sediment along the property boundary as the <br />erosion continues along the opposite side of the river. <br /> <br /> <br />The Corps of Engineers ehannel improvement project is expected <br />to commence construction within one to two years. Any additional <br />revetment beyond seeding would be wasted when the channel improvements <br />are made. ~ <br /> <br />The proposal limits of the fill are shown on Plate-I. Typical <br />cross sections showing the existing and proposed ground elevations <br />are also included in the appendix. <br /> <br />-10- <br />