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<br />.' <br /> <br />, <br /> <br />"I <br /> <br />. ( <br /> <br />'0. <br /> <br />.. L <br /> <br />. <br /> <br />J <br /> <br />( <br /> <br />- 31 - <br /> <br />Several disturbed samples. of possible borrow materials were <br />obtained for laboratory analysis. Some of these samples tested high <br />in soluble salts, and a number of additional samples were collected <br />to.be tested for the presence of soluble salts. Results of these <br />tests. indicated. that ~dequate amo~nts of. borrow materials with <br />relatively low percentages of soluble salt could be obtained within <br />a reasonable distance from the dam site. The upper few feet of <br />material in the borrow areas generally appeared to be lower in soluble <br />salt content. <br /> <br />. I <br />Economic Investigations <br /> <br />The evaluation of flood damages and benefits associated with <br />works of improvement proposed in this plan were based on items of <br />~~rrent and historical record to the greatest possible extent. Damage <br />investigations and evaluation methods used in this plan comply with <br />procedures described in the Economics Guide for Watershed Protection <br />and Flood Prevention. <br /> <br />Long-ter.m projected prices (Agricultural Price and Cost <br />Projections, 1959, by the Agricultural Research Service and the <br />Agricultural Marketing Service). were used in c~puting monetary <br />damages, benefits, and operation and maintenance costs. Current <br />(1961) prices were used to estimate structural installation costs. <br />Federal and other costs were amortized at 2 5/8 percent interest <br />for SO years. <br /> <br />All damage calculations were correlated with those developed <br />_ by the U. S. Corps of Anny Engineers during the preliminary investi- <br />gation. Damages were also correlated with the damage and extent of <br />flooding caused by the stonn of June 6, 1958;- <br /> <br />The damage and benefit evaluation of Indian Wash Watershed is <br />divided into three main reaches. The first, and relatively the most <br />important, is the damage area of Indian Wash proper which includes all <br />of the area subject to overflow by Indian Wash fram above F-Road down <br />to Grand Avenue. The second, includes all of the area to the east <br />of Indian Wash betwen 29 and 30 Roads fran the High Line Canal down <br />to the business route of U. S. Highway 6-24. The third, includes the <br />area of flooding along the north side of the Denver and Rio Grande <br />Western Railroad mainline track fram 29~Road west to 12th Street <br />(see Damage Location, Map, Figure 1). <br /> <br />