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<br /> <br />all to generate a damaging flood, Even a small, <br />normally dry watercourse is capable of inflict- <br />ing damage, especially if its path is obstructed <br />by manmade structures. One must remember <br />that a ravine is the product of erosion by run- <br />ning water, that streams erode most effectively <br />during occasional flood stages which greatly <br />exceed normal flow, and that the lack of appre- <br />ciable runoff in an innocuous-looking ravine does <br />not imply that great volumes of water may not <br />occupy the watercourse during a heavy storm. <br />Oversteepened slopes contribute greatly to <br />storm damage, By far, the majority of slope <br />failures that we observed immediately after the <br />May 5-6 storm - slumps, earthflows, mudflows, <br />and rockfalls - were consequences of manmade <br />alterations, They occurred where slopes had <br />been oversteepened, either by cutting or by fill- <br />ing, beyond the bearing capacity of the material <br />in the slopes, If similar failures are to be pre- <br />vented in the future, careful stability analyses <br />must precede slope modifications. Expert pro- <br />fessional judgment is needed to evaluate such <br />slope problems in hilly parts of Greater Denver <br />before construction work is started, Sound engi- <br />neering practices must go hand in hand with <br />cutting or filling operations in hillside situations. <br />Loose fills dumped into gullies or onto hill- <br />sides at the angle of repose of dry material are <br />foredoomed to eventual failure; mute testimony <br />was provided by some such failures after the <br />May 5-6 storm. As a word of caution, slope <br />modifications should be held to a minimum in <br />geologic settings where the risk of slope failure <br />is high. In general, the risk is highest in areas <br />where bedrock or overburden contains a high <br />percentage of plastic shale or clay, especially <br />clay having high swell-shrink properties, and <br />areas where appreciable moisture is likely to <br />enter the ground either naturally or artificially, <br /> <br />Much hilly terrain in the western part of the <br />Greater Denver area has a high risk potential <br />for slope failure if modified by cutting or filling. <br />Much of this terrain, however, also has natural <br />attributes that would be highly desirable in <br />scenic easements, green belts, or natural parks <br />and that can contribute, therefore, to an in- <br />creased quality of living in the area. With fore- <br />sight and planning, potential liabilities to the <br />community can become genuine assets. <br /> <br />REFERENCES CITED <br /> <br />Ducret, G. L., Jr., and Hansen, W. R., 1973, Storm of <br />)'Iay 5-6, 1973, in the Denver ~ietro Area - Fre- <br />quency and Effect: Urban Drainage and Flood <br />Control District, Denver, Colo., 40 p., 6 figs., <br />5 tables. <br />Follansbee, Robert, and Sawyer, L. R., 1948, Floods in <br />Colorado: U.S. Geol. Survey '"Vater-Supply Paper <br />997, 151 p, <br />Gardner, M. E., Simpson, H. E., and Hart, S. S., 1971, <br />Preliminary engineering geologic map of the Golden <br />quadrangle, Jefferson County, Colorado: U.S. Geol. <br />Survey Misc. Field Studies Map MF-308. <br />l\'1atthai, H. F., 1969, Floods of June 1965 in South <br />Platte River basin, Colorado: U.S. Geol. Survey <br />'Vater-Supply Paper 1950-B, p. B1-B64. <br />Nilsen, T. H., 1972, Preliminary photointerpretation <br />map of landslide and other surficial deposits of the <br />Mt. Hamilton quadrangle and parts of the Mt. <br />Boardman and San Jose quadrangles, Alameda and <br />Santa Clara Counties, California: U.S. Geol. Sur- <br />vey Misc. Field Studies Map MF-339. <br />Simpson, H. E., 1973, Map showing landslides in the <br />Golden quadrangle, Jefferson County, Colorado: <br />U.S. Geol. Survey Misc. Geol. Inv. Map I-761B. <br />Van Horn, Richard, 1954, Landslides near Golden, Colo- <br />rado: Engineers Bull., v. 38, no. 12, p. 6-15. <br />1972, Surficial and bedrock geologic map of the <br />Golden quadrangle, Jefferson County, Colorado: <br />U.S. Geol. Survey Misc. Geol. Inv. :Map I-761A. <br />Varnes, D. J., 1958, Landslide types and processes, in <br />Eckel, E. B., ed., Landslides and engineering prac- <br />tice: Natl. Acad. Sci.-Natl. Research Council Pub. <br />544, Highway Research Board Spec. Rept; 29, <br />p. 20-47, <br /> <br />v u.s. GOVERNMENT PRINTING OFFICE, 19730-543-579/156 <br /> <br />20 <br /> <br />I <br />.~ <br />I~ <br />~.,~:~ <br />;:'~~f <br /> <br />,:.'.' <br /> <br />H <br /> <br />f <br /> <br />i <br />'1, <br /> <br />:i <br />I <br />I' <br />If <br />:1 <br />t <br />:1 <br />f <br />r <br />I <br />I <br />;t <br />, <br />IT <br />ii <br />Ii <br />t <br />f <br />I <br />I <br />