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FLOOD09597
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Last modified
1/26/2010 10:09:49 AM
Creation date
10/5/2006 4:29:04 AM
Metadata
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Template:
Floodplain Documents
County
Gunnison
Community
Marble Area
Basin
Gunnison
Title
Engineering Geologic Factors of the Marble Area
Date
6/1/1972
Prepared For
Gunnison County
Prepared By
Colorado Geological Survey
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />- 21 - <br /> <br />are technically feasibi~' 'may well be unacceptable in terms of economics <br /> <br />,', .'., . .,' ,. - " '-'. <br />and/or environmental impacts. <br /> <br />'Problems Related. to" Mudf10w Control and Construction on Mudf10w Debris <br /> <br />General <br /> <br />.... ',' <br />'" Th~re are se~er~l problems that we would anticipate in ,achieving <br />ec~~~~i~~l andEmvir~~entally acceptable control for mudtloi.s in the <br /> <br />. - ., <br />Marble area, and still others' relatedtb 'safe and feasib1e:aevelopment <br /> <br />.;,:,., <br />of the area after the mudflow'problems are solved. <br /> <br /> <br />Recognition of the' recent g~oibgi~ history and probable future <br /> <br />,"; <br /> <br />course of natural events on the entire mudflow fan is basic to solution <br /> <br />of the many. problems related to possible defensive or control measures. <br /> <br />Data of this report shows that Slate Creek has in historic and very <br /> <br />recent times occupied a dozen or more temporary channels between the <br /> <br />town of Marble and its present course, and accompanying mudflows have' <br /> <br />spread out over an area of 200 acres or more. Since all of this area <br /> <br />is potentially within the reach of the Slate Creek mudflows, it is not <br /> <br />developable ~nti1a workable, economi~a1,and acceptable solution to <br /> <br />the mud flooding problem is deVised and implemented. <br /> <br />It ,should also be recognized that the area is composed almost <br /> <br />entirely of old mudflow debris which can in all probability be remo- <br /> <br />bi1ized by addition of water - whether from rainfall, snowmelt, lawn <br /> <br />irrigation, septic tank effluent, sewer line leaks, or other sources. <br /> <br />In laboratory experiments, debris from the Wrightwood, California mud- <br /> <br />flows flowed readily on a 7 degree slope (approximately 12.5% slope) <br /> <br />when mixed with 16% by weight of water (Sharp and Nobles, 1953, p. 552). <br />
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