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WSP07471
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Last modified
1/26/2010 2:27:28 PM
Creation date
10/12/2006 2:24:41 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8141.600.20
Description
Fryingpan-Arkansas Project - Studies - Environmental Studies
State
CO
Basin
Arkansas
Water Division
5
Date
4/16/1975
Author
US DoI BoR
Title
Final Environmental Impact Statement Volume 1 of 2, Pages III-6 to IV-29
Water Supply Pro - Doc Type
EIS
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<br />4202 <br /> <br />. <br /> <br />The Arkansas Valley Conduit will be constructed in an area <br />which contains nearly horizontal Cretaceous-aged shales, <br />sandstone, and limestone mantled with a few feet of over- <br />burden. The Arkansas River and its major tributaries have <br />valleys containing considerable thicknesses of alluvium. <br />Dune sand occurs in an extensive belt along portions of <br />the Arkansas Valley and in certain locales extends into <br />the uplands. <br /> <br />c. Seismicity <br /> <br />Despite its mountainous interior, all of Colorado is con- <br />sidered seismically stable (see Figure 111-7). No destruc- <br />tive earthquake has occurred within its borders in recorded <br />history. Minor earthquakes have occurred in all parts of <br />the state, some of which were located, in or adjacent to the <br />area encompassing the Fryingpan-Arkansas Project. <br /> <br />Faults occur throughout the Fryingpan-Arkansas area; however, <br />almost all are considered to be inactive. Displacement <br />within unconsolidated deposits has been noted in the Upper <br />Arkansas Valley (Tweto, 1961) and in the vicinity of Pueblo <br />(Scott, 1970). <br /> <br />The epicenter and intensity of recorded earthquakes are shown <br />in Figure 111-8 and the approximate relationship between <br />intensity, acceleration, and magnitude of the earthquakes <br />are shown in Figure 111-9. <br /> <br />. <br /> <br />d. Slides and Shoreline Stability <br /> <br />(1) Slides <br /> <br />Evidence of ground movement within the project area is quite <br />varied in type and size. Landslides of some consequence <br />have occurred in two locations: Ruedi Reservoir and the <br />Mt. Elbert Pumped-Storage Powerplant. Following are <br />discussions of each. <br /> <br />Ruedi Reservoir - Several small landslides of the <br />nuisance variety have occurred at Ruedi Dam and Reservoir. <br />Areas of the reservoir are in contact with steep slopes <br />with varying-amounts of overburden. Shoreline erosion in <br />locations where the overburden was several feet thick <br />caused several small slides to develop. Their presence <br />and "apparent" seriousness was accented by being formed <br /> <br />III-IS <br /> <br />. <br />
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