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WSP05705
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Last modified
1/26/2010 2:19:33 PM
Creation date
10/12/2006 1:12:08 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8407
Description
Platte River Basin - River Basin General Publications
State
CO
Basin
Statewide
Date
3/11/1964
Author
CWCB
Title
Engineering and Geologic Investigation and Analysis of Alternate Proposed Dam Sites on the South Platte River - Morgan and Weld Counties-Colorado
Water Supply Pro - Doc Type
Report/Study
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<br />:n0059 <br />- -------.--- <br /> <br />-', <br /> <br /> , <br /> !I <br />, .' " <br />, :, <br /> II <br />.. ,I <br />" <br />0- I' <br /> Ii <br /> II <br /> II <br /> '1 <br /> I, <br /> , <br /> I <br /> , <br /> I <br /> 'I <br /> II <br /> 'I <br /> I <br /> I <br /> II <br /> 'I <br /> I ~ <br /> il <br /> , <br />". 'I <br />.. <br />....;. <br /> I <br /> d <br /> " <br /> " <br /> :i <br /> <br />. <br /> <br />"r <br /> <br />'r <br /> <br />:1 <br /> <br />'I <br />I <br />'I <br />:1 <br />" <br /> <br />il <br />L~. -_ _ _ - <br /> <br />-26- <br /> <br />making a cutoff through the Aeolian sediments to the bedrock on <br /> <br />the upper abutments or through the alluvium to the water table <br /> <br />at any point along the axis. Below the water table we believe a <br /> <br />slurry trench type or grout cutoff can be reasonably made to <br /> <br />depths of 70 to 80 feet. This has already been demonstrated on <br /> <br />dams on the Columbia River under much more difficult conditions. <br /> <br />A cutoff through the deep inner channel would, we believe, have <br /> <br />to be a grout or slurry trench cutoff. <br /> <br />The dr i lling and seismic iuvestiga tiOI1S performed in con- <br /> <br />junction with this report arc, in our opinion, sufficiently firm <br /> <br />for the purpose intended and we believe they show that the lower <br /> <br />Weld County site is geologically suitable for construction of an <br /> <br />earth dam. They show that the seepage conditions are sufficieutly <br /> <br />low, that construction materials are available and that from an <br /> <br />engineering geologic standpoint the lower Weld County site offers <br /> <br />the opportunity of better seepage control than the Narrows site. <br /> <br />we, therefore, recommend that the comparative costs of con- <br /> <br />structing the two sites be re-figured by the U. S. Bureau of <br /> <br />Reclamation utilizing the data made available by these investiga- <br /> <br />tiOl1S. We believe that the previously stated cost advantages of <br /> <br />Narrows over the Weld County site us far as construction and secp- <br /> <br />age control are concerned, will be significantly reduced or offset. <br /> <br />By <br /> <br /> <br />j!)A~CleVenger <br /> <br />EBW:WAC:m <br /> <br /> <br />9' <br />. <br /> <br />. <br />. <br />. <br /> <br />(20 copies <br />
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