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WSPC07130
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WSPC07130
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Last modified
1/26/2010 12:09:27 PM
Creation date
10/9/2006 6:16:58 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
5000.325
Description
Flood Protection Section - Minturn Task Force - Minturn-Redcliff-Eagle County-Plateau Creek Slides
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
4/4/1986
Author
Minturn Task Force
Title
Minturn Task Force - Draft Final Report - Reviewed Draft
Water Supply Pro - Doc Type
Report/Study
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<br />001039 <br /> <br />GEOLOGIC SITE WORK <br /> <br />James Soule, a senior CGS geologist, provided technical services and <br />oversight in the drilling and instrumentation program. In addition detailed <br />field observations were made and noted as snow cover decreased. A summary of <br />this work is included as a subsequent section of this report. <br /> <br />CONCLUSIONS AND RECOMMENDATIONS <br /> <br />( <br /> <br />A monitoring system very close to the initial design is now in place at <br />Dowds Junction and observations should be continued for at least two years or <br />until prevailing high soil moisture conditions have returned to normal. Our <br />initial evaluation from field and instrumental observations is that there <br />continues to be a very real threat especially to the transportation <br />corridors. Larger than historical but not catastrophic events accompanied by <br />higher maintenance costs and lengthy highway closures seem probable unless <br />feasible engineering mitigation measures can be devised and put in place. At <br />least minor blockage of tile adjacent streams is also possible. Tile upper <br />regions of all four slides do not appear to currently be actively moving. <br />This seems to preclude imminent major catastrophic slides, and continued <br />surveillance of instruments in place from approximately March. through July of <br />each year will allow any major changes in stability to be observed. It should <br />be noted that significant enlargement of currently active parts of any of the <br />four slides (the most probable scenario) is to be expected and should be the <br />sUbject of continuing planning. <br /> <br />~ <br /> <br />The landslide alert and surveillance has in our opinion been a very <br />valuable experience~.~a11 concerned. For the technical people from CGS and <br />CDOH it demonstrated that even with an urgent mission considerable time is <br />required to get a monitoring system in place and operational. This was <br />primarily owing to the fact that it was done in difficult terrain and at a <br />time when access was most difficult -- while a heavy snow pack was melting and <br />running off. <br /> <br />Our preliminary recommendations .for minimizing the damage from existing <br />slides and decreasing the potential for future much ,larger slides includes: <br /> <br />1) A reasoned program to improve surface water management should be <br />undertaken especially in the lower half of the Meadow Mountain <br />slide. Some initial efforts with this have been made by CDOH near <br />U.S. Highway 24 and some additional recommendations are contained in <br />our attached preliminary geologic report. More comprehensive <br />recommendations can be made based on our forthcoming detailed <br />geologic report for CDOH that includes new and accurate topographic <br />mapping. <br /> <br />2) Based on water level observations in the spring of 1986, methods for <br />dewatering of active slide areas on Dowds No.1, Dowds No.2 and the <br />east lobe of the Whiskey Creek slide should be devised. <br />Stabilization of the currently active lower parts of all four slides <br />is a critical factor in preventing future larger and much more <br />serious slide activity. <br /> <br />- 3A - <br />
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