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GENERAL31911
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Last modified
8/24/2016 7:54:47 PM
Creation date
11/23/2007 7:08:10 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981029
IBM Index Class Name
General Documents
Doc Date
5/6/1986
From
INTRASEARCH INC
To
SUN COAL CO
Permit Index Doc Type
GENERAL CORRESPONDENCE
Media Type
D
Archive
No
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~a A <br />IntraSearch Int. Swte 200 Cable IN TRADEN <br />III IIIIII IIIIIII III 3031747~2dp Qoloratlo1fe 80777 <br />999 <br />May 6, 1986 <br />Mr. Brian Archer <br />Sun Coal Company <br />5449 Ward Road, Suite 110 <br />Arvada, Colorado 80002 <br />Dear Mr. Archer: <br />This letter is in response to your request for a brief summary <br />regarding the results of our recent slope stability map interpretation <br />of the Coal View Gulch area, Routt County, Colorado. <br />IntraSearch was requested on April 11, 1986 to conduct a stereoscopic <br />inspection of both recent and historic aerial photography for the <br />purpose of ascertaining the post-construction effects to the local <br />terrain of Sun Coal Company's mine haul road. The gravel road, <br />constructed in 1977, connected the Meadows No. 1 surface coal mine <br />located in the east central part of Sec. 23, T. 6 N., R. 87 W. with a <br />loading facility located south of the Yampa River in the north central <br />part of Sec. 14, T. 6 N., R. 87 W. <br />Slopes south of the river have been affected by landsliding in the <br />past. The major landslides in the study area are ancient and in most <br />cases have reached a high degree of stability. <br />The geology of the road site involves steep, west dipping strata of <br />the Iles formation of the Mesaverde group, inclined approximately 12 <br />degrees on the west flank of the Tow Creek Anticline. Exposed within <br />the study area are mostly sandstones, mudstones, shales and coal beds <br />in an alternating sequence of resistant and non-resistant units. <br />From our investigation the road appears to be well positioned on the <br />downdip slope of a resistant, competent sandstone, not commonly <br />subject to slope failure, provided proper surface drainage exists. <br />Present drainage does not appear to be obstructed by the presence of <br />the road. Adequate drains or culverts appear to be properly <br />positioned and operational. <br />A locality for potential slope failure in proximity to the road is an <br />old pre-1938 surface mining disturbance located in the center of Sec. <br />14, T. 6 N., R. 87 W. Drainage of surface waters appears to be have <br />been interrupted, causing water to pond and enter the soil and <br />
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