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GENERAL52381
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Last modified
8/24/2016 8:38:17 PM
Creation date
11/23/2007 7:41:42 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981071
IBM Index Class Name
General Documents
Doc Date
10/23/1984
Doc Name
MASS MOVEMENT ON AREA 1 PN 79-177
From
COLO YAMPA COAL
To
MLRD
Permit Index Doc Type
GENERAL CORRESPONDENCE
Media Type
D
Archive
No
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~. <br />Colorado Yampa Coal <br />29588 Routt County Road #27, Oak Creek, CO 80467 • Telephone (303) 879-3800 <br />RE~E~VED <br />October 18, 1984 ncT 2 ; ~,~R~ <br />MINED (qNp aECLAMATIpN DIVIS1{JN <br />Colo. Dept, of f9atural RESOUrces <br />Ms. Anne Baldridge <br />Colorado Mined Land Reclamation Division <br />423 Centennial Building <br />1313 Sherman Street <br />Denver, Colorado 80203 <br />Re: <br />llear Ms. Baldridge: <br />this would not necessarily be the case. <br />Mass Movement on Area 1; <br />Permit 79-177 <br />During the spring of 1984, three areas of mass movement were noted on <br />Area 1. The rnass movement sites are located adjacent to springs near the bottom <br />of the hillslope. The springs in the area can be attributed to a combination of <br />effects: 1) greater infiltration capacity from the effects of mining, and 2) <br />abnormally high precipitation in 1983 and 1984. Due to the high precipitation years <br />the springs are currently flowing on a year round basis; in normal precipitation years <br />rock drains in the saturated slump areas to dewater the site. <br />The mass movement sites are small in size and were probably caused by <br />saturation of the graded spoil and underlying strata. Due to the small size of the <br />slumps and a-typical climatic events, the Colorado Yampa Coal Company is not <br />planning to regrade the site at this point in time. The slump areas will continue to <br />be monitored to determine if a potential exists for future mass movement. if it is <br />determined that there is a potential for future mass movement CYCC will install <br />Rock drains will be installed by utilizing a backhoe to dig a core trench in the <br />area of saturation. The core trench would be four feet in depth and extend at a <br />1.5% slope until it daylighted on a stable site (Figure 1). The core trench would then <br />be filled with eight inch minus rock up to 6 inches from the surface. Topsoil would <br />then be replaced and the area revegetated. <br />• • ^~~~ ~iiiiiiinii~ iii <br />=.. ,, <br />_~; <br />
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