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REP12228
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REP12228
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Entry Properties
Last modified
8/24/2016 11:43:03 PM
Creation date
11/27/2007 12:51:33 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981033
IBM Index Class Name
Report
Doc Date
9/1/1987
Doc Name
SUBSIDENCE AND SLOPE STABILITY SURVEY
From
UTE ENGINEERING & SURVEYING CO
To
MLR
Permit Index Doc Type
SUBSIDENCE REPORT
Media Type
D
Archive
No
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-_~-ya ~ ._....;1 <br />' :~•~' ~ -'- ; ENGINEERING & SURVEYING COMPANY <br />BOX 674 • 443 DODGE • DELTA, COLORADO 81416 • 303-874.7593 <br />_ ..._. ~._ .-r~.__._ ~~ ...._:S-~ .. <br />7881-87 <br />Subsidence and Slope Stability <br />March 1', 1987 <br />Mined Land Reclamation <br />42v Centennial Building <br />131 Sherman Street <br />Denver, Colorado 811203 <br />t~AR 191987 <br />MINT ON pD IS-ON <br />CIECLAMA <br />Attention: Brent Anderson <br />Re: Bear Coal Company <br />Bear Mine No. <br />Bear Mine No. <br />Somerset, Colorado <br />UTE ENGINEERING AND SURVEYING COMF'AIVY completed two subsidence <br />and slope stability surveys during 1986 for the Bear Mine #3 and <br />the Old Bear Mine #2. <br />Subsidence monitoring was also conducted on a wee{;ly basis aver <br />the active mining area during the month of June, and monthly for <br />July through November. Na movement was detected, ~=o the frequent <br />monitoring was terminated. <br />These surveys are based on ~ control moni.lments located across the <br />canyon an the Kaiser Coal Company (Formerly U. S. Steel), that <br />have been in place for several years. In 1984, two new monuments <br />were set by UTE ENGINEERING AND SURVEYING COMPANY adjacent to the <br />two e::isting monuments. The new monuments are referred to as D- <br />11-U and D-12-U. See Map for location. The new monuments are ~- <br />inch pipe with a 4-inch plate so the elevation will be fi>:ed for <br />each reading. The coordinates of the new monuments are: <br />Northing <br />D-11-U 405,065.78 <br />D-12-U 405,418."2 <br />Fasting Elevation <br />1,440,544.57 6185.92 <br />1,441,625.51 6195.50 <br />These coordinates and elevations will remain fi>:ed and all other <br />points will be relative to them. <br />We have developed a sequence for the surveys that divides the <br />• stations into primatry control loops, secondary control loops and <br />points tied by sideshot (triangulation) only. All stations are <br />=" diameter steel pipe described in our report dated August 10, <br />1985 unless noted otherwise. <br />
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