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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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_ III IIIIIIIIIIIII III Doc Date:12111l2001 <br />~~ ENGINEERING 9& SursVEYING COMPANY <br />• BOX 674 • 443 DODGE • DELTA, COLORADO 81416 • 303.874.7593 <br />,~ <br />7881-87 <br />Subsidence and Slope Stability <br />August 21, 1987 <br />Mined Land Reclamation <br />423 Centennial Building <br />1313 Sherman Street <br />Denver, Colorado 80203 <br />RECE9~E~ <br />S ~ P 11987 <br />Attention: Brent Anderson <br />Re: Bear Coal Company <br />Bear Mine No. 2 <br />Bear Mine No. 3 <br />Somerset, Colorado <br />MINED LAND <br />RECLAMATION DIViSiny <br />UTE ENGINEERING AND SURVEYING COMPANY completed a subsidence and <br />slope stability survey during June and July 1987 for the Bear <br />Mine #3 and the Old Bear Mine #2. <br />These surveys are based on 2 control monuments located across the <br />canyon on 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 existing monuments. The new monuments are referred to as D- <br />11-U and D-12-U. See Map for location. The new monuments are 3- <br />inch pipe with a 4-inch plate so the elevation will be fixed for <br />each reading. The coordinates of the new monuments are: <br />Northing Easting Elevation <br />D-11-U 405,065.78 1,440,549.57 6185.92 <br />D-12-U 405,418.32 1,441,625.51 6195.50 <br />These coordinates and elevations will remain fixed 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, and points tied by sideshot <br />(triangulation) only. We have changed the sequence used in prior <br />years far the main subsidence loop so that all stations are in- <br />cluded in one traverse without the need for secondary control <br />• loops. All stations are 3" diameter steel pipe described in our <br />report dated August 10, 1985 unless noted otherwise. <br />
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