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PERMFILE115827
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PERMFILE115827
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Entry Properties
Last modified
8/24/2016 10:11:46 PM
Creation date
11/25/2007 1:24:47 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981014
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
EXHIBIT 23 Part 2
Media Type
D
Archive
No
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<br />Dorchester Coal Company <br />• United Bant of Arapahoe Bldg. <br />Suite 300 <br />9350 East Arapahoe Road <br />Englewood, Colorado 80t 12 <br />Writer's Direct Dial Number <br />(303) 790.8444 <br />November 15, 1984 <br />Mr. Bob Liddle <br />Colorado Mined Land Reclamation Division <br />1313 Sherman Street - Room 423 <br />Denver, Colorado 80203 <br />Re: Semi-Annual Subsidence Survey <br />Dear Bob: <br />Enclosed is a summary of the data collected to date for the subsidence <br />grid located in the southern portion of the permit area and the subsi- <br />dence monuments along the Florence Water Line. The enclosed map shows <br />• the orieritation of these monuments in relation to the underground work- <br />ings. <br />The subsidence grid was installed in early March, 1983, while development <br />mining was underway in the underlying panel. Second mining was initiated <br />in late March and completed by June, 1983, <br />Maximum subsidence detected to date is 0.9 feet at Monument 4 (western- <br />most point on the E-b' arm of the grid). This is comparable to the <br />maximum expected subsidence, as predicted by Rocky Mountain Geotechnical <br />(Volume 6, Sec. 2.05.6(6) of the permit application) of 1.46 feet. <br />For the other monuments within the grid which have been undermined, subsi- <br />dence ranged from less than 0.2 feet to 0.7 feet. Data collected during <br />the last three quarterly surveys show no significant change in elevation <br />over that period of time. It is anticipated that additional subsidence <br />in this area will be minimal. <br />Data from the southern arm of the subsidence grid are useful far assessing <br />the angle of draw. The southern limit of pillaring was in vicinity of <br />Monument 16. Surface subsidence decreases regularly from Monument 16 to <br />between Monuments 19 and 20. These data indicate that the angle of draw <br />is between 17 and 22 degrees. This is consistent with the projected angle <br />of draw of (Rocky Mountain Geotechnical, 1983) 20 to 25 degrees. <br />• <br />A Subsidiary of Dorchcsier Gas Corporation <br />
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