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ENFORCE26805
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Last modified
8/24/2016 7:34:37 PM
Creation date
11/21/2007 11:25:52 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981013
IBM Index Class Name
Enforcement
Doc Date
2/1/2001
Doc Name
REPORT CONCERNING AN INVESTIGATION INTO CONTINUED DAMAGE TO THE HOUSE & WATER SUPPLY PIPELINE AT THE
Violation No.
CV2000009
Media Type
D
Archive
No
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Investigation into Continued Damage at the Solitario Ranch Page 6 <br />Mine Flooding in the 1N Section ~ <br />Mine flooding that created a soft or muddy bottom, or mine floor, occurred in the \ <br />1N entry, which used a room and pillar mining system, the final mine survey <br />was not completed in the Entry 7 (6/20/88) because the surveyors could not <br />reenter the area. The entire 1N entry was closed and marked as flooded on the <br />MHSA report map.10 <br /> <br /> <br />Other Information <br />Other information concerning the mine was determined by conversations with <br />Basin personnel or from reading depositions. One item of importance was the <br />fact of a mine explosion in the mine section NW#1, across the highway from the <br />Tatum house. This occurred on February 27, 1991 and was confirmed during a <br />telephone conversation with a Mine Health and Safety Inspector. <br />Previous Observations <br />In addition to those items that were discussed in the reports and memos, it was <br />noted that there was soil movement along the tracks, in which the ballast separated <br />from the ties. This occurred only in the zone over where underground mining had <br />been conducted. It was observed by the investigator and documented by <br />photographs. These photos were utilized during testimony at the trial. <br />The kinds of soils that are found in this valley will tend to flow into low points and <br />it is probable that the material from the hillside began to flow back into the low spot <br />as found in the Mincic survey. This action would be similar to the phenomenon <br />noted at York Canyon", and in fact occurred in the healing of the subsidence cracks <br />observed above the NW#1 entry; This same type of soil movement is common all <br />over Colorado. <br />There is a soil or slump failure that can be observed along the railroad tracks just to <br />the south of the subsidence measuring station 1N-1. <br />A flow of soils, as at York Canyon would account for the apparent recovery of the <br />elevations of the monuments as noted in the Basin survey in 1995. There has been <br />no data to indicate that the coordinates of these stations have been remeasured for <br />horizontal displacement since 1993. <br />An interesting suggestion by an investigator for the Colorado Mined Land <br />Reclamation Division, based on other studies that have been made, is that the <br />failure may have been triggered by seismic events in the neighboring coal mines. <br />The mine explosion on February 27,1991 was in exactly the same time frame as the <br />initial damage to the house. There may have been other similar events that have <br />not been documented.12 <br />There have been many opinions expressed as to the cause of the failure to the <br />Tatum house, other than coal mining, but none of these have explained why the <br />house would suddenly fail after it has stood for over 60 years without a problem. <br />10 Information obtained in depositions in preparation for the state court trial and maps submitted to <br />the Mine Safety and Health Administration. (Mine Closure Map 2/26/96) <br />"See Footnote 3 York Canyon Mine <br />'x Surface Subsidence Engineering, Syd S. Peng, 1992, Society for Mining, Metallurgy, and <br />Exploration, Inc. There are many other technical papers, and government studies that were used as <br />references to the original reports that are not noted here. All available at the CSM Arthur Lakes <br />library <br />
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