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GENERAL54380
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Last modified
8/24/2016 8:39:39 PM
Creation date
11/23/2007 9:26:20 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
General Documents
Doc Date
2/19/1991
Doc Name
SEISMIC MONITORING AND BUILDING CONDITION EVALUATION DURHAM RANCH
From
CTL THOMPSON INC
To
COLOWYO COAL CO
Permit Index Doc Type
GENERAL CORRESPONDENCE
Media Type
D
Archive
No
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-z- <br />day of installation, the seismograph was automatically triggered by aground <br />motion apparently created by the detonation of explosives in the nearby Colowyo <br />Coal Company mine. Your monitoring personnel are proficient in seismograph <br />operation and have subsequently made triggering and printout alterations better <br />adapted to site requirements. All containers, instructions, and spare graphical <br />paper and magnetic disks related to the Thomas seismograph were left with your <br />monitoring personnel. <br />We also inspected four structures thot were selected jointly by Mr. Bob <br />Trumbly of the Colowyo Coal Company and by Mrs. Naomi Durham, owner of the <br />Durham Ranch. These buildings, the main ranch house, cottage, barn and garage <br />(Building Nos. 1,2,3 and 4 respectively), were selected because of their relative <br />value and importance to the ranch operation. The purpose of inspection was to <br />document the existing "pre-blast" condition of the structures. Evaluation forms, <br />sketches and photographs are enclosed. The evaluation process and documentation <br />was based on a program we have used to establish criteria to monitor potential <br />structural and architectural damage to residences due to underground mine <br />subsidence in Weld, Boulder and EI Paso Counties, Colorado. <br />We found no evidence of recent damage to any structure. The only <br />noticeable structural flaws were apparent settlement of the south portion of the <br />southwest exterior wall of the ranch house, and apparent settlement of fhe entire <br />northwest exterior wall of the barn. Both situations appeared to be slow <br />movements caused by gradual deterioration of the lowest logs in these walls, or <br />perhaps by settlement of The masonry walls which serve as foundations. These <br />walls are believed to be embedded at a shallow depth. <br />!f there are questions regarding this letter or its contents, please call us. <br />Very truly yours, <br />V, INC(.~ (~- <br />Clyd R. A Berson <br />Senior meering Technician <br />Reviewed •~ <br />Ronald M. McOmber, P.E. <br />Associate <br />CRA:RMM:kp <br />
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