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2014-08-19_PERMIT FILE - C1980007 (10)
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2014-08-19_PERMIT FILE - C1980007 (10)
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Last modified
10/28/2016 9:13:07 AM
Creation date
10/28/2016 8:49:19 AM
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DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
8/19/2014
Doc Name
Haul Road Geotechnical Design Method
Section_Exhibit Name
Exhibit 82 Appendix H
Media Type
D
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No
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than inclinometers typically provide and they can easily measure vertical deformations. The <br />disadvantages are that the precision of movement is far less than that for an inclinometer and mirrors <br />are often disturbed by animals, frost heave, and other environmental factors. <br />Groundwater monitoring will be carried out by installing piezometers to measure water pressures <br />within and possibly underneath the refuse pile. These instruments will consist of vibrating wire <br />piezometers. <br />Monitoring results will be analyzed for potential movement and elevated porewater pressures. <br />Monitoring will be conducted according to the schedule as follows: <br />A. Survey Mirrors: It is proposed to measure mirrors monthly throughout the year. <br />B. Inclinometers: It is proposed to measure inclinometers monthly throughout the year, but bi- <br />weekly readings may be warranted during the spring months when slope movement typically exhibits <br />the highest likelihood. <br />C. Piezometers: It is proposed to measure water levels monthly throughout the year, but bi-weekly <br />readings may be warranted during the spring months when slope movement typically exhibits the <br />highest likelihood. Piezometer measurements may be taken at the same time the associated <br />inclinometers are being read. Thus, it is recommended to read the piezometers on the same schedule <br />as the inclinometers. <br />P:\Mpls\06 CO\26\06261003 Haul Road Slide Repau\WorkFiles\Report\MCC_Slump_Repair-Instrumentation-Drain Rev 2012-12-12.docx 16 <br />
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