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2017-01-30_PERMIT FILE - C1981041 (8)
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2017-01-30_PERMIT FILE - C1981041 (8)
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Last modified
9/28/2017 10:00:10 AM
Creation date
9/28/2017 8:37:46 AM
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DRMS Permit Index
Permit No
C1981041
IBM Index Class Name
Permit File
Doc Date
1/30/2017
Doc Name
April 2016 Electrical Resistibity Tomography Survey Investigation
Section_Exhibit Name
Tab 14 Appendix 14-14
Media Type
D
Archive
No
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Roadside Mine W "" <br />#00489-0004 Huddleston-11crry <br />05/09/16 <br />Initial reconnaissance was conducted in the summer of 2014 and HBET was shown the <br />aforementioned ditch. At the north end of the ditch, HBET observed fairly large openings that <br />Snowcap believes to be the beginning of a sinkhole conduit to the mine workings. <br />Also during the initial reconnaissance, HBET observed a large pond that had been excavated <br />west of the ditch for use as a stock pond. The pond was dry at the time. However, HBET <br />observed that the surficial soils at the site consisted of boulders and cobbles in a sandy clay <br />matrix. <br />Subsequent reconnaissance was conducted in September 2015. At that time, HBET observed <br />two large excavations which had been conducted by Mr. Fontanari. The eastern pit was <br />excavated to a depth of approximately twenty-two feet. The ,western pit was excavated to a <br />depth of approximately nineteen feet from the bottom of the aforementioned stock pond. In both <br />pits, the soils consisted of boulders and cobbles in a sandy clay matrix. The soils were dry, <br />dense, and competent. No evidence of fractures or other potential water pathways were <br />observed. <br />Also during the September 2015 reconnaissance, HBET observed a drilling contractor <br />conducting borings a couple of hundred feet east of the ditch. During discussion with the <br />contractor, he indicated that he had drilled three borings in the area to a depth of sixty feet and <br />had not hit bedrock in any of the holes. He also indicated that the overburden soils were very <br />dense. <br />Working Hypothesis <br />In general, sinkhole features develop from the bottom up where there is an opening at some <br />depth in the subsurface. Water moves through the soil and either washes out fines or dissolves <br />the rock (i.e. limestone, gypsum, etc.) such that the opening becomes larger. Eventually, <br />sufficient soil/rock is washed away that the soils above cannot bridge across the void. The hole <br />collapses and the `sinkhole' appears at the ground surface. <br />Although it is likely that some void spaces exist in the old mine workings. The mine workings <br />are at a depth of approximately 100 feet in the subject area. Based upon the soil profile observed <br />in the deep test pits, our knowledge of the area geology, and information provided by the drilling <br />contractor, HBET believed that it was unlikely that the water pathway to the mine workings was <br />the result of natural sinkhole processes originating at the mine workings. HBET believed that it <br />was far more likely that an existing feature such as an old air shaft, borehole, or other vertical <br />feature associated with the mining was the `opening' from which the sinkhole originated. Soon <br />after, HBET was provided information regarding an old air shaft that was located in close <br />proximity to the ditch and HBET hypothesized that this could be the pathway. <br />Geophysical Survey <br />In order to evaluate our hypothesis, HBET contacted Fugro Consultants, Inc. to develop a non - <br />intrusive geophysical survey plan. Based upon the site geology, depth of mine workings, and <br />desired data resolution, Fugro recommended an Electromagnetic Resistivity Tomography (ERT) <br />survey. <br />X:\2008 ALL PROJECTS\00489 - JE Stover Associates Inc\00489-0004 Roadside Mine\200 - Geo\00489-0004 LR050916.doc 2 <br />TR -69 A14-14-2 09/16 <br />
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