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2017-02-28_REPORT - C1980004 (2)
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2017-02-28_REPORT - C1980004 (2)
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Last modified
3/1/2017 8:26:51 AM
Creation date
3/1/2017 6:29:48 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980004
IBM Index Class Name
Report
Doc Date
2/28/2017
Doc Name
Annual Hydrology Report
From
J.E. Stover & Associates, Inc
To
DRMS
Permit Index Doc Type
Hydrology Report
Email Name
JHB
JRS
Media Type
D
Archive
No
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2016 AHR McClane & Munger Canyon Mines Page 2 <br />1992 Production was 7,914 tons. No coal was produced between 1993 and <br />1996. In 1997 production of 49,115 tons was accomplished. The mine was idle <br />during 1998 and 1999. Production began again in February 2000 and was <br />continuous through December 9, 2010. Production during 2011 was zero tons <br />for the calendar year and 32,070 for the water year. Production from 2012 <br />through 2016 was zero tons for the calendar year, and zero tons for the water <br />year. <br />CAM -Colorado, LLC has been granted a lease suspension. It is unknown how <br />long the mine will remain idle. <br />As required by stipulations, a mine map for McClane Canyon showing important <br />hydrologic features is included as Figure 3. Seepage into the mine is nearly all <br />from the areas mined to the north of the East Mains. Water from seeps <br />accumulates in the east end of the East mains. In response to comments made <br />by the Division regarding the 1995 annual hydrologic report, Figure I - Water <br />Sampling Locations, is enclosed. Figure 1 is a line diagram of the drainages and <br />water sampling locations that was derived from Figure 4.2-2 of the McClane <br />Canyon Mine permit. <br />Mine Water Inflow/Discharge. <br />Appendix N of the permit application indicates the rate at which the saturated <br />coal ribs are exposed should govern the maximum mine inflow rate. A five entry <br />system exposes 1,480 lineal feet of rib per 100 feet of advance assuming 80 foot <br />square pillars. That same 100 feet of development produces 5,400 tons of coal <br />assuming an eight foot mining height. Based upon the k factor of 0.11 feet per <br />day, it takes about one year to dewater an 80 foot square pillar (40 feet / 0.11 <br />feet per day). Therefore, exposed coal ribs contribute to mine inflow for one <br />year. At an annual production rate of 0.3 million tons per year, using this five <br />entry system, a total of 5,500 feet of development would be required. This would <br />expose 81,000 [(1,480)(5,500)/100] feet of rib. This amount of exposed rib <br />would produce an estimated maximum mine inflow as follows q = kia = (0.11) <br />(81,000 x 8) (0.05) = 3,600 cubic feet per day = 20 gpm. <br />No water was discharged from the mine during the 2016 calendar year. Flows <br />into the mine are estimated in Table 1. Previous hydrologic reports have shown <br />the inflow of water to the mine can be attributed to dewatering of a perched <br />aquifer as well as surface water infiltration along the faults of the graben. During <br />the mid 1980's, a clear picture of mine water inflows was obtained because <br />water collected in the faces was regularly pumped to outfall 002 and discharged. <br />The quantity of water discharged was recorded on a meter and correlated with <br />precipitation. The steady decrease in the amount of water pumped from the mine <br />during the idle years is evidence of the creation of a dewatered zone in the <br />saturated coal strata. This decrease also provides evidence there is little <br />communication with the comparatively large aquifer within the East Salt Creek <br />
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