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2014-08-01_REPORT - C1981014
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2014-08-01_REPORT - C1981014
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Last modified
3/29/2017 2:40:29 PM
Creation date
8/4/2014 10:07:46 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981014
IBM Index Class Name
Report
Doc Date
8/1/2014
From
Energy Fuels Coal, Inc
To
DRMS
Annual Report Year
2013
Permit Index Doc Type
Hydrology Report
Email Name
RDZ
DIH
Media Type
D
Archive
No
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EFCI South leld Mlne — 20M Anneal Hydrology Repon August 1, 2014 <br />documented in AHR's on file at the Division. All historic water level data are presented graphically <br />for the four monitoring wells on Figures 1, 2, 3, and 4. <br />Water levels for well MW -16, shown on Figure 1, indicate significant cyclic /seasonal fluctuations <br />prior to 2001. It was essentially dry beginning in December 2001 until June 2004, possibly <br />associated with drought conditions. The well has silted -up to approximately 110 feet below ground <br />surface leaving 4 feet of perforated casing above the current depth. Water levels for 2004 — 2005 <br />were between 97 and 106 feet but the well has been dry from 2006 through the reporting period. <br />Well MW-23 has demonstrated steadily declining water levels since July of 1984, shown on Figure <br />2. A slight increase in water level was observed at this well according to measurements taken <br />during 2011, then continued declining levels through the period of this report. Water levels for Well <br />MW-65, shown on Figure 3, have generally remained stable, with minor fluctuations of less than 5 <br />feet from an average level of 281 feet, from 1987 through 2013. Well MW-NW` has been reported as <br />dry since monitoring was initiated in early 2003. Figure 4 illustrates the dry well condition with a <br />"water level" line synonymous with the total original well depth to the floor of the mine opening, <br />approximately 375 feet. The well depth that can be monitored changed in 2012 due to a failure in <br />the last 20 feet of casing (see following Section 2.3). Figure 4 is modified accordingly to show the <br />current measurable depth of the well of 353 feet, reported as dry. <br />Water quality data for monitoring wells MW-16, MW-23, MW-65 and MW-NW are included on <br />Tables 4, 5, 6, and 7, respectively. These tables provide any analytical results obtained during 2013, <br />and the minimum, maximum and average values calculated using all historical monitoring data. <br />Only wells MW-23 and MW-65 produced water and thus provided water sample data for the <br />reporting period. <br />Water quality data obtained during 2013 for MW-65 indicates an increase in the amount of Nitrogen <br />ammonia for both samples as compared to the average value for data obtained since 1984, but <br />below the maximum value sampled in 2003. The data suggests an increasing quantity of this <br />parameter beginning in 1996. All other tested parameters were near or below historic average <br />values. <br />Quality data for MW-23 indicates elevated values of dissolved Calcium, Chloride, and Magnesium <br />as compared to the average values for quality data obtained since 1979. The sample data for these <br />three parameters were, however, below historic maximum values. According to these data, <br />Chloride and Calcium values have been slowly increasing since 2006, whereas Magnesium values <br />have gradually increased since 2008. EFCI will continue to monitor trends by further sampling of <br />the wells in accordance with the monitoring plan. <br />Loadout Area <br />In the Loadout Area, groundwater occurs primarily in alluvial/colluvial deposits in and adjacent to <br />the Oak Creek flood plain. Due to limited surface and groundwater flows and recharge and the <br />character of the alluvial/colluvial deposits, these deposits do not appear to store or transmit <br />significant quantities of water, as indicated by the lack of sub - irrigation. A 2003 evaluation at the <br />site, performed by the Fremont County Soil Conservation Service, concluded that no AVF areas <br />exist within the Loadout permit boundary. <br />2013 AHR.doc Page 6 <br />
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