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2012-01-05_REVISION - C1980005 (8)
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2012-01-05_REVISION - C1980005 (8)
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Last modified
8/24/2016 4:47:11 PM
Creation date
1/6/2012 1:23:33 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
REVISION
Doc Date
1/5/2012
Doc Name
Proposed Decision and Findings of Compliance
From
DRMS
To
Seneca Coal Company
Type & Sequence
PR6
Email Name
JDM
Media Type
D
Archive
No
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what is referred to as the Wadge Lennox interburden. These wells exhibit normal <br />seasonal variations. <br />Aquifer tests performed in the Wadge Coal seam indicate that the Wadge aquifer <br />exhibits a semi - confined condition with a transmissivity value of 377.1 gallons per <br />day per foot (gpd /ft). Wadge water levels, dependent upon well proximity to the <br />recharge area, show some seasonal variation. <br />Alluvium <br />There is one alluvial aquifer system within the Seneca II permit area: the Bond <br />Creek alluvial aquifer (drainage from below 008 pond to Fish Creek). The Fish <br />Creek alluvial aquifer is not within the Seneca II permit area, but may be affected <br />by water discharging from the permit area. <br />Originally, nine wells were used to monitor alluvial water quality in the drainages. <br />Two wells were located along Cow Camp Creek, one along Bond Creek, two <br />along Grassy Creek and four along Little Grassy Creek. All of these wells exhibit <br />seasonal variations. Monitoring of the alluvium is reduced to one well (GW -S68- <br />A) in the Bond Creek alluvium, and one (008 -AU -3) in the Fish Creek alluvium. <br />Spoils <br />The resaturation of portions of the backfilled pits has been expressed as spoil <br />aquifers. Water percolates through the replaced spoil material and flows <br />down - gradient until it reaches the lower -most highwall where the infiltration rate <br />into bedrock is much lower than flow through the spoil. When the elevation head <br />of the spoil aquifer exceeds the ground surface elevation, the spoil water <br />discharges in the form of springs at the topographically lowest point along the <br />reclaimed highwall. Nine spoil springs have been identified in the original permit <br />area, eight of which were monitored by Seneca Coal Company. In addition, <br />Seneca Coal Company has historically monitored thirteen spoil wells in the <br />original permit area as part of the approved monitoring plan that are no lingered a <br />part of the monitoring plan. The current permit area will include one spoil spring <br />that will be monitored (Spoil Spring #9). <br />In 1977, the Water Resources Division of the United States Geological Survey <br />(USGS) began a lysimeter study at the Seneca II Mine to determine spoil aquifer <br />discharge quality, and how that quality changes over time. Stipulation No. 23 in <br />the original permit required the applicant to submit the USGS report to the <br />Division upon its completion. In 1994, the USGS published Water- Resources <br />Investigations Report 92 -4187 titled, Hydrology and Geochemistry of a Surface <br />Coal Mine in Northwestern Colorado. The report describes the sources of <br />hydrologic recharge to and from reclaimed spoil, the relative contributions of <br />recharge to the reclaimed spoil aquifer from identified source waters, and the <br />14 <br />
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