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REP45700
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Entry Properties
Last modified
8/25/2016 12:48:34 AM
Creation date
11/27/2007 10:41:21 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
Report
Doc Date
3/20/2006
Doc Name
2005 Annual Hydrology Report Letter to Appendix B
From
Seneca Coal Company
To
DMG
Annual Report Year
2005
Permit Index Doc Type
Hydrology Report
Media Type
D
Archive
No
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• 1986 = 0.568 cfs f, <br />1985CY (Calendar Year) = 1.172 cfs <br />1984CY = 1.439 cfs <br />1983CY = 0.531 cfs ° <br />1982CY = 0.547 cfs " <br />1981CY = 0.098 cfs " <br />1980CY = 0.990 cfs " <br />This year's average flow value, 0.356 cfs, is 65~ of the historic (1980- <br />2005) average flow value, 0.550 cfs. Flow values at this site are <br />affected by the pumping of water from this pond for the truck wash <br />system and for water trucks (dust control). Pumping for the truck wash <br />system began on September 18, 1984. Also, the upper end of this pond was <br />regraded in 2002. Review of the TDS plot indicates an increasing trend. <br />Grassy Creek Drainage. Four monitoring sites lie within the Grassy <br />Creek drainage: Site 1, located upstream on Grassy Creek; NPDES <br />. Discharge Point 003, also known as the Shop Reservoir or the Northwest <br />Impoundment, located just north of the mine shop area; Site 2, located <br />. approximately 0.1 mile downstream of where NPDES 003 discharges into <br />Grassy Creek; and Site 3, which monitors discharges from pre-SMCRA <br />mining areas and is located adjacent to Site 2. <br />- Surface Water Site SW-S2-1 (SSG1). This site monitors Grassy Creek <br />upstream of mining by the Seneca IZ Mine. It was dry in September 2005. <br />Review of the TDS plot indicates a slightly increasing trend. <br />- NPDES Discharge Point 003 (NPDES3). Hydrographs presented in Appendix <br />D show that flow has increased at this site since September 18, 1984, <br />when operation of the truck wash system began. Water is siphoned from <br />the Wadge Impoundment (NPDES 002) into a holding pond. Overflow from <br />the holding pond is diverted into the shop ditch, which flows into NPDES <br />003. Water is pumped from the holding pond to the wash rack, drains <br />into a settling pond, and then into the same shop ditch. This operation <br />has increased the flow at NPDES 003 while decreasing the flow at NPDES <br />002. <br />17 <br />
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