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GENERAL45415
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Last modified
8/24/2016 8:14:40 PM
Creation date
11/23/2007 1:46:55 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981029
IBM Index Class Name
General Documents
Doc Date
6/2/1993
Doc Name
PROPOSED DECISION & FINDINGS OF COMPLIANCE FOR RN2
Permit Index Doc Type
FINDINGS
Media Type
D
Archive
No
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aquifers usually exhibit confined artesian characteristics, except <br />near outcrops. Many wells completed in the aquifers discharge <br />water at the surface. Water quality in the aquifers is usually too <br />poor for domestic purposes, marginal for irrigation purposes, and <br />acceptable for stock watering purposes. <br />The expected ground water impacts for the Meadows No. 1 Mine are <br />negligible. Mining at the Meadows No. 1 Mine did not disrupt any <br />local aquifers. Little or no ground water of a regional nature has <br />been detected at the Meadows No. 1 Mine. The nearest regional <br />aquifer is the overlying Trout Creek Sandstone. No water was <br />encountered in the coal seam or any of the overburden strata which <br />were disturbed during mining. The operation will not affect any of <br />the major regional bedrock aquifers; therefore, the probability of <br />causing degradation of water quality in these aquifers (Trout Creek <br />Sandstone, Twentymile Sandstone) is small. The area which has been <br />mined lies stratigraphically below the Trout Creek Sandstone <br />aquifer (see Figure 3). The dip of the underlying bedrock strata <br />is toward the west. The nearest mine, Seneca II, lies six miles to <br />the south-southwest. Therefore, contributions to cumulative ground <br />water effects by Meadows No. 1 Mine are negligible as well. <br />A spoils aquifer could potentially develop in the area of the <br />backfilled pit. Prior to mining, the Pinnacle Coal seam received <br />no ground water recharge due to an impervious shale above the <br />seam. Breaking, removal, and mixing of the shale during mining and <br />reclamation processes have resulted in the shale layer no longer <br />restricting recharge of the coal seam. However standard <br />percolation tests demonstrated that infiltration and percolation <br />rates through the backfill are so low that recharge is not <br />expected. Therefore, the potential for ground water degradation is <br />remote. <br />B. Surface Water <br />The Yampa River is the major perennial stream in the area. Its <br />headwaters lie in the mountainous areas to the north, east and <br />south of the study area. Flow in the Yampa River is dominated by <br />snowmelt runoff with more than half the annual flow occurring in <br />April, May, and June. The U.S. Geological Survey maintains a <br />gaging station on the Yampa River near Hayden, Colorado. Data on <br />the quantity of stream flow at this station are published annually <br />in the U.S. Geological Survey 's Water Resources Data for Colorado. <br />Three small ephemeral drainages collect water discharged from <br />sediment ponds in the backfilled pit area and from the haul road. <br />Approximately 90 percent of runoff from the pit flows into the <br />Grassy Creek drainage. The remainder of pit runoff and drainage <br />from the haul road flow into Stone House Gulch and Coal View <br />Gulch. These three drainages empty into the Yampa River. The <br />loadout and office/shop facilities are located directly adjacent to <br />the Yampa River. Runoff from these areas is currently controlled <br />by sediment ponds, and gravel and berms. Applicable NPDES effluent <br />limitations are in effect for all discharges. <br />_lZ_ <br />
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