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PERMFILE63708
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PERMFILE63708
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Entry Properties
Last modified
8/24/2016 11:09:48 PM
Creation date
11/20/2007 8:09:12 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Revision
Doc Date
12/2/2004
Doc Name
2.04.7(2) Surface Water Information
Type & Sequence
PR10
Media Type
D
Archive
No
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West Elk Mine <br />• <br />Table 16 <br />Location. Flow, and Overburden Thickness for Sorinas in the Permit Area <br /> <br />Spring <br />Basin <br />Flow Range (gpm) <br />Source Overburden <br />Thickness Overburden <br />Thickness <br /> Spring Fall (feet from B- <br />Seam Mining) (feet from E- <br />Seam Mining) <br />D-8 D F rk 2. 480 <br />J-5 D Fork .94-6.0 See 500 <br />21 D Fork 3.75-7. 1.25-11.5 2 <br />J-2 Lick Creek ee *-0.23 ee -0. 3 <br />WCC- 2 Lick Creek See ' 420 <br />R- Lic reek S 500 <br />R-10 Lick Cr k See AC 650 <br />WC - Lick C k 9 92 <br />=One Measurement Only C = Colluvium <br />A =Alluvium M =Snow Melt interference <br />B =Bedrock S =Fed by upgradient spring <br />' =Post-mining Data z =Resource has been undermined, but data are baseline. <br />Since 1978, dischazge rate data have been collected from 83 springs. Flow rates range from 0 gpm <br />to 120 gpm. It is important that a majority of the springs have at least 300 feet of overburden above <br />the highest seam to be mined. The significance of this is discussed in detail in the Probable <br />Hydrologic Consequences discussion in Section 2.05.6. <br />Four springs in the permit area exhibit significant flows: Spring G-26a (peak flow during spring <br />runoff up to 75 gpm) in Lone Pine Gulch, G-24 (up to 120 gpm) in Sylvester Gulch, and G-25 (up <br />to 90 gpm) and G-31 (up to 45 gpm) in Gribble Gulch. The springs with the lazgest past flow rates <br />in the Apache Rocks permit revision area aze identified as D-2, J-4, and J-10 with peak discharge <br />rates ranging from 8.9 gpm to 30 gpm. <br />The flow rates of all springs aze highly seasonal. Most spring flows will peak during the late <br />spring/eazly summer and will diminish throughout the summer until only flowing at a trickle or <br />drying up. The increased flows usually will not return un61 the following spring except for short <br />duration flows in response to intense storm events. An ideal example of the seasonal cycle is <br />represented by Spring G-26a located in Lone Pine Gulch, (see Map 37) and shown in Figure 11. <br />There are approximately 50 springs in the South of Divide permit area. Most of the <br />springs are located along the valley floors of Dry Fork, Poison Gulch, and Lick Creek. <br />There is only one spring (Spring 21 -Deer Creek Domestic Springs Pipeline) that has been <br />decreed in the South of Divide area to the south of Minnesota Reservoir. The State <br />Engineer's Of£-ce does not have diversion records for the structure, so it is not clear if the <br />spring is still in use. <br />There are three springs (WCC-24, J-7, and J-2) that had flow at all of the initial <br />observations (Map 37). Of these springs only J-7 is within the influence of the projected <br />longwall panels. Spring J-7 is located along Dry Fork with an overburden depth of 680 feet <br />over longwall panel E2. <br />2.04-104 Revised November 1004 PRIO <br />
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