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PERMFILE123872
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Last modified
8/24/2016 10:21:33 PM
Creation date
11/25/2007 12:01:46 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980003
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
PRELIMINARY BASELINE GROUNDWATER HYDROLOGY STUDY FOR THE H-G MINE
Section_Exhibit Name
APPENDIX R
Media Type
D
Archive
No
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4.2.5 Spring SP 4 Hydraulics <br />The recharge source for Spring SP-4 will be interrupted during the mining <br />process. The extent of the recharge area which supplies SP-4 is illustra- <br />ted on Exhibit 44. SP-4 acts as a low point where the water contained <br />by the upper coal aquifer spills into Hayden Gulch (this phenomia is <br />illustrated on Exhibit 44). As mining progresses south the recharge <br />connection for SP-4 will be cut off and Sp=4 will dry up. The low point <br />(SP-4) will still act as a structural outlet for the area once backfilling <br />and reclamation occur (see Exhibit 44). Once backfilling is complete <br />'and the reclaimed spoil has a chance to recharge (fill up to the spill <br />point -- SP-4). SP-4 will flow again approximately premining discharge <br />rates. The time required after backfilling for SP-4 to return to pre- <br />mining flow conditions is calculated below: <br />• Aerial extent of disburbed recharge area = 325.5 acres <br />• Recharge rate = 3.2"/year <br />• Volume of the spoil (to the spill point) = 14648 ac-ft <br />• • Porosity of the spoil = 18% <br />• Volume of spoil to be resaturated = 2637 ac-ft <br />• Volume of recharge/year = 36.8 ac-ft/year <br />• Number of years before SP-4 starts flowing again = 2637/36.8 <br />= 30 years <br />In summary the recharge rate at the site is approximately 3.2"/year. <br />Spring SP-4 will be interrupted during mining and reclamation but the <br />structure will not be destroyed. SP-4 will return to approximate <br />premining flow conditions in about 30 years after backfilling takes <br />place. <br />The recharge rate for the coal aquifers can be approximated utilizing <br />the water level data variation over the period of monitoring. Assuming <br />that the water level variation is a response to down-dip movement and <br />recharged by snow pack infiltration, the recharge rate can be calculated <br />. as a function of porosity and water level variation. Based on a number <br /> <br />
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