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2016-01-07_PERMIT FILE - C2010089A (11)
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2016-01-07_PERMIT FILE - C2010089A (11)
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Last modified
1/31/2017 9:56:06 AM
Creation date
2/11/2016 10:27:49 AM
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Template:
DRMS Permit Index
Permit No
C2010089A
IBM Index Class Name
PERMIT FILE
Doc Date
1/7/2016
Doc Name
Protection of Hydrologic Balance
Section_Exhibit Name
Section 2.05.6(3)
Media Type
D
Archive
Yes
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ditch water. Each share equates to 0.0308 cfs or about 10.08 acre -ft over the 165 day irrigation <br />season. The Garvey parcel will therefore receive about 272 acre-ft/yr or about 7.15 ac-ft/acre/yr <br />of water while the Meehan parcel receives about 202 ac-ft/acre/yr or about 5.3 ft/acre of water. <br />Section 2.04.10, Vegetation, describes the Meehan "irrigated pasture" and the Garvey "intensely <br />managed irrigated pasture". Not all of this irrigation water will infiltrate the backfill as some <br />water will run off toward Meehan Draw as irrigation return water, some water will be lost to the <br />atmosphere through evaporation, and some water will be lost through plant -take up and <br />evapotranspiration. <br />Flow gain in Meehan Draw through the irrigation water return is about 213 acre -ft /yr which is <br />over 30 percent of the water used for irrigation. The evaporation rate is 60 inches per year <br />(NOAA 1997, evaporation, semi -arid climates) of which the majority occurs during the warmer <br />drier months that coincide with the irrigation season. WFC estimates that evaporation during the <br />irrigation season could result in loss of 2.5 ac-ft/ac. The evapotranspiration rate for the permit <br />area is estimated at 2.1 ft/year (see Section 2.04.7, Evapotranspiration). These loss figures, added <br />together, would result in very little water being available for infiltration at the Garvey parcel. <br />Adding the loss values for the Meehan parcel would result in negative values. Percolation and <br />infiltration rates into the reclaimed soil is estimated to be moderate (0.6 to 2.0 inches per hour) <br />suggesting that the reclaimed soil will be more acceptable to infiltration than the original soil <br />which should reduce the runoff return flow. <br />The New Horizon 2 Area Permit predicts that 13 inches/yr of irrigation water will infiltrate <br />(recharge) the backfill. Therefore, with a total of 75 irrigated acres in backfill about 81 acre -ft of <br />recharge to the reclaimed backfill would occur per year. As stated earlier, irrigation at NHN <br />Mine could begin as early as the irrigation season of 2015. The backfill material will be <br />relatively dry and will initially absorb moisture. However, channeling of infiltrating irrigation <br />water through more permeable zones will most likely occur. Experience at the New Horizon <br />Mine indicates that the backfill could begin draining irrigation water within a few months of <br />resumption of irrigation on the reclaimed backfill or as early as late summer or early fall of 2015. <br />The flow through the backfill would increase gradually as more of the reclaimed surface is <br />irrigated. At maximum steady state, the backfill flow (at full infiltration rate of 81 ac-ft/yr) would <br />average about 0.11 cfs or about 50 gpm. <br />The flow rates through the backfill material will be significantly higher than through the bedrock <br />(hydraulic conductivity of 40 ft/day, versus 2.1 ft/day). Water seeping in from all three sides of <br />the excavated pit is not expected to recharge the bedrock zones as the water will follow the path <br />of least resistance and flow to the south along the pit floor as is now the case at the old Peabody <br />Nucla Mine (New Horizon #1 Area permit). This water will continue to issue as a spring at <br />Spoil Spring # 1(S S# 1) location (see Map 2.04.7-1). <br />Section 2.05.6(3) Page 18 Sept. 2015 (TR -11) <br />
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