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2018-08-08_HYDROLOGY - M1986015
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2018-08-08_HYDROLOGY - M1986015
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Last modified
8/17/2018 11:23:05 AM
Creation date
8/9/2018 9:57:13 AM
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DRMS Permit Index
Permit No
M1986015
IBM Index Class Name
Hydrology
Doc Date
8/8/2018
From
DWR
To
DRMS
Email Name
ERR
Media Type
D
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No
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Mr. Paul Bruss, P.E. <br />August 8, 2018 <br />Page 3 of 7 <br />Annual site depletions during the second plan year (August 1, 2019 through July 31, 2020) <br />consist of 296.07 acre-feet of gross evaporative losses, 11.0 acre-feet of pumping for dust <br />control, and 7.38 acre-feet of water removed in the mining product, for a total depletion of <br />314.45 acre-feet. The monthly distribution of the values and the lagged effects on the <br />Arkansas River, are detailed on your Tables 1-4, which are attached. The lagged depletions <br />were calculated individually for each Phase of the operation based on the characteristics <br />below. <br />Location <br />T(d/ft) <br />S <br />X (ft) <br />W (ft) <br />Phase 1 <br />97,100 <br />0.15 <br />1,032 <br />2,647 <br />Phase 1 (initial till) <br />97,100 <br />0.15 <br />180 <br />2,334 <br />Phase 2 <br />97,100 <br />0.15 <br />964 <br />21206 <br />Phase 7 <br />97,100 <br />0.15 <br />420 <br />2,250 <br />T = Transmissivity of the aquifer (gallons per day per foot). <br />S = Specific yield of the aquifer, <br />X Distance between the centroid of the mining area and the Arkansas River (feet). <br />W = Distance between the Arkansas River and the alluvial boundary (feet). Z <br />We note that the W distance value for the Phase 1 and Phase 1 (initial fill) lagging inputs are different due <br />to do the different locations for the point of depletion and the variability of the alluvial boundary in the <br />location of the Pueblo East Pit. <br />Lagging factors for each of the Phases were calculated using the Glover Method, normalized <br />to the number of months required for 95% of depletions to affect the river, and are provided <br />in the following table. <br />Month <br />Phase 1 <br />Phase 1 <br />Phase 2 <br />Phase 7 <br />1 <br />49.15% <br />91.20% <br />54.46% <br />76.62% <br />2 <br />34.43% <br />8.80% <br />36.62% <br />19.16% <br />3 <br />11.76% <br />- <br />8.92% <br />4.22% <br />4 <br />4.65% <br />- <br />- <br />- <br />Total <br />100.00% <br />100.00% <br />100.00% <br />1.00.00° O <br />Note: Lagging factors a.re normalized to the number of months required <br />for 95% of depletions to affect the river. <br />Historical phreatophyte and effective precipitation were determined to partially offset gross <br />evaporation at the site. The credit from historical phreatophyte consumptive use was <br />calculated to be 19.5 acre-feet per year from 5.6 acres of equivalent 100% canopy cover <br />native vegetation in Phase 1, and 17.5 acre-feet per year from 5 acres of 100% canopy cover <br />native vegetation in Phase 7. Effective precipitation was claimed on the remaining 60.4 acres <br />of exposed surface area, and was calculated as 70% of precipitation. <br />REPLACEMENT <br />The replacement water is proposed to be from three sources. The first is excess credits from <br />
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