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2014-02-13_HYDROLOGY - M1986015
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2014-02-13_HYDROLOGY - M1986015
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Last modified
8/24/2016 5:39:58 PM
Creation date
2/14/2014 1:45:32 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1986015
IBM Index Class Name
HYDROLOGY
Doc Date
2/13/2014
Doc Name
Substitute water supply plan
From
Division of Water Resources
To
Bishop Brogden Associates, Inc.
Email Name
TC1
Media Type
D
Archive
No
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Mr. Paul Bruss, E.I. <br />February 11, 2014 <br />Page 2 <br />approved plan for augmentation or SWSP approved by the State Engineer, whichever is more <br />restrictive). <br />DEPLETIONS <br />Annual site depletions consist of 90.9 acre -feet of evaporative losses, 21.4 acre -feet of <br />pumping for dust control, and 29.4 acre -feet of water removed in the mining product, for a total <br />depletion of 97.1 acre -feet for each of the plan years (February 1, 2012 — January 31, 2013 and <br />February 1, 2013 — January 31, 2014). The monthly distribution of the values and the lagged <br />effects on the Arkansas River, are detailed on your Tables 1 -4, which are attached. The lagged <br />depletions were calculated individually for each Phase of the operation based on the <br />characteristics below. <br />Location <br />Transmissivity <br />Specific Yield <br />Distance to <br />Distance to <br />Alluvial <br />49.15% <br />(gpd /ft) <br />76.62% <br />River (ft) <br />Boundary ft <br />Phase 1 <br />97,100 <br />0.15 <br />1,032 <br />2,647 <br />Phase 2 <br />97,100 <br />0.15 <br />964 <br />2,206 <br />Phase 7 <br />97,100 <br />0.15 <br />420 <br />2,250 <br />Lagging factors for each of the Phases were calculated using the Glover Method, <br />normalized to the number of months required for 95% of depletions to affect the river, and are <br />provided in the following table. <br />Month <br />Phase 1 <br />Phase 2 <br />Phase 7 <br />1 <br />49.15% <br />54.46% <br />76.62% <br />2 <br />34.43% <br />36.62% <br />19.16% <br />3 <br />11.76% <br />8.92% <br />4.22% <br />4 <br />4.65% <br />- <br />- <br />Historical phreatophyte and effective precipitation were determined to partially offset <br />gross 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 native <br />vegetation in Phase 1, and 17.5 acre -feet per year from 5 acres of 100% canopy cover native <br />vegetation in Phase 7. Effective precipitation was claimed on the remaining 11.1 acres of <br />exposed surface area, and was calculated as 70% of total precipitation. <br />REPLACEMENT <br />The replacement water is proposed to be from three sources. The first is Transit Mix's <br />ownership of 2.92 cfs of the Hamp -Bell ditch that historically irrigated 67 acres and is estimated <br />to yield 170.3 acre -feet annually in an average year and 153.9 acre -feet annually in a dry year. <br />The second is consumable water leased from the Pueblo Board of Water Works (PBWW). <br />Transit Mix currently has a lease with Pueblo that will provide 120 acre -feet of totally <br />consumable water annually through September 30, 2022, a copy of which is attached. The <br />third is 60 shares of Twin Lakes Reservoir water owned by Transit Mix that are primarily used <br />for Transit Mix's Grisenti Pit under a separate SWSP, but typically provide 25 to 35 acre -feet of <br />excess water. <br />
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