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2014-04-23_REVISION - M2000041
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2014-04-23_REVISION - M2000041
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Last modified
8/24/2016 5:43:19 PM
Creation date
4/23/2014 3:16:42 PM
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Template:
DRMS Permit Index
Permit No
M2000041
IBM Index Class Name
Revision
Doc Date
4/23/2014
Doc Name
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From
John Sliman
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DRMS
Email Name
TC1
Media Type
D
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Ms. Heidi Frey <br />June 14, 2013 <br />Page 2 <br />discharge, or to Southwest Sod for irrigation, or both. A totalizing flow meter on the irrigation <br />delivery pipeline will measure the flow rate and record the volume of water being delivered for <br />irrigation use. Any dewatering water not used for irrigation will be discharged to the Arkansas <br />River using the existing Evans #2 Pit dewatering discharge system. <br />Irrigation Depletions <br />For purposes of this 2013 SWSP amendment, the water pumped through the irrigation delivery <br />pipeline will be considered a 100 percent depletion to the Arkansas River. Thus, there will be no <br />need to estimate and account for evaporation from the forebay pond in the Excelsior Ditch or to <br />determine lagged irrigation return flows from the irrigated fields. Fremont reserves the right to <br />propose future accounting in order to claim the unconsumed irrigation return flows as an offset <br />to the stream depletions caused by use of the dewatering system pumping for irrigation. The <br />Evans #2 SWSP accounting forms have been revised to include the lagged stream depletions <br />attributable to dewatering system deliveries to irrigation (see attached). <br />Since the source of water is groundwater generated throughout the Evans #2 Pit via the <br />dewatering system, the lagged stream depletions will be determined using the same lagging <br />parameters and lagging model as are currently in use for the gravel pit (x = 2,400 ft, w = 5,000 ft, <br />T = 100,000 gpd/ft, S = 0.20 ft/ft). <br />Based on the lagging parameters for the Evans #2 Pit described above, the following unit <br />response function (URF) illustrates the pattern of stream depletions that would accrue to the <br />Arkansas River from each month of pumping. <br />Evans #2 Pit Dewatering System Unit Response Function <br />Month <br />1 <br />1 2 <br />1 3 1 <br />4 <br />1 5 <br />1 6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />Year 1 <br />9.8% <br />1 23.1% <br />13.8% <br />1 10.0% <br />1 7.9% <br />1 6.4% <br />5.3% <br />4.3% <br />3.5% <br />2.9% <br />2.4% <br />1.9% <br />Year 2 <br />1.6% <br />1 1.3% <br />1.1% <br />1 0.9% <br />1 0.7% <br />1 0.6% <br />0.5% <br />0.4% <br />0.3% <br />0.3% <br />0.2% <br />0.2% <br />Year <br />0.1% <br />1 0.1% <br />0.1% <br />1 0.1% <br />1 0.1% <br />1 0.1% <br />- <br />By way of example only, and based on an assumption that half of the projected allocated July <br />through October 2013 and March 2014 irrigation demand of Southwest Sod Farms is provided <br />by the Evans #2 Pit dewatering system (72 ac -ft total), the following tables show the amounts of <br />pumping and stream depletion replacement requirements (72 ac -ft total) that would result. <br />2013 Dewatering Supply to Irrigation at 50% of Projected Demand <br />
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