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Last modified
8/11/2009 11:42:46 AM
Creation date
9/30/2006 10:19:23 PM
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Publications
Year
1997
Title
Arkansas Groundwater Users Association - 1997 Plan Year Arkansas River Replacement Plan
CWCB Section
Stream & Lake Protection
Author
Rocky Mountain Consultants, Inc.
Description
Application for plan to divert tributary groundwater in the Arkansas River Basin, Colorado
Publications - Doc Type
Historical
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />presumed depletion of 50 percent of the amount pumped was assigned, per Rule 4.2. The Division <br />Engineer has agreed that a presumptive depletion of 30 percent can be used for diversions of <br />groundwater used as a supplemental source of supply for flood and furrow irrigation. <br /> <br />Some wells included in this preliminary plan are pumped for uses for which presumptive <br />depletions are not defined in the Rules. As shown in Appendix B, these uses include domestic or <br />household ("D" or "H" which are assumed to be equivalent and which may include indoor and <br />outdoor uses as well as stock watering), municipal ("M" for entities such as Boone and Avondale <br />Water and Sanitation District), commercial ("C"), and other ("0"). In RMC's experience, municipal <br />uses typically have an average annual consumption of35-40 percent of the amount of raw water <br />diverted. Since most of the categories just mentioned involve municipal types of use, depletions in <br />the range of 35-40 percent are reasonable, The depletion used in this plan for these uses is based on <br />60 percent indoor use (5 percent per month) at 10 percent consumption, and 40 percent outdoor use <br />(March through November) at 82 percent consumption (as required by the State Engineer's Office). <br />This distribution of use and consumption results in a depletion factor of38.75 percent. <br /> <br />A few exceptions to the depletions presented above include farms for which a portion of the <br />acreage is flood irrigated and a portion is sprinkler irrigated. In this case, the sprinkler depletion <br />factor is used except when the acreages under each type of irrigation are separately quantified, in <br />which case the depletion factor is weighted based on those acreages. Two further exceptions to the <br />municipal type depletion described above are the Burrell and Walter wells (!D's 1705041, 1705042 <br />and 1705777) which are used for seed washing. A depletion of 10 percent has been estimated for <br />these wells. One other exception to the municipal type depletion estimate is the Eldon well (!D <br />1405637). The water from this well is pumped into a fish pond, and for purposes of this plan, it has <br />been assumed that 50 percent is depleted due to evaporation and 50 percent is lost due to seepage. <br />The type of use and presumptive depletion for each AGUA member well or groups of wells is listed <br />in Appendix C and is summarized for the various types of use in Table 5. <br /> <br />G.\3I77 ~ 003\REPORTSIAGUA97 ~ l_RPT <br /> <br />10 <br /> <br />PrinledFebruary27,1997 <br />
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