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<br />Major Storage Projects <br /> <br />Reservoi r <br /> <br />Normal Storage <br />(acre-feet) <br />103,114 <br />59,571 <br />52,192 <br />43,826 <br />22,679 <br />17,374 <br />15,182 <br />14,052 <br />5,808 <br />4,758 <br />3,468 <br />3,041 <br />2,436 <br />1,500 <br /> <br />Sanchez Reservoir <br />Platoro Reservoir <br />Rio Grande Reservoir <br />Santa Maria Reservoir <br />Continental Reservoir <br />Mountain Home Reservoir <br />Terrace Reservoir <br />La Jara Reservoir <br />Smith Reservoir <br />Beaver Park Reservoir <br />Eastdale Reservoir No. 1 <br />Eastdale Reservoir No. 2 <br />Big Meadows Reservoir <br />Head Lake <br /> <br />Hydrological Variations <br /> <br />Gage extremes for the Rio Grande near Del N orte, as <br />the river enters the San Luis Valley, and at Lobatos, <br />downstream of the last diversion in Colorado before the <br />river enters New Mexico, are shown in the following <br />table. Seasonal variations are shown below in the annual <br />discharge graph. <br /> <br />Gage <br /> <br />Maximum <br />Recorded <br />Flow (cfs) <br />14,000 (1911) <br />13,100 (1905) <br /> <br />Minimum <br />Recorded <br />Flow (cfs) <br />69 (1902) <br />o (1950) <br /> <br />Near Del Norte <br />Near Lobatos <br /> <br />Source: Colorado Department of Natural Resources <br /> <br />Annual Discharges <br /> <br />Rio Grande Near Del Norte <br />WY 1912 -1998 <br /> <br />5000 <br /> <br />Average Annual Discharge: <br />4500 Minimum Annual Discharge: <br />Maximum Annual Discharge: <br /> <br />657,400 AF <br />224,760 AF (1977) <br />1,071,041 AF (1987) <br /> <br />D Avg Year <br />. Max Year <br />D Min Year <br /> <br />4000 <br />"'C <br />c: <br />8 3500 <br />a> <br />~ 3000 <br />a> <br />a. <br />a> 2500 <br />a> <br />~ 2000 <br />:c <br />~ 1500 <br />1000 <br />500 <br />o <br /> <br /> <br />Oct t-bv Dee Jan Feb Mar Apr May Jun Jul Aug Sep <br /> <br />Source: US Geological Survey Water Data Reporls <br /> <br />Major Water Rights Calls <br /> <br />Usually by mid-July native flows in all of the basin streams <br />have receded to the point that only the most senior water <br />rights have water available to them and reservoir releases <br />provide supplemental water. All streams in the Rio Grande <br />Basin are on call throughout any normal irrigation season. <br />The Rio Grande and the Conejos River system are on call <br />year-round from water right calls and/or the Rio Grande <br />Compact. Much of the Rio Grande mainstem surface <br />water is used conjunctively with the groundwater system in <br />order to provide a reliable irrigation season supply. <br /> <br />The State Engineer has had a moratorium on new appro- <br />priations from non-exempt confined aquifer wells since <br />1972 and on non-exempt unconfined aquifer wells since <br />1982. Agreements have been reached with all major water <br />user groups, including both surface and groundwater <br />interests, that have precluded the need for groundwater <br />administration rules at the present time. The CWCB and <br />the State Engineer's Office (SEO) are currently working on <br />the Rio Grande Decision Support System (RGDSS) that <br />will answer many outstanding basin concerns. Under the <br />legislation that enabled the RGDSS, the SEO will promul- <br />gate rules that address the potential for new appropriations <br />in the confined aquifer. <br /> <br />Stream and Lake Protection <br /> <br />There are 133 instream flow segments totaling approximately <br />971 stream miles in the basin. There are also 48 lakes with <br />decreed natural lake levels. These water rights are held by <br />the CWCB to "protect the natural environment to a reason- <br />able degree." The decreed flow or lake level for each of <br />these instream flow segments and natural lakes is based on <br />the amount required to maintain the water-dependent <br />natural environment. <br /> <br /> <br />Ephemeral stream in the Great Sand Dunes National Park <br />(Photo courlesy of Adam Bingham) <br /> <br />( Rio Grande Basin Facts - 2 <br /> <br />) <br />