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Last modified
6/11/2010 2:07:19 PM
Creation date
5/15/2007 10:43:24 AM
Metadata
Fields
Template:
Watershed Protection
Document ID
123
County
Rio Grande
Stream Name
Alamosa River
Basin
Rio Grande
Sub-Basin
Alamosa - Trinchera
Water Division
3
Title
Alamosa River Watershed Project Literature and Watershed Assesment, Final EPA Report
Date
9/30/2003
Prepared For
Valle del Sol Community Center
Prepared By
US Environmental Protection Agency
Watershed Pro - Doc Type
Project Report
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<br />I <br />1 <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 />ditch diversions (Figure 7) are located throughout the lower portion of the watershed, <br />primarily from Gunbarrel Road and east near US 285. These headgate structures are <br />critical in acquiring water from the river to support agricultural activities. <br /> <br />In the Upper Portion of the Watershed, the USFS applied for and was granted reserved <br />water rights in the Rio Grande National Forest in the State of Colorado Water Division <br />NO.3. This includes the Upper Alamosa River Watershed, from the headwaters to the <br />National Forest Boundary. Instream flows were decreed to the Rio Grande National <br />Forest in 2000 for: <br /> <br />. Maintaining, improving, protecting, and minimizing damage to the following: <br />(1) Riparian ecosystems, which includes stream dependent wetlands; <br />(2) The natural physical function of stream channels; <br />(3) Viable and diverse populations of fish and wildlife, including all habitat <br />necessary for such populations; <br />Scenic and aesthetic conditions and values; <br />(4) Public opportunities for outdoor recreation; <br />(5) Soil conservation and preservation of the quality of soil resources; <br />. Range uses; and <br />. Prevention and control of forest fires. <br /> <br />The Quantification Point (QP) for quantifying flows is the Alamosa River at the <br />downstream of the Nation Forest Boundary above Terrace Reservoir. Flows are <br />quantified for two periods: <br /> <br />1. During the period of annual snowmelt runoff: When natural flow reaches the minimum <br />highflow" the U.S. has the right to receive at, and upstream of, its QP all flow up to and <br />including the flow equal to the maximum high flow, until such time as the natural flow <br />decreases below the minimum highflow. The maximum highflow is defined as the upper <br />limit of the flows to which the U.S. is entitled during the runoff period, and is flow equal to <br />the highest instantaneous flow historically occurring, on average, once in every 10 years. <br />This correlates to a flow equal to two times the Q1.5 flow (flow with a return period of 1.5 <br />years, or roughly the bankfull flow). The minimum highflow is the lower limit of flows to <br />which the U.S. is entitled during the runoff period, and is a flow equal to 60% of the Q1.5 <br />flow. <br /> <br />2. Baseflows: For times outside of the period of annual snowmelt runoff, the U.S. has <br />the right to receive at, and upstream of, its QP baseflows equal to: <br /> <br />· January, February, March and December: Flow available in priority up to a <br />flow equal to the Median Monthly Discharge rate for that month. <br />· April through November: Flow available in priority up to a flow equal to 80% <br />of the Mean Monthly Discharge rate for that month. <br /> <br />All of these appropriated flows for the USFS are shown below: <br /> <br />Minimum Maximum Jan Feb Mar Apr May June July Aug Sep Oct Nov Dee <br />Hiah Flow Hiqh Flow <br />222.78 742,6 20,6 23,5 29,7 68,9 178.2 134,8 56.4 43.3 27,0 23.4 19.3 22,0 <br /> <br />4-4 <br />
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