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Rio Grande - Manassa Conejos River & N Branch Stablization_Application
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Rio Grande - Manassa Conejos River & N Branch Stablization_Application
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Last modified
11/8/2012 1:10:47 PM
Creation date
9/16/2008 4:10:37 PM
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WSRA Grant and Loan Information
Basin Roundtable
Rio Grande
Applicant
Manassa Land and Irrigation Company
Description
Conejos River & North Branch Diversion and Stabilization Project
Account Source
Basin & Statewide
Board Meeting Date
9/17/2008
Contract/PO #
150446
WSRA - Doc Type
Grant Application
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Water Supply Reserve Account - Grant Application Form <br />Fonn Revised May 2007 <br />Relation of this project to the Rio Grande Compact - Surface water supply from the Conejos <br />River and Rio Grande is subject to the Rio Grande Compact of 1938 between Colorado, New <br />Mexico, and Texas to ensure that waters are equitably distributed between these entities. The <br />Compact provides annual delivers- quotas for the Rio Grande and Conejos River to the Lobatos <br />gauging station near the New Mexico state line in accordance with a separate deliver- schedule for <br />each stream system. Anv failure to meet the Compact obligations could result in another lawsuit <br />against Colorado by New Mexico and Texas, as occurred in 1966. With 42 years of uncontested <br />Compact deliveries, Colorado has a stake in the success of this Project. Funding this project will <br />enable the state to correct problems at a critical bifurcation on the Conejos, thereby preserving the <br />Conejos River's ability to meet its obligations to the Rio Grande Compact. <br />Need: The north bank of the Conejos River at the Project location has badly degraded over many years. <br />During high flows, water cuts into the sand and clay bank. The potential for flooding the area north of the <br />main stem is great. Land owners have repeatedly taken ineffectual steps to attempt to prevent firther <br />erosion, but these efforts have not only failed to stabilize channel boundaries, they have often made the <br />problem worse. This bifurcation point is undergoing accelerated bank erosion with increased bedload <br />sedimentation and instability of the channel. Failed structures and human intervention in river bank <br />changes throughout the years have exacerbated bedload deposition, contributing to firther deterioration of <br />the Core and the Diversion Gates. This has led to a loss of channel capacity, generally degrading the <br />stable dimension, pattern and profile of the river. MLI, its shareholders and all the beneficiaries of this <br />system need surface rights to be delivered into the area. The state needs to get water into the forty two <br />ditch systems in priority so that farmers can more efficiently irrigate in this agricultural region of <br />Colorado. Colorado needs to fiend this Project and thus reduce or eliminate the very significant losses of <br />Compact water which are occurring. Loss of the North Bank would severely jeopardize the Conejos <br />River's ability to meet its portion of the Rio Grande Compact obligation. <br />Problems/Opportunities: MLI has worked in this area of the river many times in attempts to correct years <br />of stream bank erosion. Land owners and ditch companies have moved gravel, logs, and whole trees, and, <br />with the help of Conejos County, have placed some rock in the streambanlc in attempts to prevent further <br />damage. In retrospect, these efforts have been attempts to patch a symptom rather than to achieve a stable <br />channel form. In recent tunes of severe drought. water was not being conserved. Increasingly unpredictable <br />patterns of precipitation may cause heightened risk of flooding, such as occurred about a hundred years <br />ago when the town of Manassa was two feet deep in water. In dry months it is difficult to deliver surface <br />water rights into the area and to get water to the ditches in priority. The measures taken in the past have <br />been crisis driven, limited bv_ lack of technical expertise and finds. MLI now has a great opportunity. in <br />cooperation with NRCS, to install properly engineered river structures, J-hook rock formations which have <br />been designed and have proven successful in numerous other river installations. NRCS has used this rock <br />barb or J-hook design successfully in other places in the river, and it is now the preferred river stabilization <br />technology used by the Conejos Water Consetvancv District. <br />The opportunity exists now, through SB-179 funding, to address all of the above issues, installing a system <br />which is based on a clear understanding of the river variables that encourage stability. Previous attempts <br />have been incompatible with what D. L. Rosgen, professional hydrologist, calls the "rules of the river." <br />Despite everyone's best intentions, local efforts were doomed to fail. With technical and funding assistance <br />from NRCS, with the good counsel of the Rio Grande Basin Roundtable's Technical Assistance <br />19
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