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C150221 report (2)
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C150221 report (2)
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Last modified
10/6/2011 12:55:12 PM
Creation date
10/4/2011 3:47:28 PM
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Template:
Loan Projects
Contract/PO #
C150221
Contractor Name
San Luis Valley Irrigation District
Contract Type
Grant
Water District
0
Loan Projects - Doc Type
Report
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reservoir contained 8 to 12 inches of organic soil which was the primary detenninant for this <br />classification. Further soil investigation is requued for the "potential fen" tliat is located to the east of the <br />dam. <br />Hydrology <br />The study area is located in a riparian valley that is hydrologically altered by the presence of a dam. <br />Upstreatn of the dam the valley is flooded for the sake of stockpiling water. The resulting reservoir has <br />fluctuated in depth and proportionate cross-sectional area of inundation. This artificial hydrologic regime <br />has had a substantial impact on the plant commuiuties of the steep banks of the reservoir, which are <br />largely unvegetated. Below the dam the floodplain hydrology is also artificial. The presence of the dam <br />eliminates the natt�ral lugh flow events which are important for the sediment transport and fluvial <br />morphology of the floodplain. The metered release of water from the reservoir also creates a more <br />consistent water table. Despite this altered hydrologic regime, the downstream floodplain maintains a <br />much more natural appearance than the areas above the reservoir. Additionally there are two primary <br />tributaries that enter the reservoir stiidy area, one near the west end of the reservoir, which flows into the <br />reservoir fi•om the southwest and the other is below the dain flowing uito the Rio Grande from the south. <br />Several other smaller intermittent streams enter the study area, most of which are located on the south <br />side of the reservoir. Streatn flow, shallow groundwater and reservoir (lacustrine) water are the primary <br />source of hydrology for the delineated wetlands. Direct precipitation and surface runoff are secondary <br />sources of hydrology. According to data produced at the National Resource Conservation Service <br />(NRCS) Snotel Site, the average annual water equivalent in this area is approximately 45 inches a year of <br />snow, which does not include rain in the si.uruner and fall, which would likely bring the total annual <br />precipitation to approxirnately 60 inches a year. Other indicators of hydrology within the project <br />boundaries include, drainage patterns, drift lines and matted vegetation. <br />Limitations <br />Field indicators can change with variations in hydrology and other factors. This report conservatively <br />estimates the potential for wetlands at the site at the time of our review and does not address conditions at <br />a given time in the future. Sugnet malces no other warranties, either expressed or implied, and our report <br />is not a recommendation to buy, sell or develop the property. <br />This report does not constitute a Jurisdictional Determination of Waters of the United States since such <br />determinations must be verified by the USACE or the NRCS (as applicable), and are subject to review by <br />the U.S. Environmental Protection Agency (USEPA). <br />� 555 Rivergate Lane, Bi-101 Durango, Colorado 81301 Ph.970.259.9595 Fax.970.259.U050 www.sugnet.com <br />
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