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WSP04095
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Last modified
1/26/2010 12:53:43 PM
Creation date
10/12/2006 12:07:17 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8270.100
Description
Colorado River Basin Water Quality/Salinity -- Misc Water Quality
Basin
Colorado Mainstem
Water Division
5
Date
1/1/1987
Author
USDOI
Title
Quality of Water - Colorado River Basin - Progress Report No. 13 - January 1987
Water Supply Pro - Doc Type
Report/Study
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<br />~ <br />00 <br />~ <br />0' <br /> <br />deep well injection and concluded it to be technically, economically, and <br />environmentally feasible. After holding public meetings and sending out <br />newsletters requesting comment, Reclamation determined injection to be <br />acceptable to the public. Based on these facts, it was concluded that deep <br />well injection was the preferred disposal method. Reclamation then contracted <br />with a second consulting firm to do a more detailed study of injection as a <br />disposal method and to design the disposal system including injection well and <br />surface facilities. Some of the items studied included: capacity of the <br />injection zone, depth and difficulty of drilling. water quality of the brine <br />to be injected, water quality of the formation water, seismicity, the effects <br />of injection brine on seismicity, and surface treatment facilities. Based on <br />this new information and data, a final design for the test injection well was <br />completed in August 1985. Design of the surface facilities is scheduled to be <br />completed in late 1986. <br /> <br />The ongoing testing program consists of verification and refinement <br />of controlling brine inflow to the river, design data collecti0n for future <br />facilities, and drilling and testing an actual injection well. Reclamation <br />will use outside consultants for its technical assistance on deep well <br />injection. A test injection well will be constructed to determine <br />characteristics of the disposal formation. Based on these characteristics, <br />the required number and location of disposal wells will be determined, well <br />design will be completed, and required surface facilities will be determined. <br />After analyzing the total required facilities and projected operation, <br />maintenance, and replacement costs, a final decision on whether or not to use <br />deep well brine disposal will be made. <br /> <br />The injection well will be drilled and tested in 1986 and 1987. <br />When positive test results are obtained, the original Definite plan Report <br />will be amended, and the National Environmental Policy Act (NEPAl requirements <br />will be fulfilled. The constructing of permanent facilities will then follow <br />the approval of the amended plan. Construction should be completed by 1989. <br /> <br />Conditional water rights were obtained from the State of Colorado, <br />and the State has approved pumping and 'Nell testing as stipulated in existing <br />well permits. Reclamation will apply for permanent water rights when an <br />actual beneficial use, the improvement of water quality in the Dolores River <br />for downstream water users within the State, is achieved. <br /> <br />18. Price-San Rafael Rivers Unit (Reclamation and USDA) <br /> <br />The Price-San Rafael Rivers unit is located in east-central Utah, <br />120 miles southeast of Salt Lake City, encompassing Carbon and Emery Counties. <br />U.S. Highway 50 is a major north-south road in the area passing through Price <br />and Green River, Utah. Both the Price and San Rafael Rivers drain into the <br />Colorado River via the Green River. <br /> <br />Agriculture and energy development (primarily <br />the principal economic base in the Price and San Rafael <br />the agriculture production is used for livestock feed. <br />land is irrigated. <br /> <br />coal mining) make up <br />River Basins. Most of <br />Only 2 percent of the <br /> <br />There are no natural springs or seeps in the project area. The salt <br />loading contributed to the Colorado River from the Price and San Rafael River <br />Basins occurs principally as a result of the dissolution of soluble salts in <br />the soil and substrata. Return flows from irrigation and runoff from <br /> <br />VII-26 <br /> <br />~ <br />
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