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<br />. <br /> <br />'{, .,:) <br /> <br />- <br />C\J <br />o <br />o <br /> <br />. <br /> <br />. <br /> <br />Attachment I <br /> <br />,#-, <br />~ <br /> <br />Grand Valley Stage Two Alternatives <br /> <br />The most viable alternatives identified for Stage Two are: <br /> <br />Lateral Improvement: This plan involves improvement of lateral systems <br />under both the private and Federal canal systems in the Grand Valley area to <br />reduce seepage. Improvements would include concrete lining and/or piping the <br />lat erals. <br /> <br />Laterals proposed for improvement include those of the Stub and Price <br />Ditches and of the Orchard Mesa, Grand Valley Irrigation Company, and Govern- <br />ment Highline Canals. Some 700 laterals extending about 500 miles could be <br />part of this plan. Over 10,000 irrigators are currently receiving water <br />from the priva~e laterals under consideration. Laterals under the Redlands <br />Canals would not be part of this alternative, nor would laterals already <br />improved under Department of Agriculture programs. <br /> <br />Canal Seepage Reduction: Two canal seepage reduction options have been <br />identified under this alternative--canal lining and a canal seepage barrier. <br />In the canal lining option, seepage would be reduced by either concrete or <br />membrane lining. Some 200 miles of private and Federal canals irrigating <br />approximately 60,000 acres are under consideration for this plan. The <br />barrier option involves the placement of an impermeable material within the <br />downslope canal embankment. The material would function as an underground <br />dam, stopping canal seepage from moving down-gradient toward the Colorado <br />River. The barrier would only be considered for portions of the Government <br />Highline Canal and the Kiefer Extension. <br /> <br />Systems Combining: This plan involves the water management and salinity <br />reduction opportunities that would result from combining canal systems in <br />the Grand Valley. By combining two or more canals into one, laterals of the <br />upper canal would be extended and combined with those of the lower system. <br />The new laterals would be concrete and/or pipe. <br /> <br />(Note: The three structural plans discussed above would include <br />safety features such as fencing and escape ladders on canals. Measures <br />to offset expected losses to wetlands will also be considered. These <br />measures .could include items such as development of wildlife habitat along <br />the Colorado River or elsewhere in the valley.) <br /> <br />No Reclamation Development: To assist in the evaluation and comparison <br />of alternatives, the future as it would occur without Bureau of Reclamation <br />salinity control measures is forecast. Under this condition, if salinity <br />improvement were to be realized, it would involve other structural or <br />nonstructural alternatives. <br />