Laserfiche WebLink
<br />BUREAU OF RECLAMATION REPORT <br /> <br />not related directly to the extension and should be independently <br />investigated. The project extension would have no effect on municipal <br />and industrial water supplies, flood and silt control, drainage, navi- <br />gation, recreation, and stream pollution abatement. <br /> <br />Extension Works and Costs <br /> <br />The Pine River project extension would consist of the enlargement <br />and extension of eight major canals and ditches, the construction of a <br />new diversion dam, and the construction of numerous small distribution <br />laterals. The largest canal affected would be the King Consolidated <br />which would serve 9,620 acres in the western part of the Pine River <br />project area. The canal would be enlarged to a capacity of 295 second- <br />feet for 11.6 nules and extended for an additional 26.6 miles. Con- <br />crete chutes would drop the water 80 feet at the beginning of the <br />extension and 66 feet at a point 2.4 miles along the extension. The <br />other canals and c;litches would be the Pine River Canal and the Myers- <br />Asher, Bennet and Myers, Bear Creek and Pine River, Sullivan, Shroder <br />Extension, and Thompson Epperson ditches. These would serve a total <br />of 5,530 acres in scattered tracts throughout the project area. The <br />new diversion dam would be a low concrete weir and compacted earth-fill <br />dike that would be constructed at the head of the King Consolidated <br />Canal to replace a temporary diversion structure. The laterals that <br />would be constructed would extend from the main canal and ditch chan- <br />nels to the individual tracts of project lands. Most of the work on <br />existing canals should be undertaken during the nonirrigation season to <br />avoid interference with canal operation. No unusual construction prob- <br />lems would be involved. <br /> <br />Detailed engineering information on the features included in the <br />extension and the estimated construction costs of the features are sum- <br />marized in the table on the following page. As shown by the table the <br />construction costs would total $4,142,000 or $4,088,250 exclusive of <br />nonreimbursable money expended for investigations and surveys from the <br />Colorado River Development Fund. The cost estimates are based on <br />December 1949'prices and include allowances for engineering, overhead, <br />contingencies, and rights-of-way. <br /> <br />The operation, maintenance, and replacement costs of the extension <br />works would amount to about $15,150 annually on the basis of 1939-1944 <br />prices. Annual payments in that amount would provide for proper opera- <br />tion and maintenance and sufficient replacements to insure the works a <br />useful life of 150 years. <br /> <br />Extension Lands <br /> <br />Lands in the extension inClude 1,360 acres of Class 1 land or land <br />highly suitable for irrigation farming and 13,790 acres of Class 2 land <br /> <br />g <br />