Laserfiche WebLink
0 & <br />9. ER North Fork Spring No. 1: 0.5 c.f.s, irrigation and stock water, <br />ABSOLUTE. <br />10. ER North Fork Spring No. 2: 0.25 c.f s, irrigation and stock water, <br />ABSOLUTE. <br />11. ER North Fork Spring No.3 2: 0.50 c.f.s, irrigation and stock water, <br />ABSOLUTE. <br />12. ER XVX Spring No. 1: 1.00 c.fs, irrigation and stock water, ABSOLUTE. <br />13, ER -XVX house Spring No. 1: 0.5 c.f s., irrigation and stock water, <br />ABSOLUTE and 0,0333 c1s. domestic, ABSOLUTE. <br />15. ER Lowe House Spring, 0.5 c.f s, irrigation, ABSOLUTE and 0.0333 c.f s. <br />domestic, ABSOLUTE. <br />16. ER John W. Musser Ditch, 0.333 c.f s. domestic, ABSOLUTE. <br />B. Change of water right for place of use of stored water: <br />Beaver Dam Reservoir and Beaver Darn Reservoir, First Enlargement, Case No. <br />2563, 405 acre feet for irrigation. Proposed Change: Mika Ag Corp now owns <br />the Huffington Ranch and adjoining ranch lands comprising a total of <br />approximately 6,000 acres, now know as Escalante Ranch, Applicant desires to <br />use water stored in Beaver Dam to irrigate all of the Applicant's irrigable lands <br />included within Escalante Ranch, being approximately 1,500 acres of land located <br />in Mesa County and Delta County in: Section 1, T 49 N, R 16 W, N.M.M.; <br />Sections 1, 2, 4, 5, 7, and 8, T 50 N, R 14 W, N.M.M.; Section 31, T 50 N, R 15 <br />W, N.M.M.; Sections 1, 12, 14, 15, 22, 23, 25, 26, 35, and 36, T 50 N, R 16 W, <br />N.M.M.; Sections 33, 34, 35, and 36, T 51 N, R 14 W, N.M.M.; Sections 6, 7, 8, <br />and 17, T 14 S, R 98 W, 6 P.M.; Sections 30, 31, 32, and 33, T 4 S, R 3 E, Ute <br />Meridian; Sections 10 and 15, T 51 N, R 13 W, N.M.M.; Sections 22 and 27, T 14 <br />S, R 98 W, 6' P.M.; Sections 8, 17, 19, 20, 30, and 29, T 15 S, R 97 W, 6 1, P.M.; <br />Section 36, T 15 S, R 98 W, 6" P.M. <br />C. Change of Water Rights (alternate points of diversion for the new surface <br />water rights described above and all of the following previously decreed <br />structures). Applicant's use of such alternate points of diversion have historically <br />occurred along the (a) North Fork of Escalante Creek from the headgate of the <br />Sawtell Ditch downstream to the confluence with Escalante Creek, downstream to <br />the confluence with the Gunnison River, and downstream to the headgate of Rio <br />Dominquez Ditch and; (b) along the Kelso Creek from the headgate of Granite <br />