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<br />~.~ <br />~~~.' <br />, <br />B-;, <br /> <br />-?"!J <br />~j <br /> <br />. , <br />'-:;: <br /> <br />~~~ <br /> <br />\'. <br /> <br />I D <br />> <br /> <br />-.-) <br /> <br />00 <br />In <br />o <br />~ <br />(.:..-' <br />\"".:.) <br /> <br />4 <br /> <br />ditch organizations. See Appendix A for names and presiding offi- <br /> <br />,cers of the ditch organizations. <br /> <br />The study has four objectives: 1) To determine if the exist- <br /> <br />ing diversion structure has any residual value; 2) To obtain suf- <br /> <br />ficient field data to permit design work in the winter of 1974-1975; <br /> <br />3) To present a general plan for rehabilitation of the present struc- <br /> <br />ture, or for new construction; and 4) To present cost estimates for <br /> <br />whatever construction work is proposed. <br /> <br />This study is financed by a Technical Assistance grant from <br /> <br />Four Corners Regional Commission. The recipient of the grant is <br /> <br />Jaroso Mutual Ditch Company, who, in this instance represents water <br /> <br />users on, or tributary to, Cerro Canal, Acequia Madre, and Costilla <br /> <br />Creek, downstream from the diversion structure. <br /> <br />The importance of maintaining a dependable, easily operated <br /> <br />diversion structure cannot be overemphasized as the success of water <br /> <br />users is directly dependent on the proper and timely operation of <br /> <br />the facility. The condition of the present structure is such that <br /> <br />it may fail, or become partially inoperable at any time. <br /> <br />As part of this study it was requested that the cost of lining <br /> <br />Cerro Canal from the diversion structure to its upper crossing with <br />