Laserfiche WebLink
<br />HYDRO <br /> <br />APPENDIX A <br /> <br />, ENGINEERING <br /> <br />,.. <br /> <br />CONSULTING WATER ENGINEERS <br />BOX 11223 PUEBLO, COLORADO 81001 303.546,0169 <br /> <br />February 20, 1979 <br /> <br />Mr. Niok Iognnides <br />Color~do Water Conservation Board <br />1301 Sherman Street <br />Denver, Colorado 80203 <br /> <br />Mr. Tom Stephenson, <br />Beaver Park Water, Inc. <br />Box 286 <br />Penrose, Colorado 81240 <br /> <br />I FEB 22 1979 <br />CULe ' -;'..J <br />caNSERvA'rio'N" I ~rl <br />BOARD <br /> <br /> <br />t;-I "---lr- <br />D ,::.Itr\J,.i(lr'-~ <br />; }.' .! (.; ,.,":. '>(\,.'~;.~}1r; <br />, > <br /> <br />PROPOSAL FOR FEASIBILITY STtIDY OF nEAVER PARK <br />IRRIGATION SYSTEM REHABILITATION AND REPAIRS <br /> <br />The Board of Directors of the Beaver Park Water, Inc., a mutual ditch <br />company at Penrose in Fremont County, desire to cooperate with the Colorado <br />Water Conservation Board to undertake a feasibility study of the repairs <br />necessary to upgrade the existing irrigation system in order to reduce <br />system losses, reduce waste of water, and promote better water management. <br />,Hydro Engineering of Pueblo, Colorado, proposes to prepare this feasibility <br />study for Beaver Park Water, Inc., and the Colorado Water Conservation Board. <br />The study will be prepared in accordance with the guidelines of the Colorado <br />Water Conservation Board. <br /> <br />The major components to be addressed by the feasibility study will include <br />a general description of the irrigation system, water rights, crops and <br />irrigated acreage, financial status, 20-year diversion records, analysis of <br />water deliveries to shareholders, and calculation of transmission losses. <br />Beaver Park Water has requested that four specific components of the system <br />be evaluated for rehabilitation orreplacement. Evaluation of these four <br />components would comprise the major tasks of the feasibility study and are <br />as follows: <br /> <br />1. Rehabilitation and repairs to the diversion dam and headgates, <br />including removal of sand and debris above the dam; <br /> <br />2. Evaluation of piping or ditch lining or a combination of both for <br />all of the Upper Canal, including new lateral headgates and measuring <br />devices at all laterals; <br /> <br />l <br />! <br />,. <br />. <br />r. <br />.' <br />" <br />['. <br />, <br />r <br /> <br />3. Rehabilitation of Brush Hollow Dam outlet structure, including the <br />outlet gate, tube, valves, and spillway; <br /> <br />4. Evaluation of piping or ditch lining of the Lower Canal from Brush <br />Hollow Dam part-way to the Third Street crossing, in the area of <br />greatest ditch loss. <br /> <br />!' <br />~ <br />" <br />;< <br /> <br />'.' <br /> <br />: ' <br /> <br />APPENDIX A <br />GROUND WATER' HYDROLOGY' WATER RIGHTS. WATER QUAliTY' WATER SUPPLY' SEWER STUDIES <br />