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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />2546 <br /> <br />'.. <br /> <br />During each run a shareholder receives a release of approximately 0.015 cfs per share into his lateral <br />for 48 hours. This is also known as a 150% delivery. When there is reduced flow in the canal, the <br />ditch riders extend the delivery time to allow the full allotment to be released. The delivery times for <br />the reduced flow is as follows (Fort Lyon Canal Company 1983): <br /> <br />150% <br />125% <br />100% <br />75% <br /> <br />no extra at 48 hours <br />10 minutes per hour (8 hours over on 48 hours) <br />20 minutes per hour (16 hours over on 48 hours) <br />30 minutes per hour (48 hours over on 48 hours) <br /> <br />When the Ft. Lyon Canal is restricted to its most senior direct flow water of 165 cfs, it requires <br />approximately one month to complete a run. When the canal is running its full 933 cfs, shareholders <br />usually receive water two days out of every four. (Tipton and Kalmbach 1987) <br /> <br />The operations of the canal company are financed through assessments of the shareholders. The 1991- <br />1992 assessments were $11.75/share and the 1991-92 operating budget for the company was <br />$1,136,630. Included within the budget were assessments of $1.00/share for water purchase and <br />$1.00/share for special projects. The 1991-92 assessment description and operating fund budget is <br />included as Table A3.2 of Appendix 3. <br /> <br />Historical Diversions and Water SUDDlv <br /> <br />Boyle Engineering with the assistance of Duane Helton compiled the historical diversions and water <br />supply yield for the Ft. Lyon Canal Company as a part of the Kansas vs. Colorado litigation. Their <br />summaries which were developed for the Arkansas Basin utilized four stream reaches. The Ft. Lyon <br />Canal and its irrigated land lie within Reach 3 (Pueblo Dam to John Martin Dam) and Reach 4 (John <br />Martin Dam to the Colorado-Kansas stateline) of the Boyle study area. The data is summarized for <br />the entire Ft. Lyon system. As described previously Ft. Lyon Canal Company receives water from the <br />Arkansas River, Horse Creek Reservoir, Adobe Creek Reservoir and Queen Reservoir. The average <br />annual yield of these diversions for the years 1950-1985 from the Boyle study are presented in Table <br />3.5, <br /> <br />Table 3.5 <br /> <br />Fort Lyon Canal Company Historical Diversions <br /> <br />Source <br /> <br />Average Annual Diversions <br />Acre-Feet <br />1950-1985 <br /> <br />190,991 <br /> <br />Arkansas River direct flow rights <br /> <br />Horse Creek Reservoir J) <br />Adobe Creek Reservoir J) <br />Queen Reservoir J) <br /> <br />7,573 <br />11,443 <br />1,590 <br />211,597 <br /> <br />TOTAL ALL SOURCES <br /> <br />1) Delivery to Fort Lyon Canal <br /> <br />3-7 <br />