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2 of 109 <br />Table of Contents <br />Introduction .......................................................... 3 of109 <br />Bases of this Study : ................................................... 3 of109 <br />Findings of the Colorado Cooperative Company Ditch (Highline Canal Diversion) and that <br />structures ability to provide a 50 shares or 1.50CFS flow to the Morgan Irrigated <br />Cropland Fields . ................................................ 4 of 109 <br />Summary by year-of days per month the CCC Ditch has sufficient volume to supply 1.50CFS <br />(or more) of water to three (3) 1,280ft side rolls @ 0.50CFS per side roll ..... 5 of 109 <br />2007 ..................................................:...... 5 of109 <br />2006 ......................................................... 6 of109 <br />2005 ......................................................... 6 of109 <br />2004 .................................................. ..... 6 of109 <br />2003 ......................................................... 6 of109 <br />2002 ....... ...........................:.... ............. 7 of109 <br />2001 ......................................................... 7 of109 <br />2000 ......................................................... 7 of109 <br />1998 ......................................................... 8 of109 <br />1997 ................................ ....................... 8 of109 <br />Data from Colorado Division of Water Resources ............................ 10 of 109 <br />Excel Work Sheet by Year ............................................. 46 of 109 <br />