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<br />','" <br /> <br />" ,DAI!ISIaIl OF WATER RESOURCES <br /> <br />. <br /> <br />DIVISION 2 <br /> <br />DISTRICT 17 <br /> <br />STRUCTURE NAHE: CATLIN CANAL <br />SOURCE STREAH: ARKANSAS RIVER <br /> <br />DAY <br /> <br />NOV <br /> <br />JAN <br /> <br />DEC <br /> <br />I: <br />21 <br />3: <br />41 <br />5: <br />61 <br />7: <br />81 <br />91 <br />101 <br />III <br />121 <br />131 <br />14: <br />151 <br />161 <br />171 <br />18: <br />191 <br />20: <br />211 <br />22: <br />23: <br />24: <br />251 <br />26: <br />271 <br />28: <br />291 <br />30: <br />311 <br /> <br />( 552) <br />( 1) <br /> <br />FEB <br /> <br />STATE OF COLORADO <br /> <br />ANNUAL WATER DIVERSION REPORT <br /> <br />SOtlRCE: <br />FROH <br />USE <br />TYPE <br /> <br />HAR <br /> <br />TOTAL SFD 0.00 0.00 0,00 0.00 0,00 0.00 <br />OAYS USED 0 0 0 0 0 0 <br />AVG SFD 0,00 0.00 0,00 0.00 0,00 0.00 <br />TOTAL AF 0,00 0,00 0.00 0.00 0.00 0,00 <br />ANNUAL TOTAL SFD 33.02 SFD <br />TOTAL DAYS USED 72.00 DAYS <br />ANNUAL IOTAl ACRE FEET : 65.50 AF <br /> <br />REPORT DATE: 3/06/1989 <br /> <br />. <br /> <br />OFFICE OF TNE STATE ENGINEER <br /> <br />IRRIGATION YEAR: 1987 <br />(11/01/86 . 10/31/87) <br /> <br />TRANSBASIH (IHTRHOUNTAIN) <br />lARKSPUR <br />IRRIGATION <br /> <br />APR <br /> <br />0.00 <br />o <br />0.00 <br /> <br />0.00 <br /> <br />MAY <br /> <br />(4) <br />(4618) <br />(1) <br /> <br />JUN <br /> <br />JUl <br /> <br />OCT <br /> <br />AUG <br /> <br />SEP <br /> <br /> 0,845* 0,165* : 1 <br /> 1.175* 0.210* : 2 <br /> 1.360* 0,310* : 3 <br /> 1.17S* 0.360* : 4 <br /> 0.845* 0.360* : 5 <br /> 0,770* 0.260* I 6 <br /> 0,670* 0.165* : 7 <br /> 0,620* 0.165* : 8 <br /> 0,550* 0.260* 1 9 <br /> 0,5501' 0.085* 110 <br /> 0,550* 0.085* III <br /> 0,480* 0,085* : 12 <br /> 0.420* 0,050* :13 <br /> 0.420* 0,085* 114 <br /> 0.420* 0,210* : IS <br /> 0,420* 0.165* 116 <br /> 0,360* 0.085* 117 <br /> 0,3]0* 0,050* : 18 <br /> 0,310* 0,085* 119 <br />0,185* 0,620* 0,085* 120 <br />1.175* 0.480* 0.085* 121 <br />1.175* 0,360* 0,120* i22 <br />1. 175* 0,360* 0.120* :23 <br />1. 085* 0,420* 0.420* 124 <br />1. 000* 0,550* 0.480* 125 <br />1. 000* 0,310* 0.420* 126 <br />0.920* 0.260* 0.310* :27 <br />0.845* 0,310* 0.120* 128 <br />0.845* 0.420* 0.120* 129 <br />0.845* 0.480* 0.120* 130 <br /> 0.3JO* 0.000* 131 <br /> <br />10.25 <br />11 <br />0.93 <br /> <br />17,13 <br />31 <br />0.55 <br /> <br />5.64 <br />30 <br />0.19 <br /> <br />0.00 <br />o <br />0.00 <br /> <br />0,00 <br />o <br />0.00 <br /> <br />20.33 <br /> <br />33.98 <br /> <br />11.19 <br /> <br />0.00 <br /> <br />0.00 <br /> <br />* Indicates Observed data, U Indicates User supplied data. <br />All other data is interpreted fro. previous observed value. <br /> <br />WATER COHMISSIONER <br /> <br />.._.....~--~--~~~---,~._~~-_._._.__.,--------- <br /> <br />Page 17 <br />