1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/08/06 WATER AND POWER CONTROL DIVISION TIME: 11:25:06 LOVELAND, COLORADO JANUARY 2006 EASTERN COLORADO PROJECTS DILLON RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W GAIN LAKE TOTAL VALVES SPILL TOTAL ROBERTS TOTAL CHANGE COMPUTED COLO. UNDE- D I L L O N DILLON- TO IN SPGS. PLETED PREC TEMP EVAP GREEN DAY ELEV STORAGE RIVER TUNNEL OUTFLOW STORAGE INFLOW DEP INFLOW MTN (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (IN) MAX MIN (AF) (CFS) 232695 1 9010.10 232575 90 26 116 33 298 -120 178 89 0 89 0.00 28 1 0 91 2 9010.06 232456 90 26 116 33 298 -119 179 90 0 90 0.00 44 7 0 83 3 9010.03 232367 90 26 116 33 298 -89 209 105 0 105 0.07 31 6 0 99 4 9010.00 232277 97 0 97 33 260 -90 170 85 0 85 0.06 24 -4 0 109 5 9009.97 232188 96 0 96 33 258 -89 169 85 0 85 0.00 27 -4 0 72 6 9009.96 232158 78 0 78 33 222 -30 192 96 0 96 0.00 40 6 0 90 7 9009.95 232128 77 0 77 33 220 -30 190 95 0 95 0.03 45 14 0 88 8 9009.95 232128 58 0 58 33 182 0 182 91 0 91 0.06 24 1 0 94 9 9009.94 232098 54 0 54 33 174 -30 144 72 0 72 0.00 24 -4 0 69 10 9009.95 232128 54 0 54 33 174 30 204 102 0 102 0.00 37 4 0 66 11 9009.94 232098 54 0 54 33 174 -30 144 72 0 72 0.05 43 13 0 75 12 9009.93 232069 54 0 54 33 174 -29 145 73 0 73 0.00 19 -2 0 83 13 9009.94 232098 54 0 54 33 174 29 203 102 0 102 0.00 32 -2 0 77 14 9009.94 232098 54 0 54 33 174 0 174 87 0 87 0.00 42 9 0 51 15 9009.95 232128 54 0 54 33 174 30 204 102 0 102 0.10 33 10 0 80 16 9009.95 232128 54 0 54 33 174 0 174 87 0 87 0.01 15 -9 0 74 17 9009.97 232188 54 0 54 33 174 60 234 117 0 117 0.14 26 23 0 69 18 9009.98 232218 55 0 55 33 176 30 206 103 0 103 0.22 35 17 0 97 19 9009.99 232247 54 0 54 33 174 29 203 102 0 102 0.03 22 4 0 110 20 9009.99 232247 54 0 54 33 174 0 174 87 0 87 0.00 15 -15 0 78 21 9009.98 232218 54 0 54 33 174 -29 145 73 0 73 0.00 24 -13 0 54 22 9009.97 232188 54 0 54 33 174 -30 144 72 0 72 0.00 23 -14 0 77 23 9009.97 232188 54 0 54 34 176 0 176 88 0 88 0.00 27 -10 0 64 24 9009.97 232188 54 0 54 34 176 0 176 88 0 88 0.00 33 -6 0 71 25 9009.96 232158 54 0 54 34 176 -30 146 73 0 73 0.03 33 9 0 62 26 9009.95 232128 54 0 54 34 176 -30 146 73 0 73 0.01 27 -4 0 56 27 9009.95 232128 54 1 55 34 178 0 178 89 0 89 0.01 35 -4 0 71 28 9009.95 232128 54 0 54 34 176 0 176 88 0 88 0.07 25 11 0 75 29 9009.96 232158 54 0 54 34 176 30 206 103 0 103 0.00 19 13 0 76 30 9009.95 232128 54 0 54 34 176 -30 146 73 0 73 0.00 35 13 0 79 31 9009.96 232158 54 0 54 34 176 30 206 103 0 103 0.00 34 7 0 86 TOTAL CFS 1919 79 1998 1032 2765 0 2765 2426 TOTAL AF -537 3838 158 3996 2064 6060 -537 5523 5523 0 5530 0.89 30 2 0 4852 NOTE: USE FACTOR OF 2.0 TO CONVERT CFS TO AF/DAY, 0.5 TO CONVERT AF/DAY TO CFS 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/08/06 WATER AND POWER CONTROL DIVISION TIME: 11:25:06 LOVELAND, COLORADO JANUARY 2006 EASTERN COLORADO PROJECTS GREEN MOUNTAIN RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W DEPLETIONS GREEN MOUNTAIN DOTSERO LAKE TOTAL TUR- BY- CHANGE COMPUTED COLO. UNDE- T O T A L IN DENVER PLETED PREC TEMP DAY ELEV STORAGE BINES PASS STORAGE INFLOW SPGS. INFLOW (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (IN) MAX MIN (CFS) 91117 1 7915.02 90882 325 0 325 645 -235 410 207 -27 0 180 0.00 27 10 1043 2 7914.85 90636 323 0 323 641 -246 395 199 -27 0 172 0.05 34 22 981 3 7914.70 90419 324 0 324 643 -217 426 215 -12 0 203 0.00 30 15 973 4 7914.59 90259 287 0 287 569 -160 409 206 -12 0 194 0.08 32 0 1070 5 7914.48 90100 248 0 248 492 -159 333 168 -12 0 156 0.00 23 -2 1158 6 7914.37 89941 248 0 248 492 -159 333 168 18 0 186 0.00 22 -2 1041 7 7914.26 89781 246 0 246 488 -160 328 165 18 0 183 0.00 34 23 1018 8 7914.13 89593 247 0 247 490 -188 302 152 33 0 185 0.00 27 6 1084 9 7913.96 89348 246 0 246 488 -245 243 123 18 0 141 0.00 24 0 1073 10 7913.79 89104 243 0 243 482 -244 238 120 48 0 168 0.00 22 0 980 11 7913.63 88876 244 0 244 484 -228 256 129 18 0 147 0.00 32 15 900 12 7913.48 88661 245 0 245 486 -215 271 137 19 0 156 0.00 21 -4 1026 13 7913.32 88432 246 0 246 488 -229 259 131 48 0 179 0.00 22 -3 957 14 7913.12 88146 249 0 249 494 -286 208 105 33 0 138 0.00 24 4 864 15 7912.96 87917 249 0 249 494 -229 265 134 48 0 182 0.00 32 8 1001 16 7912.79 87677 249 0 249 494 -240 254 128 33 0 161 0.18 20 -7 1029 17 7912.61 87422 251 0 251 498 -255 243 123 63 0 186 0.00 28 3 936 18 7912.47 87224 252 0 252 500 -198 302 152 48 0 200 0.77 34 16 1027 19 7912.35 87054 250 0 250 496 -170 326 164 48 0 212 0.00 23 2 1110 20 7912.19 86828 246 0 246 488 -226 262 132 33 0 165 0.00 20 -12 1018 21 7912.00 86559 244 0 244 484 -269 215 108 19 0 127 0.00 7 -14 886 22 7911.84 86335 244 0 244 484 -224 260 131 18 0 149 0.00 12 -21 781 23 7911.66 86083 245 0 245 486 -252 234 118 34 0 152 0.00 10 -20 731 24 7911.49 85846 244 0 244 484 -237 247 125 34 0 159 0.00 11 -20 635 25 7911.31 85594 243 0 243 482 -252 230 116 19 0 135 0.04 12 -20 809 26 7911.12 85328 244 0 244 484 -266 218 110 19 0 129 0.00 32 1 980 27 7910.95 85091 245 0 245 486 -237 249 126 34 0 160 0.00 20 5 1003 28 7910.78 84856 247 0 247 490 -235 255 129 34 0 163 0.00 20 4 1049 29 7910.61 84621 248 0 248 492 -235 257 130 49 0 179 0.04 22 12 1069 30 7910.45 84399 245 0 245 486 -222 264 133 19 0 152 0.00 34 12 1064 31 7910.30 84192 244 0 244 484 -207 277 140 49 0 189 0.03 35 5 1072 TOTAL CFS 7911 0 7911 4424 764 0 5188 30368 TOTAL AF -6925 15694 0 15694 15694 -6925 8769 8775 1512 0 10289 1.19 24 1 60234 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/08/06 WATER AND POWER CONTROL DIVISION TIME: 11:25:06 LOVELAND, COLORADO JANUARY 2006 EASTERN COLORADO PROJECTS WILLOW CREEK RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W CHANGE LAKE TOTAL TO TO MC- BUNTE SEEP- CANAL TOTAL OUTFLOW IN COMPUTED INFLOW ELEV STORAGE RIVER QUEARY HIGHLINE AGE1/ PRIMING PUMPED STORAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) 7924 1 8120.19 7941 7 0 0 1 0 0 8 16 17 33 17 2 8120.25 7955 7 0 0 0 0 0 7 14 14 28 14 3 8120.32 7971 7 0 0 0 0 0 7 14 16 30 15 4 8120.39 7987 7 0 0 0 0 0 7 14 16 30 15 5 8120.45 8002 7 0 0 0 0 0 7 14 15 29 15 6 8120.52 8018 7 0 0 1 0 0 8 16 16 32 16 7 8120.57 8030 7 0 0 0 0 0 7 14 12 26 13 8 8120.63 8044 7 0 0 0 0 0 7 14 14 28 14 9 8120.68 8056 7 0 0 0 0 0 7 14 12 26 13 10 8120.72 8065 7 0 0 0 0 0 7 14 9 23 12 11 8120.77 8077 7 0 0 1 0 0 8 16 12 28 14 12 8120.82 8089 7 0 0 0 0 0 7 14 12 26 13 13 8120.87 8101 7 0 0 0 0 0 7 14 12 26 13 14 8120.92 8113 7 0 0 0 0 0 7 14 12 26 13 15 8120.97 8125 7 0 0 0 0 0 7 14 12 26 13 16 8121.02 8137 7 0 0 1 0 0 8 16 12 28 14 17 8121.06 8146 7 0 0 0 0 0 7 14 9 23 12 18 8121.11 8158 7 0 0 0 0 0 7 14 12 26 13 19 8121.17 8172 7 0 0 0 0 0 7 14 14 28 14 20 8121.22 8184 7 0 0 0 0 0 7 14 12 26 13 21 8121.27 8196 7 0 0 1 0 0 8 16 12 28 14 22 8121.32 8208 7 0 0 0 0 0 7 14 12 26 13 23 8121.36 8218 7 0 0 0 0 0 7 14 10 24 12 24 8121.39 8225 7 0 0 0 0 0 7 14 7 21 11 25 8121.43 8235 7 0 0 0 0 0 7 14 10 24 12 26 8121.47 8245 7 0 0 1 0 0 8 16 10 26 13 27 8121.52 8257 7 0 0 0 0 0 7 14 12 26 13 28 8121.56 8266 7 0 0 0 0 0 7 14 9 23 12 29 8121.60 8276 7 0 0 0 0 0 7 14 10 24 12 30 8121.65 8288 7 0 0 0 0 0 7 14 12 26 13 31 8121.70 8300 7 0 0 1 0 0 8 16 12 28 14 TOTAL CFS 217 0 0 7 0 0 224 415 TOTAL AF 376 434 0 0 14 0 0 448 448 376 824 824 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1/ INCLUDES PUMP CANAL WASTE 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/08/06 WATER AND POWER CONTROL DIVISION TIME: 11:25:06 LOVELAND, COLORADO JANUARY 2006 EASTERN COLORADO PROJECTS WINDY GAP PROJECT DAILY FLOWS COLO R. FRASER R. PUMPED FROM COLO R. PRECIP ABOVE AT CONFLU. WINDY GAP BELOW AT W.GAP FRASER RESERVOIR W.GAP RESER. RESERVOIR DAY (CFS) (CFS) (CFS) (AF) (CFS) (IN) 1 0 0 0 0 0 0.00 2 0 0 0 0 0 0.00 3 0 0 0 0 0 0.00 4 0 0 0 0 0 0.00 5 0 0 0 0 0 0.00 6 0 0 0 0 0 0.00 7 0 0 0 0 0 0.00 8 0 0 0 0 0 0.00 9 0 0 0 0 0 0.00 10 0 0 0 0 0 0.00 11 0 0 0 0 0 0.00 12 0 0 0 0 0 0.00 13 0 0 0 0 0 0.00 14 0 0 0 0 0 0.00 15 0 0 0 0 0 0.00 16 0 0 0 0 0 0.00 17 0 0 0 0 0 0.00 18 0 0 0 0 0 0.00 19 0 0 0 0 0 0.00 20 0 0 0 0 0 0.00 21 0 0 0 0 0 0.00 22 0 0 0 0 0 0.00 23 0 0 0 0 0 0.00 24 0 0 0 0 0 0.00 25 0 0 0 0 0 0.00 26 0 0 0 0 0 0.00 27 0 0 0 0 0 0.00 28 0 0 0 0 0 0.00 29 0 0 0 0 0 0.00 30 0 0 0 0 0 0.00 31 0 0 0 0 0 0.00 TOTAL CFS 0 0 0 0 TOTAL AF 0 0 0 0 0 0.00 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/08/06 WATER AND POWER CONTROL DIVISION TIME: 11:25:06 LOVELAND, COLORADO JANUARY 2006 EASTERN COLORADO PROJECTS GRAND LAKE - SHADOW MOUNTAIN RESERVOIRS - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W ELEVATION ADAMS CHANGE PUMPED TO G R A N D L A K E GRAND SHADOW TOTAL TUNNEL BY TOTAL OUTFLOW IN TOTAL FROM GL. - SM. P R E C TEMP DAY LAKE MTN STORAGE E.P.1 PASS STORAGE GRANBY 6SSW 1NW 6SSW (FEET) (FEET) (AF) (CFS) (CFS) (CFS) (AF) (AF) (AF) (AF) (AF) (CFS) (IN) (IN) MAX MIN 17830 1 8366.56 8366.71 17759 509 45 554 1099 -71 1028 1053 -25 -13 0.00 0.10 39 25 2 8366.57 8366.74 17804 502 45 547 1085 45 1130 1002 128 65 0.00 0.00 35 4 3 8366.54 8366.71 17749 488 32 520 1031 -55 976 944 32 16 0.00 0.12 35 13 4 8366.56 8366.70 17746 489 20 509 1010 -3 1007 984 23 12 0.02 0.11 29 16 5 8366.52 8366.70 17726 510 20 530 1051 -20 1031 1029 2 1 0.00 0.04 25 6 6 8366.52 8366.69 17712 558 20 578 1146 -14 1132 1061 71 36 0.00 0.00 26 -9 7 8366.56 8366.71 17759 549 20 569 1129 47 1176 1206 -30 -15 0.00 0.00 42 -4 8 8366.56 8366.71 17759 555 20 575 1140 0 1140 1115 25 13 0.05 0.16 37 19 9 8366.54 8366.73 17775 552 20 572 1135 16 1151 1140 11 6 0.01 0.03 25 5 10 8366.54 8366.72 17762 557 20 577 1144 -13 1131 1142 -11 -6 0.00 0.00 21 -10 11 8366.55 8366.73 17780 560 20 580 1150 18 1168 1172 -4 -2 0.00 0.00 33 -9 12 8366.53 8366.73 17770 553 20 573 1137 -10 1127 1140 -13 -7 0.02 0.03 32 15 13 8366.53 8366.73 17770 558 20 578 1146 0 1146 1123 23 12 0.00 0.00 23 -9 14 8366.53 8366.71 17744 554 20 574 1139 -26 1113 1123 -10 -5 0.00 0.00 27 -6 15 8366.54 8366.70 17736 551 20 571 1133 -8 1125 1139 -14 -7 0.00 0.00 32 2 16 8366.52 8366.70 17726 551 20 571 1133 -10 1123 1107 16 8 0.06 0.21 26 1 17 8366.54 8366.71 17749 562 20 582 1154 23 1177 1166 11 6 0.01 0.04 19 -16 18 8366.59 8366.76 17840 556 20 576 1142 91 1233 1186 47 24 0.03 0.14 35 12 19 8366.50 8366.69 17702 552 20 572 1135 -138 997 908 89 45 0.18 0.25 29 17 20 8366.56 8366.73 17785 557 20 577 1144 83 1227 1140 87 44 0.00 0.04 20 -4 21 8366.53 8366.71 17744 556 20 576 1142 -41 1101 1047 54 27 0.00 0.00 20 -23 22 8366.52 8366.71 17739 558 20 578 1146 -5 1141 1047 94 47 0.01 0.01 17 -6 23 8366.51 8366.70 17721 562 20 582 1154 -18 1136 1142 -6 -3 0.00 0.00 18 -23 24 8366.51 8366.67 17681 546 20 566 1123 -40 1083 1055 28 14 0.00 0.00 17 -20 25 8366.55 8366.71 17754 552 20 572 1135 73 1208 1178 30 15 0.00 0.00 21 -17 26 8366.50 8366.69 17702 550 20 570 1131 -52 1079 1043 36 18 0.05 0.02 29 -7 27 8366.53 8366.71 17744 549 20 569 1129 42 1171 1135 36 18 0.01 0.01 24 -7 28 8366.53 8366.71 17744 553 20 573 1137 0 1137 1057 80 40 0.00 0.06 22 -8 29 8366.54 8366.70 17736 551 20 571 1133 -8 1125 1101 24 12 0.05 0.07 23 13 30 8366.53 8366.71 17744 552 20 572 1135 8 1143 1103 40 20 0.00 0.03 28 15 31 8366.55 8366.72 17767 549 20 569 1129 23 1152 1089 63 32 0.01 0.07 39 11 TOTAL CFS 16901 682 17583 473 27 0 TOTAL AF -63 33522.6 1361 34877 34877 -63 34814 33877 937 940 0.51 1.54 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 WATER DIVERTED FROM WEST SLOPE THRU ADAMS TUNNEL 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/08/06 WATER AND POWER CONTROL DIVISION TIME: 11:25:06 LOVELAND, COLORADO JANUARY 2006 EASTERN COLORADO PROJECTS GRANBY RESERVOIR - COMPUTATION OF DAILY INFLOWS O U T F L O W C O M P U T E D I N F L O W CHANGE NATURAL LAKE TOTAL PUMPED SPILL SEEP TOTAL OUTFLOW IN TOTAL INFLOW FROM FROM FROM TO INFLOW YMCA ELEV STORAGE TO SM VALVES WAY AGE STORAGE SM W.CR W.GAP GRANBY GR-GL-SM GAGE DAY (FEET) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (AF) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) 408015 1 8260.54 407129 531 20 0 6.0 557 1105 -886 219 110 45 0 0 65 52 0 2 8260.39 406181 505 20 0 6.0 531 1053 -948 105 53 45 0 0 8 73 0 3 8260.26 405360 476 20 0 6.0 502 996 -821 175 88 32 0 0 56 72 0 4 8260.13 404540 496 20 0 6.0 522 1035 -820 215 108 20 0 0 88 100 0 5 8259.98 403595 519 20 0 6.0 545 1081 -945 136 69 20 0 0 49 50 0 6 8259.82 402588 535 20 0 6.0 561 1113 -1007 106 53 20 0 0 33 69 0 7 8259.64 401456 608 20 0 6.0 634 1258 -1132 126 64 20 0 0 44 29 0 8 8259.49 400514 562 20 0 6.0 588 1166 -942 224 113 20 0 0 93 106 0 9 8259.33 399511 575 20 0 6.0 601 1192 -1003 189 95 20 0 0 75 81 0 10 8259.16 398446 576 20 0 6.0 602 1194 -1065 129 65 20 0 0 45 39 0 11 8259.00 397445 591 20 0 6.0 617 1224 -1001 223 112 20 0 0 92 90 0 12 8258.84 396446 575 20 0 6.0 601 1192 -999 193 97 20 0 0 77 70 0 13 8258.67 395385 566 20 0 6.0 592 1174 -1061 113 57 20 0 0 37 49 0 14 8258.51 394388 566 20 0 6.0 592 1174 -997 177 89 20 0 0 69 64 0 15 8258.35 393392 574 20 0 6.0 600 1190 -996 194 98 20 0 0 78 71 0 16 8258.19 392397 558 20 0 6.0 584 1158 -995 163 82 20 0 0 62 70 0 17 8258.02 391342 588 20 0 6.0 614 1218 -1055 163 82 20 0 0 62 68 0 18 8257.86 390350 598 20 0 6.0 624 1238 -992 246 124 20 0 0 104 128 0 19 8257.73 389545 458 20 0 6.0 484 960 -805 155 78 20 0 0 58 103 0 20 8257.55 388431 575 20 0 6.0 601 1192 -1114 78 39 20 0 0 19 63 0 21 8257.39 387443 528 20 0 6.0 554 1099 -988 111 56 20 0 0 36 63 0 22 8257.22 386394 528 20 0 6.0 554 1099 -1049 50 25 20 0 0 5 52 0 23 8257.05 385346 576 20 0 6.0 602 1194 -1048 146 74 20 0 0 54 51 0 24 8256.89 384362 532 20 0 6.0 558 1107 -984 123 62 20 0 0 42 56 0 25 8256.72 383317 594 20 0 6.0 620 1230 -1045 185 93 20 0 0 73 88 0 26 8256.56 382335 526 20 0 6.0 552 1095 -982 113 57 20 0 0 37 55 0 27 8256.39 381293 572 20 0 6.0 598 1186 -1042 144 73 20 0 0 53 71 0 28 8256.23 380313 533 20 0 6.0 559 1109 -980 129 65 20 0 0 45 85 0 29 8256.06 379274 555 20 0 6.0 581 1152 -1039 113 57 20 0 0 37 49 0 30 8255.89 378236 556 20 0 6.0 582 1154 -1038 116 58 20 0 0 38 58 0 31 8255.72 377199 549 20 0 6.0 575 1140 -1037 103 52 20 0 0 32 64 0 TOTAL CFS 17081 620 0 186.0 17887 2348 682 0 0 1666 2139 0 TOTAL AF -30816 33877 1240 0 368.9 35478 35478 -30816 4662 4662 1361 0 0 3301 4244 0 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/08/06 WATER AND POWER CONTROL DIVISION TIME: 11:25:06 LOVELAND, COLORADO JANUARY 2006 EASTERN COLORADO PROJECTS MARYS AND ESTES WATER REGULATION BIG THOMPSON RIVER S T O R A G E LAKE E S T E S ELVATION TOTAL ESTES B Y P A S S CHANGE WIND O L Y M P U S COM- P A R K IN ADAMS RIVER PUTED MARYS ESTES MARYS LAKE MARYS LAKE STOR- TUNNEL DIVER- T U N N E L NATIVE BELOW SKIM POWER POWER PREC TEMP LAKE ESTES LAKE ESTES AGE 1 SION INFLOW PLANT PLANT DAY (FT) (FT) (AF) (AF) (AF) (AF) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (CFS) (AF) (AF) (IN) (MAX) (MIN) +8000. +7400. 610 2694 1 32.56 72.85 636 2687 19 1009.6 509.0 0.00 989.8 499.0 23.0 24.0 0 0 0 0.00 42 31 2 33.94 72.54 688 2634 -1 995.7 502.0 0.00 987.8 498.0 20.0 25.0 0 0 0 0.00 46 33 3 33.74 72.44 680 2618 -24 967.9 488.0 0.00 985.8 497.0 24.0 27.0 0 0 0 0.04 43 29 4 32.14 72.69 620 2660 -18 969.9 489.0 0.00 983.8 496.0 24.0 26.0 0 0 0 0.00 38 26 5 30.69 72.63 568 2650 -62 1011.6 510.0 0.00 1061.2 535.0 20.0 26.0 0 0 0 0.00 41 25 6 28.66 73.17 498 2742 22 1106.8 558.0 0.00 1075.0 542.0 21.0 26.0 0 0 0 0.00 52 40 7 27.07 73.46 446 2792 -2 1088.9 549.0 0.00 1088.9 549.0 24.0 25.0 0 0 0 0.00 52 36 8 25.37 73.74 394 2841 -3 1100.8 555.0 0.00 1090.9 550.0 18.0 25.0 0 0 0 0.00 36 23 9 27.15 73.43 449 2787 1 1094.9 552.0 0.00 1090.9 550.0 23.0 25.0 0 0 0 0.00 34 11 10 31.72 72.49 605 2626 -5 1104.8 557.0 0.00 1085.0 547.0 12.0 25.0 0 0 0 0.00 45 30 11 33.33 72.17 664 2572 5 1110.7 560.0 0.00 1079.0 544.0 11.0 25.0 0 0 0 0.00 44 38 12 31.39 72.62 593 2648 5 1096.9 553.0 0.00 1090.9 550.0 24.0 25.0 0 0 0 0.00 36 23 13 30.67 72.76 567 2672 -2 1106.8 558.0 0.00 1088.9 549.0 15.0 25.0 0 0 0 0.00 48 21 14 32.09 72.52 618 2631 10 1098.8 554.0 0.00 1081.0 545.0 21.0 25.0 0 0 0 0.00 54 24 15 31.85 72.55 610 2636 -3 1092.9 551.0 0.00 1088.9 549.0 21.0 25.0 0 0 0 0.00 42 27 16 33.28 72.14 663 2567 -16 1092.9 551.0 0.00 1094.9 552.0 18.0 25.0 0 0 0 0.00 28 19 17 32.01 72.50 615 2628 13 1114.7 562.0 0.00 1079.0 544.0 13.0 25.0 0 0 0 0.00 37 20 18 32.05 72.44 617 2618 -8 1102.8 556.0 0.00 1088.9 549.0 16.0 27.0 0 0 0 0.00 42 27 19 32.77 72.30 644 2594 3 1094.9 552.0 0.00 1083.0 546.0 22.0 27.0 0 0 0 0.16 26 13 20 33.14 72.19 657 2576 -5 1104.8 557.0 0.00 1086.9 548.0 16.0 28.0 0 0 0 0.00 25 0 21 32.85 72.24 646 2584 -3 1102.8 556.0 0.00 1086.9 548.0 18.0 28.0 0 0 0 0.00 32 14 22 33.35 72.09 665 2559 -6 1106.8 558.0 0.00 1088.9 549.0 16.0 28.0 0 36 0 0.00 31 4 23 32.77 72.22 644 2581 1 1114.7 562.0 0.00 1086.9 548.0 13.0 27.0 0 0 0 0.00 38 23 24 31.09 72.43 582 2616 -27 1083.0 546.0 0.00 1088.9 549.0 15.0 26.0 0 0 0 0.00 55 11 25 31.16 72.35 585 2602 -11 1094.9 552.0 0.00 1092.9 551.0 18.0 25.0 0 0 0 0.00 54 6 26 30.50 72.44 561 2618 -8 1090.9 550.0 0.00 1088.9 549.0 20.0 25.0 0 0 0 0.00 36 17 27 30.39 72.40 557 2611 -11 1088.9 549.0 0.00 1085.0 547.0 17.0 25.0 0 0 0 0.00 40 26 28 29.46 72.56 525 2638 -5 1096.9 553.0 0.00 1086.9 548.0 17.0 25.0 0 0 0 0.00 32 20 29 29.56 72.48 528 2624 -11 1092.9 551.0 0.00 1090.9 550.0 18.0 25.0 0 0 0 0.00 29 24 30 29.73 72.38 534 2607 -11 1094.9 552.0 0.00 1086.9 548.0 15.0 25.0 0 27 0 0.00 43 26 31 29.46 72.36 525 2604 -12 1088.9 549.0 0.00 1088.9 549.0 19.0 25.0 0 0 0 0.00 43 31 TOTAL CFS 16901.0 16775.0 572.0 795.0 0 TOTAL AF -85 -90 -175 0.00 1135. 1577. 0 63 0 0.20 40 23 33522.6 33272.7 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/08/06 WATER AND POWER CONTROL DIVISION TIME: 11:25:06 LOVELAND, COLORADO JANUARY 2006 EASTERN COLORADO PROJECTS MARYS LAKE & LAKE ESTES INFLOW/OUTFLOW REGULATION G A U G E D F L O W ESTES & LAKE BIG BIG MARYS ESTES THOMP- THOMP- TOTAL COM- SON SON CHANGE PUTED ADAMS WIND FISH RIVER T O T A L OLYMPUS RIVER T O T A L IN NATIVE TUNNEL RIVER CREEK ABOVE I N F L O W TUNNEL BELOW O U T F L O W STORAGE INFLOW 1 2 DAY (CFS) (CFS) (CFS) (CFS) (CFS) (AF) (CFS) (CFS) (CFS) (AF) (AF) (CFS) 1 509.0 0.0 0.0 10.0 532.0 1055 499.0 24.0 523.0 1037 19 23.0 2 502.0 0.0 0.0 10.0 522.0 1035 498.0 25.0 523.0 1037 -1 20.0 3 488.0 0.0 0.0 10.0 512.0 1016 497.0 27.0 524.0 1039 -24 24.0 4 489.0 0.0 0.0 10.0 513.0 1018 496.0 26.0 522.0 1035 -18 24.0 5 510.0 0.0 0.0 10.0 530.0 1051 535.0 26.0 561.0 1113 -62 20.0 6 558.0 0.0 0.0 10.0 579.0 1148 542.0 26.0 568.0 1127 22 21.0 7 549.0 0.0 0.0 10.0 573.0 1137 549.0 25.0 574.0 1139 -2 24.0 8 555.0 0.0 0.0 10.0 573.0 1137 550.0 25.0 575.0 1140 -3 18.0 9 552.0 0.0 0.0 10.0 575.0 1140 550.0 25.0 575.0 1140 1 23.0 10 557.0 0.0 0.0 10.0 569.0 1129 547.0 25.0 572.0 1135 -5 12.0 11 560.0 0.0 0.0 10.0 571.0 1133 544.0 25.0 569.0 1129 5 11.0 12 553.0 0.0 0.0 10.0 577.0 1144 550.0 25.0 575.0 1140 5 24.0 13 558.0 0.0 0.0 10.0 573.0 1137 549.0 25.0 574.0 1139 -2 15.0 14 554.0 0.0 0.0 10.0 575.0 1140 545.0 25.0 570.0 1131 10 21.0 15 551.0 0.0 0.0 10.0 572.0 1135 549.0 25.0 574.0 1139 -3 21.0 16 551.0 0.0 0.0 10.0 569.0 1129 552.0 25.0 577.0 1144 -16 18.0 17 562.0 0.0 0.0 10.0 575.0 1140 544.0 25.0 569.0 1129 13 13.0 18 556.0 0.0 0.0 10.0 572.0 1135 549.0 27.0 576.0 1142 -8 16.0 19 552.0 0.0 0.0 10.0 574.0 1139 546.0 27.0 573.0 1137 3 22.0 20 557.0 0.0 0.0 10.0 573.0 1137 548.0 28.0 576.0 1142 -5 16.0 21 556.0 0.0 0.0 10.0 574.0 1139 548.0 28.0 576.0 1142 -3 18.0 22 558.0 0.0 0.0 10.0 574.0 1139 549.0 28.0 577.0 1144 -6 16.0 23 562.0 0.0 0.0 10.0 575.0 1140 548.0 27.0 575.0 1140 1 13.0 24 546.0 0.0 0.0 10.0 561.0 1113 549.0 26.0 575.0 1140 -27 15.0 25 552.0 0.0 0.0 10.0 570.0 1131 551.0 25.0 576.0 1142 -11 18.0 26 550.0 0.0 0.0 10.0 570.0 1131 549.0 25.0 574.0 1139 -8 20.0 27 549.0 0.0 0.0 10.0 566.0 1123 547.0 25.0 572.0 1135 -11 17.0 28 553.0 0.0 0.0 10.0 570.0 1131 548.0 25.0 573.0 1137 -5 17.0 29 551.0 0.0 0.0 10.0 569.0 1129 550.0 25.0 575.0 1140 -11 18.0 30 552.0 0.0 0.0 10.0 567.0 1125 548.0 25.0 573.0 1137 -11 15.0 31 549.0 0.0 0.0 10.0 568.0 1127 549.0 25.0 574.0 1139 -12 19.0 TOTAL CFS 16901.0 0.0 310.0 17473.0 16775.0 795.0 17570.0 572.0 AF 33522.6 0.0 0.0 614.9 34657.2 34663 33272.7 1576.9 34849.6 34849 -175 1134.5 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY; 1.900825 AND .526087 FOR 23 HR/DAY 1 EAST PORTAL ADAMS TUNNEL MINUS WIND RIVER 2 LAKE ESTES COMPUTED NATIVE INFLOW PLUS ADAMS TUNNEL 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/08/06 WATER AND POWER CONTROL DIVISION TIME: 11:25:06 LOVELAND, COLORADO JANUARY 2006 EASTERN COLORADO PROJECTS FOOTHILLS WATER REGULATION PINEWOOD F L A T I R O N CARTER LAKE HORSETOOTH BY- AVG PASS ELEV STORAGE ELEV STORAGE FLATIRON PUMP FLATIRON # 3 GEN. ELEV ELEV STORAGE ELEV STORAGE POLE (FT) (AF) (FT) (FT) HILL +6500. +5400. (AF) MWH KWH/AF (AF) AVG. MWH KWH/AF (AF) AVG. +5400. (FT) (AF) (FT) (AF) (AF) DAY CFS CFS 1864 567 37320 73458 1 76.2 1829 68.7 576 224.0 272.3 822.6 414.7 0.0 171.1 0.0 0.0 66.4 5682.94 38065 5381.11 73513 992 2 75.7 1785 68.5 567 226.0 273.2 827.2 417.0 0.0 172.0 0.0 0.0 67.1 5683.90 38817 5381.27 73734 990 3 75.1 1734 68.3 559 224.0 274.1 817.3 412.1 0.0 172.9 0.0 0.0 65.7 5684.80 39527 5381.39 73900 989 4 74.0 1642 69.1 593 225.0 274.9 818.4 412.6 0.0 173.7 0.0 0.0 65.4 5685.69 40230 5381.53 74094 986 5 73.8 1625 69.3 601 223.0 275.7 808.8 407.8 0.0 174.5 0.0 0.0 66.6 5686.51 40886 5381.70 74330 946 6 73.5 1601 69.5 610 225.0 276.5 813.8 410.3 0.0 175.3 0.0 0.0 67.1 5687.32 41538 5381.86 74553 748 7 73.0 1562 70.0 632 224.0 277.5 807.3 407.0 0.0 176.2 0.0 0.0 67.4 5688.32 42348 5382.00 74748 0 8 73.4 1593 69.3 601 225.0 278.2 808.9 407.8 0.0 176.9 0.0 0.0 67.3 5689.03 42926 5382.13 74929 0 9 73.2 1578 69.6 614 225.0 279.0 806.4 406.6 0.0 177.7 0.0 0.0 67.5 5689.88 43622 5382.35 75236 0 10 73.3 1585 69.3 601 224.0 279.8 800.5 403.6 0.0 178.5 0.0 0.0 67.5 5690.69 44288 5382.52 75474 0 11 73.3 1585 69.0 588 224.0 280.7 797.9 402.3 0.0 179.3 0.0 0.0 67.9 5691.61 45050 5382.68 75698 0 12 73.6 1609 68.4 563 222.0 281.5 788.6 397.6 0.0 180.1 0.0 0.0 67.5 5692.40 45707 5382.86 75951 34 13 72.7 1538 70.3 645 224.0 282.3 793.4 400.0 0.0 180.8 0.0 0.0 66.4 5693.19 46368 5383.06 76232 0 14 72.9 1554 70.1 636 222.0 283.2 783.9 395.2 0.0 181.6 0.0 0.0 66.5 5694.06 47099 5383.20 76429 0 15 72.9 1554 70.1 636 224.0 284.0 788.8 397.7 0.0 182.3 0.0 0.0 67.3 5694.81 47733 5383.39 76697 0 16 73.0 1562 70.5 654 224.0 284.8 786.4 396.5 0.0 183.1 0.0 0.0 67.9 5695.62 48421 5383.57 76951 0 17 73.2 1578 69.6 614 222.0 285.6 777.3 391.9 0.0 183.7 0.0 0.0 67.3 5696.37 49061 5383.77 77234 0 18 73.3 1585 69.0 588 223.0 286.5 778.5 392.5 0.0 184.5 0.0 0.0 66.8 5697.18 49756 5383.98 77531 0 19 72.8 1546 69.4 606 223.0 287.2 776.5 391.5 0.0 185.1 0.0 0.0 67.3 5697.88 50359 5384.20 77844 0 20 72.4 1515 69.9 627 222.0 288.2 770.4 388.4 0.0 185.9 0.0 0.0 67.9 5698.79 51147 5384.39 78114 0 21 72.1 1493 70.2 640 223.0 288.8 772.0 389.2 0.0 186.5 0.0 0.0 67.4 5699.44 51712 5384.64 78470 0 22 72.1 1493 69.9 627 222.0 289.7 766.3 386.3 0.0 187.3 0.0 0.0 67.8 5700.25 52420 5384.85 78770 0 23 72.0 1485 70.0 632 223.0 290.5 767.8 387.1 0.0 187.9 0.0 0.0 68.4 5700.93 53018 5385.10 79128 0 24 73.1 1570 68.2 555 222.0 291.4 762.0 384.2 0.0 188.6 0.0 0.0 67.9 5701.76 53750 5385.23 79315 0 25 73.0 1562 69.2 597 222.0 292.1 760.0 383.2 0.0 189.2 0.0 0.0 66.0 5702.46 54370 5385.41 79573 0 26 73.7 1617 68.4 563 221.0 292.9 754.6 380.4 0.0 189.8 0.0 0.0 66.7 5703.16 54993 5385.60 79846 0 27 73.7 1617 69.2 597 221.0 293.6 752.7 379.5 0.0 190.4 0.0 0.0 65.7 5703.82 55583 5385.76 80077 0 28 74.0 1642 68.9 584 222.0 294.4 754.1 380.2 0.0 191.0 0.0 0.0 66.0 5704.51 56202 5386.03 80466 0 29 74.6 1691 68.3 559 221.0 295.3 748.4 377.3 0.0 191.7 0.0 0.0 65.7 5705.33 56941 5386.16 80654 0 30 74.8 1708 68.0 546 221.0 296.0 746.6 376.4 0.0 192.3 0.0 0.0 66.0 5705.96 57511 5386.36 80944 0 31 74.2 1658 69.0 588 222.0 296.7 748.1 377.2 0.0 192.8 0.0 0.0 67.9 5706.62 58111 5386.58 81263 0 TOTAL CFS 12254.1 TOTAL AF -206 21 6915.0 24305.524305.5 0.0 0.0 0.0 20791 7805 5685 NOTE: USE FACTOR OF 1.98347 TO CONVERT CFS TO AF/DAY, 0.50417 TO CONVERT AF/DAY TO CFS FACTORS=2.066116 AND.483988 FOR 25 HR/DAY 1.900825 AND .526087 FOR 23 HR/DAY 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/08/06 WATER AND POWER CONTROL DIVISION TIME: 11:25:06 LOVELAND, COLORADO JANUARY 2006 EASTERN COLORADO PROJECTS LOVELAND WASTE- WINDY SURPLUS DECREE SKIM TOTAL WAY INFLOW WIND WINDY GAP WATER WATER WATER DILLE TO B. T. TO GAP OPEN THRU THRU THRU B. T. POWER HORSE- DAY RIVER METERS FLOW DILLE DILLE DILLE TUNNEL RIVER PLANT TOOTH 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 103.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 113.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 128.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 126.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 126.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 153.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 154.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 155.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 154.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 154.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 155.00 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 155.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 155.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 154.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 155.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 155.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 168.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 176.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 173.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 172.00 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 171.00 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 172.00 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 171.00 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 165.00 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 162.00 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 161.00 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 161.00 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 168.00 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 171.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 172.00 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 180.00 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4838.00 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9596.03 ADJUSTMENT AF 9.60 TOTAL FLOW OR DELIVERY AF 9586.43 METERED DELIVERY AF 1325.70 NOTE: AVERAGE DAILY CFS UNLESS NOTED OTHERWISE * TOTAL FLOW INCLUDES NON-CHARGE WATER 1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 02/08/06 WATER AND POWER CONTROL DIVISION TIME: 11:25:06 LOVELAND, COLORADO JANUARY 2006 EASTERN COLORADO PROJECTS WATER ORDERS - NORTHERN COLORADO WATER CONSERVANCY DISTRICT & MUNICIPAL SUBDISTRICT ST. HANSEN CUMULATIVE VRAIN BIG FEEDER HANSEN DIXON DAILY SEASON ABOVE SUPPLY THOMPSON CANAL SUPPLY FEEDER TOTAL TOTAL DAY FLATIRON CANAL RIVER TURNOUTS CANAL CANAL ORDERS (AF) 5108.90 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 TOTAL CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5108.90 METERED DELIVERY AF 2.50 1460.50 9.60 0.00 1208.00 2680.60 7789.50 TOTAL FLOW OR DELIVERY AF * 2.50 1460.50 0.00 9.60 0.00 1208.00 2680.60 7789.50 NON-CHARGE DELIVERY AF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 METERED DELIVERY AF 1 CBT PROJECT JANUARY 2006 PREC. AND EVAP. SUMMARY SHADOW MTN. ESTES POLE CARTER DILLON GREEN MOUNTAIN WILLOW CR. GL6SSW GL1NW GRANBY GRAND LAKE PARK HILL FLATIRON LAKE HORSETOOTH PREC. PREC. EVAP. EVAP. PREC. PREC. EVAP. EVAP. PREC. PREC. PREC. EVAP. PREC. EVAP. (IN) (IN) (AF) (AF) (IN) (IN) (AF) (AF) (IN) (IN) (IN) (AF) (IN) (AF) 1 0.00 0.00 0. 0. 0.00 0.10 0. 0. 0.00 0.00 0.00 0. 0.00 0. 2 0.00 0.05 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 3 0.07 0.00 0. 0. 0.00 0.12 0. 0. 0.04 0.01 0.00 0. 0.04 0. 4 0.06 0.08 0. 0. 0.02 0.11 0. 0. 0.00 0.00 0.00 0. 0.00 0. 5 0.00 0.00 0. 0. 0.00 0.04 0. 0. 0.00 0.00 0.00 0. 0.00 0. 6 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 7 0.03 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 8 0.06 0.00 0. 0. 0.05 0.16 0. 0. 0.00 0.00 0.00 0. 0.00 0. 9 0.00 0.00 0. 0. 0.01 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 10 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 11 0.05 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 12 0.00 0.00 0. 0. 0.02 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 13 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 14 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 15 0.10 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 16 0.01 0.18 0. 0. 0.06 0.21 0. 0. 0.00 0.00 0.00 0. 0.00 0. 17 0.14 0.00 0. 0. 0.01 0.04 0. 0. 0.00 0.00 0.00 0. 0.00 0. 18 0.22 0.77 0. 0. 0.03 0.14 0. 0. 0.00 0.00 0.00 0. 0.00 0. 19 0.03 0.00 0. 0. 0.18 0.25 0. 0. 0.16 0.00 0.11 0. 0.06 0. 20 0.00 0.00 0. 0. 0.00 0.04 0. 0. 0.00 0.00 0.00 0. 0.00 0. 21 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 22 0.00 0.00 0. 0. 0.01 0.01 0. 0. 0.00 0.00 0.00 0. 0.00 0. 23 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.09 0.00 0. 0.00 0. 24 0.00 0.00 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 25 0.03 0.04 0. 0. 0.00 0.00 0. 0. 0.00 0.00 0.00 0. 0.00 0. 26 0.01 0.00 0. 0. 0.05 0.02 0. 0. 0.00 0.00 0.00 0. 0.00 0. 27 0.01 0.00 0. 0. 0.01 0.01 0. 0. 0.00 0.00 0.00 0. 0.00 0. 28 0.07 0.00 0. 0. 0.00 0.06 0. 0. 0.00 0.00 0.00 0. 0.00 0. 29 0.00 0.04 0. 0. 0.05 0.07 0. 0. 0.00 0.00 0.00 0. 0.00 0. 30 0.00 0.00 0. 0. 0.00 0.03 0. 0. 0.00 0.00 0.00 0. 0.00 0. 31 0.00 0.03 0. 0. 0.01 0.07 0. 0. 0.00 0.00 0.00 0. 0.00 0. TOTALS 0.89 1.19 0. 0. 0.51 1.54 0. 0. 0.20 0.10 0.11 0. 0.10 0. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR JANUARY 2006 NATIONAL WEATHER SERVICE - SALT LAKE CITY U.S. BUREAU OF RECLAMATION LOVELAND, COLORADO DAY L A K E G R A N B Y WILLOW CREEK RES. G R E E N M O U N T A I N R E S. INFLOW OUTFLOW GL6SSW GL6SSW GL6SSW INFLOW OUTFLOW INFLOW OUTFLOW MAX MIN MAX MIN PREC TEMP TEMP PREC (CFS) (CFS) TEMP TEMP (CFS) (CFS) 1 52 26 39 25 0.00 17 8 207 325 27 10 0.00 2 73 26 35 4 0.00 14 7 199 323 34 22 0.05 3 72 26 35 13 0.00 15 7 215 324 30 15 0.00 4 100 26 29 16 0.02 15 7 206 287 32 0 0.08 5 50 26 25 6 0.00 15 7 168 248 23 -2 0.00 6 69 26 26 -9 0.00 16 8 168 248 22 -2 0.00 7 29 26 42 -4 0.00 13 7 165 246 34 23 0.00 8 106 26 37 19 0.05 14 7 152 247 27 6 0.00 9 81 26 25 5 0.01 13 7 123 246 24 0 0.00 10 39 26 21 -10 0.00 12 7 120 243 22 0 0.00 11 90 26 33 -9 0.00 14 8 129 244 32 15 0.00 12 70 26 32 15 0.02 13 7 137 245 21 -4 0.00 13 49 26 23 -9 0.00 13 7 131 246 22 -3 0.00 14 64 26 27 -6 0.00 13 7 105 249 24 4 0.00 15 71 26 32 2 0.00 13 7 134 249 32 8 0.00 16 70 26 26 1 0.06 14 8 128 249 20 -7 0.18 17 68 26 19 -16 0.01 12 7 123 251 28 3 0.00 18 128 26 35 12 0.03 13 7 152 252 34 16 0.77 19 103 26 29 17 0.18 14 7 164 250 23 2 0.00 20 63 26 20 -4 0.00 13 7 132 246 20 -12 0.00 21 63 26 20 -23 0.00 14 8 108 244 7 -14 0.00 22 52 26 17 -6 0.01 13 7 131 244 12 -21 0.00 23 51 26 18 -23 0.00 12 7 118 245 10 -20 0.00 24 56 26 17 -20 0.00 11 7 125 244 11 -20 0.00 25 88 26 21 -17 0.00 12 7 116 243 12 -20 0.04 26 55 26 29 -7 0.05 13 8 110 244 32 1 0.00 27 71 26 24 -7 0.01 13 7 126 245 20 5 0.00 28 85 26 22 -8 0.00 12 7 129 247 20 4 0.00 29 49 26 23 13 0.05 12 7 130 248 22 12 0.04 30 58 26 28 15 0.00 13 7 133 245 34 12 0.00 31 64 26 39 11 0.01 14 8 140 244 35 5 0.03