1 PICK SLOAN MISSOURI BASIN PROGRAM UNITED STATES BUREAU OF RECLAMATION WESTERN DIVISION WATER AND POWER SYSTEM AS OF 10/12/04 WATER AND POWER CONTROL DIVISION TIME: 09:28:30 LOVELAND, COLORADO SEPTEMBER 2004 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) 228167 1 9008.50 227844 75 0 75 191 532 -323 253 127 0 127 0.00 75 32 44 93 2 9008.30 227259 110 53 163 244 814 -585 273 137 0 137 0.00 73 36 44 13 3 9007.90 226092 96 352 448 250 1396 -1167 256 128 0 128 0.07 71 37 27 -84 4 9007.49 224901 100 383 483 250 1466 -1191 275 138 0 138 0.30 60 33 0 56 5 9007.11 223802 100 388 488 206 1388 -1099 318 159 0 159 0.06 51 27 29 83 6 9006.76 222794 100 303 403 201 1208 -1008 243 122 0 122 0.00 68 27 43 126 7 9006.62 222391 79 10 89 202 582 -403 222 111 0 111 0.00 70 29 43 312 8 9006.49 222018 75 0 75 226 602 -373 272 136 0 136 0.00 71 29 43 135 9 9006.35 221617 75 0 75 226 602 -401 244 122 0 122 0.00 71 31 43 103 10 9006.23 221274 75 0 75 226 602 -343 263 132 0 132 0.17 71 31 4 107 11 9006.10 220903 75 0 75 226 602 -371 273 137 0 137 0.00 72 33 42 130 12 9005.98 220561 75 0 75 226 602 -342 302 151 0 151 0.00 69 36 42 93 13 9005.85 220190 75 0 75 226 602 -371 273 137 0 137 0.00 69 37 42 112 14 9005.68 219707 75 0 75 226 602 -483 161 81 0 81 0.00 68 20 42 98 15 9005.54 219309 75 0 75 226 602 -398 246 123 0 123 0.00 68 21 42 93 16 9005.40 218913 75 0 75 211 572 -396 218 109 0 109 0.00 68 27 42 89 17 9005.36 218799 75 0 75 118 386 -114 314 157 0 157 0.00 74 30 42 88 18 9005.31 218658 75 0 75 102 354 -141 255 128 0 128 0.00 71 32 42 94 19 9005.24 218460 75 0 75 102 354 -198 196 98 0 98 0.01 71 43 40 77 20 9005.20 218347 75 0 75 102 354 -113 241 121 0 121 0.22 63 35 0 104 21 9005.23 218431 63 0 63 103 332 84 416 208 0 208 0.61 44 24 0 199 22 9005.23 218431 63 0 63 83 292 0 312 156 1 157 0.10 39 24 20 160 23 9005.22 218403 63 0 63 67 260 -28 274 137 1 138 0.00 50 28 42 160 24 9005.21 218375 66 0 66 67 266 -28 280 140 2 142 0.00 55 25 42 141 25 9005.21 218375 67 0 67 68 270 0 312 156 2 158 0.00 60 26 42 137 26 9005.21 218375 67 0 67 68 270 0 312 156 2 158 0.00 61 25 42 140 27 9005.21 218375 64 0 64 52 232 0 274 137 2 139 0.00 65 26 42 139 28 9005.22 218403 63 0 63 50 226 28 292 146 2 148 0.02 58 27 38 173 29 9005.25 218488 63 0 63 50 226 85 311 156 1 157 0.31 52 27 0 156 30 9005.26 218516 63 0 63 51 228 28 289 145 -8 137 0.04 46 34 33 194 TOTAL CFS 2277 1489 3766 4646 4091 5 4096 3521 TOTAL AF -9651 4554 2978 7532 9292 16824 -9651 8170 8170 10 8192 1.91 63 30 997 7042 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 10/12/04 WATER AND POWER CONTROL DIVISION TIME: 09:28:30 LOVELAND, COLORADO SEPTEMBER 2004 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) 105262 1 7923.91 104558 513 0 513 1018 -704 334 168 52 0 220 0.00 77 36 1270 2 7923.44 103797 542 0 542 1075 -761 349 176 -27 0 149 0.00 76 44 1250 3 7923.19 103393 562 0 562 1115 -404 721 364 -320 0 44 0.00 77 46 1260 4 7923.15 103328 564 0 564 1119 -65 1069 539 -346 0 193 0.00 59 37 1320 5 7923.15 103328 563 0 563 1117 0 1132 571 -329 0 242 0.00 51 35 1390 6 7923.11 103263 562 0 562 1115 -65 1050 529 -282 0 247 0.33 69 34 1409 7 7922.90 102925 562 0 562 1115 -338 796 401 22 0 423 0.00 70 37 1409 8 7922.48 102255 536 0 536 1063 -670 416 210 61 0 271 0.00 73 36 1390 9 7922.06 101584 508 0 508 1008 -671 353 178 47 0 225 0.00 73 38 1330 10 7921.65 100936 502 0 502 996 -648 360 182 57 0 239 0.00 66 34 1290 11 7921.29 100368 484 0 484 960 -568 407 205 62 0 267 0.00 73 39 1290 12 7920.89 99740 485 0 485 962 -628 334 168 76 0 244 0.22 74 45 1260 13 7920.49 99117 487 0 487 966 -623 371 187 62 0 249 0.00 72 42 1250 14 7920.08 98479 484 0 484 960 -638 343 173 6 0 179 0.02 67 27 1250 15 7919.64 97801 503 0 503 998 -678 333 168 48 0 216 0.00 65 27 1230 16 7919.17 97078 523 0 523 1037 -723 326 164 34 0 198 0.00 71 30 1240 17 7918.69 96346 522 0 522 1035 -732 324 163 82 0 245 0.00 76 36 1260 18 7918.22 95633 520 0 520 1031 -713 336 169 53 0 222 0.00 70 43 1210 19 7917.75 94924 509 0 509 1010 -709 301 152 23 0 175 0.16 69 38 1210 20 7917.41 94414 429 0 429 851 -510 355 179 46 0 225 0.27 57 31 1270 21 7917.35 94324 300 0 300 595 -90 519 262 145 0 407 0.70 34 31 1370 22 7917.49 94534 110 0 110 218 210 442 223 93 1 317 0.06 49 31 1360 23 7917.63 94744 110 0 110 218 210 442 223 74 1 298 0.00 52 31 1110 24 7917.77 94954 99 0 99 196 210 411 207 74 2 283 0.00 50 31 981 25 7917.90 95149 103 0 103 204 195 405 204 89 2 295 0.00 52 31 965 26 7918.04 95360 95 0 95 188 211 411 207 89 2 298 0.00 60 31 938 27 7918.16 95542 106 0 106 210 182 403 203 73 2 278 0.00 64 31 927 28 7918.20 95603 202 0 202 401 61 468 236 83 2 321 0.01 66 30 907 29 7918.12 95481 281 0 281 557 -122 435 219 93 1 313 0.21 57 37 962 30 7918.05 95375 303 0 303 601 -106 509 257 82 -8 331 0.00 45 39 1170 TOTAL CFS 12069 0 12069 7287 322 5 7614 36478 TOTAL AF -9887 23939 0 23939 23939 -9887 14455 14453 640 10 15102 1.98 64 35 72354 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 10/12/04 WATER AND POWER CONTROL DIVISION TIME: 09:28:30 LOVELAND, COLORADO SEPTEMBER 2004 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) 9726 1 8127.21 9743 7 0 0 1 0 0 8 16 17 36 18 2 8127.27 9760 7 0 0 1 0 0 8 16 17 39 20 3 8127.34 9780 7 0 0 1 0 0 8 16 20 37 19 4 8127.41 9799 7 0 0 1 0 0 8 16 19 37 19 5 8127.55 9839 7 0 0 1 0 0 8 16 40 58 29 6 8127.67 9873 7 0 0 1 0 0 8 16 34 52 26 7 8127.65 9868 7 0 0 1 12 0 20 40 -5 38 19 8 8126.70 9600 7 0 0 2 5 140 154 305 -268 41 21 9 8125.08 9161 7 0 0 3 0 242 252 500 -439 63 32 10 8124.42 8986 7 0 0 3 0 104 114 226 -175 51 26 11 8124.53 9015 7 0 0 3 0 0 10 20 29 51 26 12 8124.63 9041 7 0 0 2 0 0 9 18 26 45 23 13 8124.67 9052 7 0 0 2 0 0 9 18 11 33 17 14 8124.75 9073 7 0 0 1 0 0 8 16 21 40 20 15 8124.82 9091 7 0 0 1 0 0 8 16 18 36 18 16 8124.90 9113 7 0 0 1 0 0 8 16 22 40 20 17 8124.94 9123 7 0 0 1 0 0 8 16 10 29 15 18 8125.00 9139 7 0 0 1 0 0 8 16 16 35 18 19 8125.06 9155 7 0 0 1 0 0 8 16 16 33 17 20 8125.14 9177 7 0 0 1 0 0 8 16 22 40 20 21 8125.32 9224 7 0 0 1 0 0 8 16 47 65 33 22 8125.48 9267 7 0 0 1 0 0 8 16 43 61 31 23 8125.64 9310 7 0 0 1 0 0 8 16 43 61 31 24 8125.77 9345 7 0 0 1 0 0 8 16 35 51 26 25 8125.93 9389 7 0 0 1 0 0 8 16 44 61 31 26 8126.10 9435 7 0 0 1 0 0 8 16 46 64 32 27 8126.25 9476 7 0 0 1 0 0 8 16 41 59 30 28 8126.39 9515 7 0 0 1 0 0 8 16 39 56 28 29 8126.53 9553 7 0 0 1 0 0 8 16 38 54 27 30 8126.78 9623 7 0 0 1 0 0 8 16 70 88 44 TOTAL CFS 210 0 0 39 17 486 752 736 TOTAL AF -103 420 0 0 78 34 964 1495 1495 -103 1454 1454 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 10/12/04 WATER AND POWER CONTROL DIVISION TIME: 09:28:30 LOVELAND, COLORADO SEPTEMBER 2004 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 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 10/12/04 WATER AND POWER CONTROL DIVISION TIME: 09:28:30 LOVELAND, COLORADO SEPTEMBER 2004 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 17711 1 8366.55 8366.65 17674 48 37 85 169 -37 155 0 155 78 0.00 0.00 73 34 2 8366.52 8366.60 17593 48 35 83 165 -81 124 0 124 63 0.00 0.00 77 34 3 8366.51 8366.60 17588 230 35 265 526 -5 533 538 -5 -3 0.00 0.00 78 36 4 8366.54 8366.64 17656 252 35 287 569 68 654 371 283 143 0.23 0.28 72 45 5 8366.58 8366.68 17729 253 35 288 571 73 661 438 223 112 0.37 0.60 54 33 6 8366.62 8366.72 17803 254 35 289 573 74 660 460 200 101 0.00 0.00 68 30 7 8366.57 8366.67 17711 231 35 266 528 -92 458 244 214 108 0.00 0.00 72 31 8 8366.54 8366.65 17669 202 35 237 470 -42 454 250 204 103 0.00 0.00 75 33 9 8366.52 8366.63 17633 202 35 237 470 -36 453 305 148 75 0.00 0.00 69 32 10 8366.54 8366.66 17682 219 35 254 504 49 558 369 189 95 0.06 0.07 70 38 11 8366.57 8366.69 17737 298 35 333 660 55 732 543 189 95 0.10 0.13 74 36 12 8366.56 8366.72 17772 451 35 486 964 35 1010 863 147 74 0.00 0.00 75 35 13 8366.55 8366.66 17687 334 35 369 732 -85 677 401 276 139 0.02 0.00 74 38 14 8366.65 8366.74 17845 203 35 238 472 158 656 500 156 79 0.02 0.04 78 38 15 8366.57 8366.72 17777 464 35 499 990 -68 937 855 82 41 0.00 0.09 65 26 16 8366.59 8366.72 17787 373 35 408 809 10 833 666 167 84 0.00 0.00 73 26 17 8366.49 8366.61 17590 447 35 482 956 -197 784 619 165 83 0.00 0.00 76 30 18 8366.50 8366.61 17596 343 35 378 750 6 778 664 114 57 0.00 0.00 77 30 19 8366.52 8366.67 17686 367 35 402 797 90 900 750 150 76 0.01 0.02 71 39 20 8366.55 8366.65 17674 375 35 410 813 -12 818 581 237 119 0.16 0.16 54 35 21 8366.60 8366.74 17820 312 35 347 688 146 851 389 462 233 0.41 0.38 54 34 22 8366.53 8366.62 17624 257 35 292 579 -196 400 286 114 57 0.48 0.58 45 31 23 8366.64 8366.73 17826 162 35 197 391 202 610 397 213 107 0.05 0.13 45 30 24 8366.57 8366.70 17751 284 35 319 633 -75 560 339 221 111 0.03 0.01 53 32 25 8366.62 8366.75 17843 330 35 365 724 92 823 555 268 135 0.00 0.00 64 29 26 8366.61 8366.76 17851 333 35 368 730 8 753 484 269 136 0.00 0.10 65 28 27 8366.55 8366.68 17714 334 35 369 732 -137 608 345 263 133 0.00 0.00 64 28 28 8366.58 8366.71 17769 241 35 276 547 55 610 385 225 113 0.00 0.01 66 30 29 8366.66 8366.80 17929 153 35 188 373 160 536 222 314 158 0.04 0.02 62 28 30 8366.67 8366.77 17895 122 35 157 311 -34 294 0 294 148 0.52 0.51 47 32 TOTAL CFS 8122 1052 9174 3053 66 33 TOTAL AF 184 16109.7 2074 18196 18196 184 18880 12819 6061 6056 2.50 3.13 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 10/12/04 WATER AND POWER CONTROL DIVISION TIME: 09:28:30 LOVELAND, COLORADO SEPTEMBER 2004 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) 284737 1 8239.54 284790 0 21 0 1.0 22 44 53 164 83 37 0 0 46 124 21 2 8239.55 284844 0 21 0 1.0 22 44 54 214 108 35 0 0 73 136 19 3 8239.48 284472 271 21 0 1.0 293 581 -372 244 123 35 0 0 88 85 20 4 8239.44 284260 187 21 0 1.0 209 415 -212 254 128 35 0 0 93 236 20 5 8239.40 284047 221 21 0 1.0 243 482 -213 320 161 35 0 0 126 238 21 6 8239.32 283623 232 21 0 1.0 254 504 -424 118 59 35 0 0 24 125 20 7 8239.29 283464 123 21 0 1.0 145 288 -159 193 97 35 0 0 62 170 20 8 8239.28 283411 126 21 0 1.0 148 294 -53 318 160 35 140 0 -15 88 20 9 8239.33 283676 154 21 0 1.0 176 349 265 668 337 35 242 0 60 135 20 10 8239.34 283729 186 21 0 1.0 208 413 53 481 243 35 104 0 104 199 20 11 8239.26 283305 274 21 0 1.0 296 587 -424 214 108 35 0 0 73 168 20 12 8239.10 282458 435 21 0 1.0 457 906 -847 91 46 35 0 0 11 85 20 13 8239.03 282088 202 21 0 1.0 224 444 -370 161 81 35 0 0 46 185 20 14 8238.96 281718 252 21 0 1.0 274 543 -370 247 125 35 0 0 90 169 20 15 8238.81 280927 431 21 0 1.0 453 899 -791 152 77 35 0 0 42 83 20 16 8238.68 280241 336 21 0 1.0 358 710 -686 65 33 35 0 0 -2 82 20 17 8238.57 279662 312 21 0 1.0 334 662 -579 156 79 35 0 0 44 127 20 18 8238.46 279084 335 21 0 1.0 357 708 -578 193 97 35 0 0 62 119 20 19 8238.33 278401 378 21 0 1.0 400 793 -683 147 74 35 0 0 39 115 20 20 8238.25 277982 293 21 0 1.0 315 625 -419 256 129 35 0 0 94 213 21 21 8238.21 277772 196 21 0 1.0 218 432 -210 272 137 35 0 0 102 335 22 22 8238.19 277667 144 21 0 1.0 166 329 -105 274 138 35 0 0 103 160 22 23 8238.14 277405 200 21 0 1.0 222 440 -262 228 115 35 0 0 80 187 21 24 8238.08 277091 171 21 0 1.0 193 383 -314 75 38 35 0 0 3 114 21 25 8237.99 276620 280 20 0 1.0 301 597 -471 148 75 35 0 0 40 175 21 26 8237.92 276254 244 20 0 1.0 265 526 -366 204 103 35 0 0 68 204 20 27 8237.86 275940 174 20 0 1.0 195 387 -314 111 56 35 0 0 21 154 21 28 8237.81 275679 194 20 0 1.0 215 426 -261 190 96 35 0 0 61 174 21 29 8237.78 275522 112 21 0 1.0 134 266 -157 120 61 35 0 0 26 184 23 30 8237.86 275940 0 21 0 1.0 22 44 418 512 258 35 0 0 223 371 24 TOTAL CFS 6463 626 0 30.0 7119 3425 1052 486 0 1887 4940 618 TOTAL AF -8797 12819 1252 0 59.5 14121 14121 -8797 6790 6790 2074 964 0 3742 9799 1236 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 10/12/04 WATER AND POWER CONTROL DIVISION TIME: 09:28:30 LOVELAND, COLORADO SEPTEMBER 2004 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. 822 2408 1 36.58 71.82 791 2514 75 95.2 48.0 2.00 59.5 30.0 91.0 74.0 15 103 0 0.00 72 38 2 32.21 72.15 623 2569 -113 95.2 48.0 2.00 259.8 131.0 100.0 76.0 0 101 0 0.00 77 40 3 33.66 72.08 677 2557 42 456.2 230.0 2.00 470.1 237.0 101.0 75.0 25 492 0 0.00 73 42 4 37.14 71.47 813 2457 36 499.8 252.0 2.00 497.9 251.0 91.0 76.0 4 508 0 0.08 60 47 5 37.33 71.54 821 2468 19 501.8 253.0 2.00 495.9 250.0 91.0 87.0 0 506 0 0.00 57 42 6 36.86 72.13 802 2566 79 503.8 254.0 2.00 503.8 254.0 113.0 76.0 38 507 0 0.00 66 38 7 38.06 71.78 851 2508 -9 458.2 231.0 1.00 499.8 252.0 90.0 75.0 15 441 0 0.00 72 36 8 38.67 71.21 876 2415 -68 400.7 202.0 1.00 497.9 251.0 89.0 75.0 15 407 0 0.00 73 38 9 38.87 70.65 884 2325 -82 400.7 202.0 1.00 501.8 253.0 83.0 74.0 6 408 0 0.00 73 40 10 36.67 70.58 794 2314 -101 434.4 219.0 1.00 551.4 278.0 84.0 77.0 8 455 0 0.00 69 46 11 33.19 71.09 659 2395 -54 591.1 298.0 1.00 694.2 350.0 100.0 76.0 22 596 0 0.00 77 46 12 33.58 71.21 674 2415 35 894.5 451.0 1.00 936.2 472.0 115.0 78.0 26 936 0 0.00 76 40 13 34.00 72.14 690 2567 168 662.5 334.0 1.00 412.6 208.0 46.0 89.0 0 622 0 0.00 74 51 14 34.47 71.41 708 2447 -102 402.6 203.0 1.00 202.3 102.0 88.0 241.0 0 406 0 0.08 66 44 15 39.52 71.31 911 2431 187 920.3 464.0 1.00 200.3 101.0 68.0 339.0 0 972 0 0.00 65 39 16 37.25 71.01 818 2382 -142 739.8 373.0 1.00 134.9 68.0 56.0 433.0 0 735 0 0.00 74 33 17 34.45 71.52 707 2465 -28 886.6 447.0 1.00 79.3 40.0 53.0 475.0 0 892 0 0.00 77 36 18 33.63 71.73 676 2499 3 680.3 343.0 1.00 81.3 41.0 45.0 347.0 0 668 0 0.00 75 43 19 34.56 72.09 711 2559 95 727.9 367.0 1.00 81.3 41.0 51.0 331.0 0 743 0 0.00 72 49 20 35.68 72.77 755 2673 158 743.8 375.0 1.00 83.3 42.0 56.0 311.0 0 750 0 0.20 65 40 21 34.75 73.29 719 2763 54 618.8 312.0 1.00 128.9 65.0 90.0 311.0 0 613 0 0.56 46 33 22 33.26 72.57 662 2640 -180 509.8 257.0 1.00 214.2 108.0 97.0 337.0 0 502 0 0.04 49 32 23 31.55 71.31 599 2431 -272 321.3 162.0 1.00 41.7 21.0 77.0 355.0 0 287 0 0.00 53 38 24 32.15 70.97 621 2376 -33 563.3 284.0 1.00 29.8 15.0 77.0 364.0 0 591 0 0.04 59 42 25 33.83 71.10 683 2397 83 654.5 330.0 1.00 13.9 7.0 83.0 366.0 0 663 0 0.00 60 30 26 35.56 71.41 750 2447 117 660.5 333.0 1.00 11.9 6.0 89.0 359.0 0 665 0 0.00 68 32 27 37.46 71.75 826 2503 132 662.5 334.0 1.00 9.9 5.0 83.0 347.0 0 667 0 0.08 61 33 28 35.95 72.53 766 2633 70 478.0 241.0 1.00 9.9 5.0 97.0 299.0 0 462 0 0.04 58 39 29 36.49 72.22 787 2581 -31 303.5 153.0 1.00 9.9 5.0 84.0 249.0 0 294 0 0.32 64 35 30 36.39 72.05 783 2552 -33 242.0 122.0 1.00 9.9 5.0 102.0 237.0 0 241 0 0.08 49 41 TOTAL CFS 8122.0 3894.0 2490.0 6709.0 174 TOTAL AF -39 144 105 71.40 4939. 13307. 345 16233 0 1.52 66 39 16109.7 7723.6 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 10/12/04 WATER AND POWER CONTROL DIVISION TIME: 09:28:30 LOVELAND, COLORADO SEPTEMBER 2004 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 48.0 2.0 4.0 73.0 139.0 276 30.0 74.0 104.0 206 75 91.0 2 48.0 2.0 4.0 69.0 148.0 294 131.0 76.0 207.0 411 -113 100.0 3 230.0 2.0 4.0 66.0 331.0 657 237.0 75.0 312.0 619 42 101.0 4 252.0 2.0 4.0 67.0 343.0 680 251.0 76.0 327.0 649 36 91.0 5 253.0 2.0 4.0 77.0 344.0 682 250.0 87.0 337.0 668 19 91.0 6 254.0 2.0 3.0 74.0 367.0 728 254.0 76.0 330.0 655 79 113.0 7 231.0 1.0 3.0 69.0 321.0 637 252.0 75.0 327.0 649 -9 90.0 8 202.0 1.0 3.0 64.0 291.0 577 251.0 75.0 326.0 647 -68 89.0 9 202.0 1.0 3.0 59.0 285.0 565 253.0 74.0 327.0 649 -82 83.0 10 219.0 1.0 3.0 57.0 303.0 601 278.0 77.0 355.0 704 -101 84.0 11 298.0 1.0 3.0 63.0 398.0 789 350.0 76.0 426.0 845 -54 100.0 12 451.0 1.0 2.0 58.0 566.0 1123 472.0 78.0 550.0 1091 35 115.0 13 334.0 1.0 2.0 56.0 380.0 754 208.0 89.0 297.0 589 168 46.0 14 203.0 1.0 2.0 59.0 291.0 577 102.0 241.0 343.0 680 -102 88.0 15 464.0 1.0 2.0 60.0 532.0 1055 101.0 339.0 440.0 873 187 68.0 16 373.0 1.0 2.0 53.0 429.0 851 68.0 433.0 501.0 994 -142 56.0 17 447.0 1.0 2.0 49.0 500.0 992 40.0 475.0 515.0 1021 -28 53.0 18 343.0 1.0 2.0 46.0 388.0 770 41.0 347.0 388.0 770 3 45.0 19 367.0 1.0 2.0 44.0 418.0 829 41.0 331.0 372.0 738 95 51.0 20 375.0 1.0 2.0 51.0 431.0 855 42.0 311.0 353.0 700 158 56.0 21 312.0 1.0 3.0 73.0 402.0 797 65.0 311.0 376.0 746 54 90.0 22 257.0 1.0 3.0 79.0 354.0 702 108.0 337.0 445.0 883 -180 97.0 23 162.0 1.0 2.0 74.0 239.0 474 21.0 355.0 376.0 746 -272 77.0 24 284.0 1.0 2.0 74.0 361.0 716 15.0 364.0 379.0 752 -33 77.0 25 330.0 1.0 2.0 78.0 413.0 819 7.0 366.0 373.0 740 83 83.0 26 333.0 1.0 2.0 79.0 422.0 837 6.0 359.0 365.0 724 117 89.0 27 334.0 1.0 2.0 76.0 417.0 827 5.0 347.0 352.0 698 132 83.0 28 241.0 1.0 3.0 76.0 338.0 670 5.0 299.0 304.0 603 70 97.0 29 153.0 1.0 2.0 75.0 237.0 470 5.0 249.0 254.0 504 -31 84.0 30 122.0 1.0 3.0 84.0 224.0 444 5.0 237.0 242.0 480 -33 102.0 TOTAL CFS 8122.0 80.0 1982.0 10612.0 3894.0 6709.0 10603.0 2490.0 AF 16109.7 71.4 158.7 3931.2 21048.6 21048 7723.6 13307.1 21030.7 21034 105 4938.8 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 10/12/04 WATER AND POWER CONTROL DIVISION TIME: 09:28:30 LOVELAND, COLORADO SEPTEMBER 2004 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 1500 567 70535 111236 1 67.9 1205 68.8 580 0.0 311.8 0.0 0.0 0.0 203.1 0.0 0.0 67.0 5719.34 70124 5405.34 110778 58 2 65.6 1068 68.7 576 0.0 311.1 0.0 0.0 0.0 202.7 0.0 0.0 67.3 5718.81 69606 5405.10 110371 32 3 67.4 1174 67.1 510 0.0 310.6 0.0 0.0 0.0 202.3 0.0 0.0 67.1 5718.36 69168 5405.04 110270 58 4 68.3 1231 67.2 514 0.0 309.9 0.0 0.0 0.0 201.9 0.0 0.0 65.0 5717.85 68672 5405.08 110337 0 5 68.8 1263 69.6 614 0.0 309.4 0.0 0.0 0.0 201.6 0.0 0.0 66.4 5717.43 68265 5405.13 110422 0 6 71.3 1434 67.6 530 0.0 308.8 0.0 0.0 0.0 201.2 0.0 0.0 66.8 5716.93 67781 5405.18 110507 0 7 73.5 1601 64.4 407 0.0 308.4 0.0 0.0 0.0 201.0 0.0 0.0 64.8 5716.60 67463 5405.18 110507 0 8 73.8 1625 64.0 392 0.0 307.9 0.0 0.0 0.0 200.6 0.0 0.0 64.1 5716.14 67020 5405.16 110473 0 9 73.2 1578 64.2 400 0.0 307.3 0.0 0.0 0.0 200.2 0.0 0.0 64.0 5715.64 66540 5405.10 110371 0 10 72.9 1554 65.2 436 0.0 306.7 0.0 0.0 0.0 199.9 0.0 0.0 64.5 5715.19 66109 5405.07 110320 0 11 73.9 1634 67.4 522 0.0 306.2 0.0 0.0 0.0 199.5 0.0 0.0 65.4 5714.77 65708 5405.02 110236 0 12 77.2 1918 68.6 572 0.0 305.6 0.0 0.0 0.0 199.2 0.0 0.0 67.0 5714.28 65241 5404.91 110051 0 13 74.2 1658 69.3 601 0.0 305.0 0.0 0.0 0.0 198.8 0.0 0.0 67.8 5713.78 64766 5404.82 109899 146 14 69.4 1302 68.2 555 0.0 304.5 0.0 0.0 0.0 198.4 0.0 0.0 67.0 5713.33 64340 5404.76 109797 200 15 67.6 1187 66.6 490 0.0 303.9 0.0 0.0 0.0 198.0 0.0 0.0 67.1 5712.82 63858 5404.68 109662 192 16 69.2 1289 61.1 294 0.0 303.2 0.0 0.0 0.0 197.5 0.0 0.0 63.6 5712.25 63321 5404.62 109561 132 17 69.9 1336 61.0 291 0.0 302.7 0.0 0.0 0.0 197.1 0.0 0.0 60.5 5711.77 62870 5404.52 109393 77 18 70.5 1377 62.4 337 0.0 302.0 0.0 0.0 0.0 196.7 0.0 0.0 61.7 5711.25 62383 5404.39 109174 78 19 71.1 1419 63.6 378 0.0 301.5 0.0 0.0 0.0 196.3 0.0 0.0 63.0 5710.76 61926 5404.30 109022 80 20 71.7 1463 64.8 421 0.0 301.1 0.0 0.0 0.0 196.0 0.0 0.0 64.2 5710.41 61600 5404.20 108854 80 21 72.8 1546 65.9 463 0.0 300.8 0.0 0.0 0.0 195.8 0.0 0.0 65.4 5710.16 61367 5404.16 108787 126 22 74.8 1708 67.0 506 0.0 300.2 0.0 0.0 0.0 195.4 0.0 0.0 66.5 5709.70 60940 5404.05 108602 207 23 75.0 1725 67.9 542 0.0 300.0 0.0 0.0 0.0 195.2 0.0 0.0 67.5 5709.45 60709 5404.03 108569 39 24 75.2 1742 68.6 572 0.0 299.6 0.0 0.0 0.0 195.0 0.0 0.0 68.4 5709.15 60431 5403.95 108434 22 25 75.3 1751 68.8 580 0.0 299.2 0.0 0.0 0.0 194.7 0.0 0.0 68.7 5708.83 60136 5403.86 108283 0 26 75.3 1751 69.0 588 0.0 298.9 0.0 0.0 0.0 194.5 0.0 0.0 68.9 5708.55 59878 5403.82 108216 0 27 75.8 1794 69.3 601 0.0 298.7 0.0 0.0 0.0 194.3 0.0 0.0 69.0 5708.33 59675 5403.80 108183 0 28 76.0 1811 64.7 418 0.0 298.6 0.0 0.0 0.0 194.2 0.0 0.0 68.1 5708.24 59593 5403.75 108099 0 29 76.0 1811 65.0 429 0.0 298.3 0.0 0.0 0.0 194.0 0.0 0.0 64.9 5708.04 59409 5403.72 108049 0 30 76.2 1829 65.6 451 0.0 298.2 0.0 0.0 0.0 193.9 0.0 0.0 65.3 5707.89 59271 5403.75 108099 0 TOTAL CFS 0.0 TOTAL AF 329 -116 0.0 0.0 0.0 0.0 0.0 0.0 -11264 -3137 1527 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 10/12/04 WATER AND POWER CONTROL DIVISION TIME: 09:28:30 LOVELAND, COLORADO SEPTEMBER 2004 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 0.00 209.00 0.00 6.80 75.10 82.00 0.00 202.00 37.00 2 0.00 0.00 162.20 0.00 0.00 68.00 68.00 0.00 202.00 46.30 3 0.00 0.00 29.00 0.00 0.00 65.00 65.00 0.00 212.00 45.00 4 0.00 0.00 29.00 0.00 0.00 65.00 65.00 0.00 217.00 47.00 5 0.00 0.00 29.00 0.00 0.00 18.00 18.00 0.00 63.00 114.00 6 0.00 0.00 29.00 0.00 0.00 47.00 47.00 0.00 117.00 117.00 7 0.00 0.00 29.00 0.00 0.00 61.00 61.00 0.00 205.00 57.00 8 0.00 0.00 29.00 0.00 0.00 56.00 56.00 0.00 230.00 45.00 9 0.00 0.00 29.00 0.00 0.00 51.00 51.00 0.00 250.00 52.35 10 0.00 0.00 29.00 0.00 0.00 50.00 50.00 0.00 242.00 44.00 11 0.00 0.00 29.00 0.00 0.00 50.00 50.00 0.00 233.00 44.00 12 0.00 0.00 29.00 0.00 0.00 50.00 50.00 0.00 248.00 44.00 13 0.00 0.00 29.00 0.00 0.00 13.50 13.50 238.00 74.00 42.00 14 0.00 0.00 29.00 0.00 0.00 0.00 0.00 242.00 0.00 45.70 15 0.00 0.00 25.20 0.00 0.00 0.00 0.00 123.00 0.00 41.20 16 0.00 0.00 14.50 0.00 0.00 0.00 0.00 26.00 0.00 58.25 17 0.00 0.00 14.50 0.00 0.00 0.00 28.00 0.00 0.00 35.10 18 0.00 0.00 14.50 0.00 0.00 0.00 50.00 0.00 0.00 20.00 19 0.00 0.00 14.50 0.00 0.00 0.00 50.00 0.00 0.00 21.00 20 0.00 0.00 14.50 0.00 0.00 0.00 50.00 0.00 0.00 22.00 21 0.00 0.00 18.00 0.00 0.00 0.00 50.00 0.00 0.00 22.00 22 0.00 0.00 20.50 0.00 0.00 0.00 50.00 0.00 0.00 21.00 23 0.00 0.00 17.30 0.00 0.00 0.00 50.00 0.00 0.00 21.00 24 0.00 0.00 15.00 0.00 0.00 0.00 50.00 0.00 0.00 21.00 25 0.00 0.00 15.00 0.00 0.00 0.00 50.00 0.00 0.00 21.00 26 0.00 0.00 15.00 0.00 0.00 0.00 50.00 0.00 0.00 21.00 27 0.00 0.00 15.00 0.00 0.00 0.00 50.00 0.00 0.00 21.00 28 0.00 0.00 12.40 0.00 0.00 0.00 50.00 0.00 0.00 22.00 29 0.00 0.00 10.50 0.00 0.00 0.00 50.00 0.00 0.00 21.00 30 0.00 0.00 4.40 0.00 0.00 0.00 50.00 0.00 0.00 22.00 TOTAL CFS 0.00 0.00 960.00 0.00 6.80 669.60 1354.50 629.00 2495.00 1190.90 TOTAL AF 0.00 0.00 1904.13 0.00 13.49 1328.13 2686.61 1247.60 4948.76 2362.11 ADJUSTMENT AF 104.00 TOTAL FLOW OR DELIVERY AF 2258.11 METERED DELIVERY AF 1444.20 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 10/12/04 WATER AND POWER CONTROL DIVISION TIME: 09:28:30 LOVELAND, COLORADO SEPTEMBER 2004 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) 111672.20 1 0.00 143.00 123.55 15.00 209.50 0.00 491.05 112654.30 2 0.00 149.20 132.10 6.70 157.75 0.00 445.75 113545.80 3 0.00 152.00 138.55 5.00 14.50 0.00 310.05 114165.90 4 0.00 152.00 140.00 5.00 14.50 0.00 311.50 114788.90 5 0.00 152.00 40.85 5.00 14.50 0.00 212.35 115213.60 6 0.00 144.00 53.15 5.00 14.50 1.00 217.65 115648.90 7 0.00 152.00 121.05 5.00 14.50 0.50 293.05 116235.00 8 0.00 150.00 157.75 5.00 14.50 0.00 327.25 116889.50 9 0.00 146.00 186.30 7.65 14.50 0.00 354.45 117598.40 10 0.00 146.00 184.40 9.00 17.65 0.00 357.05 118312.50 11 0.00 146.00 180.00 9.00 19.50 3.35 357.85 119028.20 12 0.00 146.00 183.55 9.00 30.75 8.30 377.60 119783.40 13 0.00 146.00 291.25 9.00 34.50 10.00 490.75 120764.90 14 0.00 152.90 352.70 22.30 34.50 3.35 565.75 121896.40 15 0.00 150.65 360.00 27.80 34.50 0.00 572.95 123042.30 16 0.00 148.00 360.00 25.75 29.50 1.00 564.25 124170.80 17 0.00 150.10 358.60 21.90 28.30 1.50 560.40 125291.60 18 0.00 153.00 258.80 25.00 34.50 1.50 472.80 126237.20 19 0.00 153.00 218.00 25.00 31.40 1.50 428.90 127095.00 20 0.00 108.30 210.95 25.00 32.60 0.50 377.35 127849.70 21 0.00 86.00 209.40 25.00 34.50 0.00 354.90 128559.50 22 0.00 79.35 210.00 25.00 34.50 0.00 348.85 129257.20 23 0.00 71.35 210.00 25.00 31.40 0.00 337.75 129932.70 24 0.00 65.65 225.75 25.00 19.50 0.00 335.90 130604.50 25 0.00 64.00 232.10 25.00 14.50 0.00 335.60 131275.70 26 0.00 64.00 223.50 25.00 14.50 0.00 327.00 131929.70 27 0.00 53.35 210.20 25.00 14.50 0.00 303.05 132535.80 28 0.00 41.35 174.50 25.00 14.50 0.00 255.35 133046.50 29 0.00 30.00 127.10 25.00 14.50 0.00 196.60 133439.70 30 0.00 32.70 113.00 25.00 14.50 0.00 185.20 133810.10 TOTAL CFS 0.00 3527.90 5987.10 518.10 1003.35 32.50 11068.95 TOTAL AF 0.00 7055.80 11974.20 1036.20 2006.70 65.00 22137.90 133810.10 METERED DELIVERY AF 28.00 2918.90 104.00 0.00 1786.70 4837.60 138647.70 TOTAL FLOW OR DELIVERY AF * 28.00 9974.70 11974.20 1140.20 2006.70 1851.70 26975.50 138647.70 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 SEPTEMBER 2004 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 21. 4. 0.00 0.00 68. 24. 0.00 0.00 0.00 12. 0.00 21. 2 0.00 0.00 35. 6. 0.00 0.00 116. 40. 0.00 0.00 0.00 12. 0.00 22. 3 0.07 0.00 11. 2. 0.00 0.00 36. 12. 0.00 0.00 0.00 10. 0.00 17. 4 0.30 0.00 16. 3. 0.23 0.28 51. 18. 0.08 0.00 0.00 12. 0.02 18. 5 0.06 0.00 16. 3. 0.37 0.60 51. 18. 0.00 0.00 0.00 41. 0.55 -6. 6 0.00 0.33 0. 2. 0.00 0.00 39. 13. 0.00 0.00 0.00 9. 0.00 15. 7 0.00 0.00 20. 3. 0.00 0.00 65. 22. 0.00 0.36 0.12 1. 0.00 20. 8 0.00 0.00 23. 4. 0.00 0.00 77. 27. 0.00 0.00 0.00 11. 0.00 19. 9 0.00 0.00 16. 3. 0.00 0.00 55. 19. 0.00 0.00 0.00 9. 0.00 16. 10 0.17 0.00 13. 1. 0.06 0.07 15. 5. 0.00 0.00 0.00 9. 0.00 16. 11 0.00 0.00 15. 3. 0.10 0.13 51. 18. 0.00 0.00 0.00 10. 0.00 19. 12 0.00 0.22 0. 2. 0.00 0.00 32. 11. 0.00 0.00 0.00 8. 0.00 13. 13 0.00 0.00 28. 4. 0.02 0.00 88. 31. 0.00 0.00 0.01 11. 0.02 18. 14 0.00 0.02 22. 4. 0.02 0.04 75. 26. 0.08 0.00 0.00 12. 0.10 6. 15 0.00 0.00 13. 2. 0.00 0.09 45. 16. 0.00 0.00 0.00 2. 0.00 4. 16 0.00 0.00 12. 2. 0.00 0.00 42. 15. 0.00 0.00 0.00 9. 0.00 15. 17 0.00 0.00 21. 4. 0.00 0.00 74. 26. 0.00 0.00 0.00 10. 0.00 18. 18 0.00 0.00 18. 3. 0.00 0.00 64. 22. 0.00 0.00 0.00 13. 0.00 24. 19 0.01 0.16 0. 2. 0.01 0.02 37. 13. 0.00 0.00 0.00 10. 0.00 17. 20 0.22 0.27 15. 3. 0.16 0.16 51. 18. 0.20 0.00 0.25 -5. 0.07 17. 21 0.61 0.70 15. 3. 0.41 0.38 51. 18. 0.56 0.00 0.53 -2. 0.67 -23. 22 0.10 0.06 15. 3. 0.48 0.58 51. 18. 0.04 0.00 0.16 -6. 0.05 5. 23 0.00 0.00 15. 3. 0.05 0.13 51. 18. 0.00 0.00 0.01 8. 0.00 15. 24 0.00 0.00 6. 0. 0.03 0.01 6. 2. 0.04 0.89 0.00 8. 0.00 15. 25 0.00 0.00 6. 1. 0.00 0.00 22. 8. 0.00 0.00 0.00 10. 0.00 17. 26 0.00 0.00 13. 2. 0.00 0.10 45. 16. 0.00 0.00 0.02 6. 0.00 14. 27 0.00 0.00 11. 2. 0.00 0.00 38. 13. 0.08 0.02 1.34 -47. 0.81 -12. 28 0.02 0.01 6. 1. 0.00 0.01 25. 9. 0.04 0.00 0.01 3. 0.00 6. 29 0.31 0.21 0. 1. 0.04 0.02 11. 4. 0.32 1.53 0.07 1. 0.00 11. 30 0.04 0.00 15. 3. 0.52 0.51 51. 18. 0.08 0.00 0.92 -36. 0.57 -17. TOTALS 1.91 1.98 415. 76. 2.50 3.13 1482. 518. 1.52 2.80 3.44 150. 2.86 342. 1 UPPER COLORADO RIVER DAILY DATA COLLECTION FOR SEPTEMBER 2004 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) 1 124 22 73 34 0.00 18 8 168 513 77 36 0.00 2 136 22 77 34 0.00 20 8 176 542 76 44 0.00 3 85 22 78 36 0.00 19 8 364 562 77 46 0.00 4 236 22 72 45 0.23 19 8 539 564 59 37 0.00 5 238 22 54 33 0.37 29 8 571 563 51 35 0.00 6 125 22 68 30 0.00 26 8 529 562 69 34 0.33 7 170 22 72 31 0.00 19 8 401 562 70 37 0.00 8 88 22 75 33 0.00 21 9 210 536 73 36 0.00 9 135 22 69 32 0.00 32 10 178 508 73 38 0.00 10 199 22 70 38 0.06 26 10 182 502 66 34 0.00 11 168 22 74 36 0.10 26 10 205 484 73 39 0.00 12 85 22 75 35 0.00 23 9 168 485 74 45 0.22 13 185 22 74 38 0.02 17 9 187 487 72 42 0.00 14 169 22 78 38 0.02 20 8 173 484 67 27 0.02 15 83 22 65 26 0.00 18 8 168 503 65 27 0.00 16 82 22 73 26 0.00 20 8 164 523 71 30 0.00 17 127 22 76 30 0.00 15 8 163 522 76 36 0.00 18 119 22 77 30 0.00 18 8 169 520 70 43 0.00 19 115 22 71 39 0.01 17 8 152 509 69 38 0.16 20 213 22 54 35 0.16 20 8 179 429 57 31 0.27 21 335 22 54 34 0.41 33 8 262 300 34 31 0.70 22 160 22 45 31 0.48 31 8 223 110 49 31 0.06 23 187 22 45 30 0.05 31 8 223 110 52 31 0.00 24 114 22 53 32 0.03 26 8 207 99 50 31 0.00 25 175 21 64 29 0.00 31 8 204 103 52 31 0.00 26 204 21 65 28 0.00 32 8 207 95 60 31 0.00 27 154 21 64 28 0.00 30 8 203 106 64 31 0.00 28 174 21 66 30 0.00 28 8 236 202 66 30 0.01 29 184 22 62 28 0.04 27 8 219 281 57 37 0.21 30 371 22 47 32 0.52 44 8 257 303 45 39 0.00