BIG HORN RIVER. Big Horn Canal Bluff Fritz Highland Hanover Kirby Lower Hanover Lucerne Tillard Upper Hanover

BIG HORN RIVER Big Horn Canal Bluff Fritz Highland Hanover Kirby Lower Hanover Lucerne Tillard Upper Hanover

DESCRIPTION AND OPERATION MEMORANDUM BIG HORN CANAL USGS ID 4418 D1, 4418 C1, 4417 C8, 4418 A1 USGS Name Rairden, Worland, Orchard Bench, Greybull South, Manderson, Neiber, Schuster Flat DIVERSION DESCRIPTION Coffer dam in Bighorn River with sliding steel gates in concrete structure for headgate. DIVERSION LOCATION Source: Big Horn River Tract 64 A R.S. or SW 1/4 SE 1/4 Section 2 o.s., Township 46 N, Range 93 W, 6th PM CONVEYANCE DESCRIPTION Open dirt canal approximately 55 miles long with screw type headgates for delivery to laterals, sublaterals and farm fields; serves approximately 23, acres and over 2 users, including small subdivision acreages around the towns of Worland and Basin. WYOMING WATER RIGHTS Priority Date Permit Number 2//191 345 8/3/191 3471 6/22/194 122E 4/15/1911 2444E 1/6/1922 4326E 2//1928 4574E 3//1937 512E 8/1/ 686E 2/1/ 4343E STORAGE RIGHTS Permit Use,Dom.,Dom.,Stk.,Dom.,Dom. Acres 667.5 1919.82 174.34 167.96 18. 17.4 18..34 2.2 Flow(cfs) 9.54 281.65 24.72 2.38.26.25.26.3 (af) Cumulative Flow(cfs) 9.54 291.19 315.91 318.29 318.55 318.8 319.6 319.9 Comments Boysen contract for 13,3 A.F. annually. ESTIMATED CANAL LOSSES Varies with time of year, estimated 25% at peak. IRRIGATION PRACTICES Conventional flood irrigation practices, some concrete lined delivery ditches, some pipe systems, some sprinklers, and gated pipe. Serves approimately 216 users on 23, irrigated acres. CROP TYPES / CONSUMPTIVE USE Pasture, alfalfa hay, small grains, corn, sugar beets, lawns and gardens. RETURN FLOWS 1 % to Bighorn River, some directly, some via constructed drains, some via Tenmile Creek, some via Elk Creek, some via Greybull River. OTHER OPERATIONAL INFORMATION Managed by company officials - employs canal manager and ditch riders. Delivers municipal water to Town of Basin. CONTACT INFORMATION Russell Dooley 1179 Hwy. 2 South Basin, WY 8241 (37)347-6374 PHOTO LOG Information collected from files available at Division 3 Office of the State Engineer Office in Riverton, WY, and from the ditch contact person when available. DIVERSION RECORD

Monthly Summary (ac-ft) Discharge (ac-ft) 138,914 5,123 19,343 28,54 28,8,695 24,466 1,7 151,4 2,138 29,516 32,2 25,734,515 16,397 124,254 23,819 3,159 3,893 24,87 14,577 1,428 18,924 25,263 25,859 2,789 26,519 1,74 113,177 19,545 2,525 2,81 2,68 21,283 1,415 112,96 19,611 21,751,269 21,622 14,795 7,49 128,43 23,587 25,7 23,226 26,134 24,551 5,133 124,282 22,183 24,42 28,213 25,4 24,444 198 138,43 22,3 25,49 25,44 24,49 22, 18,44 151,9 23,7 26,81 31,52 25,78 25,1 18,18 147,2 26,66 28,86 24,14 25,89 26,7 14,95 153,37 24,15 28,2 32,61 29,54 25,92 12,95 149,17 2,68,56 31,9,91 26,9 15,3 159,29 25,38 3,6 33,72 31,58 26,51 12,4 151,8 23,8 26,47 33,3,88 25,3 14,33 148,9 24,84,14 3,32,41 26,11 12, 1 15,96 22,79 29,82 33,53 26,15 26,65 12,2 143,77 23,72,49,13 25,29 28,6 11,54 152,66 26,81 31,38 32,75 28,74 23,8 9,18 147,91 19,7,25 3,35 29,92 31,47 9,85 156,26 24,57 31,2 33,8 29,5 26,25 12,11 155,74 24,54 29,94 35,42 29,5 28,1 8,78 156,93 24,79 28,8 32,77 23,78 3,55 16,24 158,68 24,76 29,28 35,36 31,3 32,43 5,82 173,75 26,33 32,18 35,75 33,1,35 19,13 15,8 2,57 25,15 31,58 28,84 24,17 2,49 2 133,59 17,7 22,1,21,67,64 11,36 21 144,849 5,123 22,752,433 3,19 26,881 25,521 12,71 Monthly Summary (cfs) Discharge (cfs) 382 83 325 464 468 465 398 169 416 338 48 524 432 447 6 49 4 49 52 417 237 35 318 411 421 349 431 169 311 328 334 338 346 346 175 38 33 354 443 363 241 118 353 396 42 378 439 3 86 341 373 391 459 4 398 198 381 375 415 414 412 362 31 416 398 436 513 433 48 36 45 448 469 393 435 434 251 422 46 459 53 496 422 218 41 348 448 519 469 424 253 438 4 489 548 531 431 22 415 4 43 542 469 411 241 47 417 441 493 461 425 26 1 415 383 485 545 439 433 22 395 3 447 441 425 465 194 42 451 51 533 483 387 154 46 32 443 494 53 512 166 429 413 57 538 488 4 24 428 412 487 576 488 456 148 431 417 468 533 4 497 3 436 416 476 575 521 5 98 478 442 523 581 555 445 321 415 346 49 514 485 393 344 2 367 297 358 443 465 45 191 21 353 83 382 446 491 452 415 23 Notes: Data from SEO Hydrographers Reports, USGS Gage Data and WRDS electronic data. 1 Monthly summaries are summarized from daily data. Missing readings interpolated from readings immediately before 2 and after missing data.

DESCRIPTION AND OPERATION MEMORANDUM BLUFF CANAL USGS Name Banjo Flats West, Neiber DIVERSION DESCRIPTION Bifurcation works approximately 2.5 miles down Upper Hanover Canal, manually operated screw type gates. DIVERSION LOCATION Source: Big Horn River SE 1/4 NE 1/4 Section 16, Township 45 N, Range 94, 6th PM, S 24E 39' W, 2285' from NE corner Section 16 CONVEYANCE DESCRIPTION Open dirt canal with screw type individual headgate turnouts. Capacity of 13 c.f.s, approwimately 12 miles long. Numerous pumps along canal, two main pumps lift water into lateral 1 and Lateral 2 of Upper Bluff Irrigation system, total of 644 acres served. WYOMING WATER RIGHTS Priority Date 12/2/193 5/3/196 4/8/197 8/9/197 3/4/1911 3/2/1939 2/16/1948 4/15/1952 7/18/1962 7/31/1962 2/13/ Permit Number 5686 6684 1537E 175E 1768E 2438E 654E 5455E 5611E 6112E 674E 6443E Permit Use Acres 79.7 54. 82.1 1. 6.8 1265. 138.3 4.5 39.7 143. 25.5 Flow(cfs) 39.64.77 1.17 1.42.9 18.7 1.98.58.57 2.4.36 (af) Cumulative Flow(cfs) 39.64 4.41 41.58 43. 43.9 61.16 63.14 63.72 64.29 66.33 66.69 Comments STORAGE RIGHTS Occasional temporary Boysen Reservoir contract on as-needed basis; carries full service Boysen contract water to Upper Bluff Irrigation District. ESTIMATED CANAL LOSSES Varies with time of year, approximately 2% IRRIGATION PRACTICES Conventional flood irrigatoin practices, concrete delivery ditches, considerable use of pipe and sprinklers. CROP TYPES / CONSUMPTIVE USE Alfalfa hay, small grains, sugar beets, corn, lawns and gardens. RETURN FLOWS 1% to Big Horn River, some intercepted by Big Horn Canal OTHER OPERATIONAL INFORMATION Managed by irrigation district board - employs manager and ditch rider. Carries water for Upper Bluff as well. CONTACT INFORMATION Bill Glanz Worland, WY (37)347-373 PHOTO LOG Information collected from files available at Division 3 Office of the State Engineer Office in Riverton, WY, and from the ditch contact person when available. DIVERSION RECORD

Monthly Summary (ac-ft) Discharge (ac-ft) 31,11 1,341 5,282 6,87 6,67 6,56 5,236 2,372 33,537 5,224 6,26 6,476 5,95 6,89 3,537 28,92 5,318 6,33 6,349 5,919 4,23 31,72 5,3 6,39 6,337 5,841 5,764 2,438 3,329 4,12 4,877 5,944 6,292 6,71 2,44 33,9 6,244 7,69 7,648 6,198 4,68 1,862 34,655 6,48 6,96 7,329 6,795 6,141 1,436 31,338 5,225 6,565 6,793 6,73 6,323 359 198 4, 7,33 7,55 7,6 6,78 5,96 6,31 37,63 5,889 6,966 7,533 6,8 6,841 3,376 33,34 5,58 6,6 7,63 6,8 5,82 1,45 36, 5,56 7,51 7,91 7,51 6,2 1,76 33,98 4,8 5,8 6,74 7,28 6,93 3,15 33,42 4,58 6,65 7,44 6,24 6,6 2,45 33,55 4,62 7,21 7,6 5,2 6,7 2,94 32,45 4,92 5, 6,96 5,7 5,79 3,9 3,77 4,57 5,7 6,66 6,79 5,48 1,57 1 32,34 4,58 6,86 7,21 6,45 5,2 2,22 3,38 4,11 5,77 5,83 5,3 6,41 2,96 28,87 4,35 6,55 6,33 5,47 3,92 2,25 28,86 2,72 5,56 5,84 5,76 5,98 3, 3,61 5,43 6,1 6,58 5,74 5,83 1,2 32,76 5,7 6,83 6,86 5,67 5,72 1,98 3,6 4,65 6,7 7,4 6,1 5,56 82 31,36 4,88 5,67 6,55 6,3 4,89 3,7 32,62 3,63 5,38 6,61 6,48 4,89 5,63 2 29,92 3,85 6,2 6,37 6,49 6,11 1,8 21 32,483 1,341 4,945 6,316 6,797 6,222 5,721 2,482 Monthly Summary (cfs) Discharge (cfs) 86 22 89 12 85 4 92 88 12 15 1 59 93 89 13 13 68 87 85 13 13 98 94 41 83 69 79 97 16 19 4 91 15 115 124 14 66 31 95 12 112 119 114 1 24 86 88 17 11 12 13 6 198 113 123 123 115 114 97 16 13 113 123 118 111 57 92 94 124 114 95 24 1 93 122 129 126 98 3 93 69 94 11 122 113 53 92 77 18 121 15 41 92 78 117 115 84 19 49 89 83 97 113 96 94 52 85 77 93 18 114 89 26 1 89 77 112 117 18 82 37 83 69 94 95 89 14 5 79 73 17 13 92 64 38 79 46 9 95 97 97 5 84 91 98 17 96 95 17 9 96 111 112 95 93 33 84 78 12 13 9 14 86 82 92 17 16 8 52 9 61 87 17 19 8 95 2 82 65 98 14 19 18 21 8 22 83 13 111 15 93 42 Notes: Data from SEO Hydrographers Reports, USGS Gage Data and WRDS electronic data. 1 Monthly summaries are summarized from daily data. Missing readings interpolated from readings immediately before 2 and after missing data.

DESCRIPTION AND OPERATION MEMORANDUM FRITZ (AND PFEIFFER) DITCH DIVERSION DESCRIPTION One 6' screwtype sliding metal gate in concrete headwall. DIVERSION LOCATION Source: Big Horn River N 43E 3' W, 142' from the South quarter corner of Section 8, Township 48N, Range 92W, and is in the SE 1/4 SW 1/4 Section 8. CONVEYANCE DESCRIPTION Open dirt ditch approximately 8.5 miles long delivering water to approximately 12 acres and 7 users. Ditch capacity is approximately 3 c.f.s. Includes all water for original Pfeiffer ditch water rights. WYOMING WATER RIGHTS Priority Date 1/1/1888 9/29/1896 7/9/194 11/1/195 4/5/1 4/1/1911 11/22/1912 Permit Number Terr. 1365 1225E 1457E 232E 2443E 25E Permit Use Acres 178. 595. 11. 12. 22. 7. 65. Flow(cfs) 2.54 8.48 1.57 1.71.31 1..93 (af) Cumulative Flow(cfs) 2.54 11.2 12.59 14.3 14.61 15.61 16.54 Comments STORAGE RIGHTS None ESTIMATED CANAL LOSSES Varies with time of year; estimated 3-35% at peak. IRRIGATION PRACTICES Conventional flood irrigation practices, enhanced by lined delivery ditches and irrigation pipe. Some sprinklers. CROP TYPES / CONSUMPTIVE USE Alfalfa hay, small grains, pasture, row crops, lawns and gardens. RETURN FLOWS Moderate all to Big Horn River. OTHER OPERATIONAL INFORMATION CONTACT INFORMATION Milton Woods Worland, WY (37)347-8761 PHOTO LOG Information collected from files available at Division 3 Office of the State Engineer Office in Riverton, WY, and from the ditch contact person when available. DIVERSION RECORD

DESCRIPTION AND OPERATION MEMORANDUM HIGHLAND HANOVER CANAL DIVERSION DESCRIPTION Two sets of pumps lift water out of Upper Hanover for delivery into mains of Highland Canal. Capacity of carrier canal 7 c.f.s. DIVERSION LOCATION Source: Bighorn River via Upper Hanover Canal Pump No. 1 - Lot 2 Section, Township 46N, Range 93W. Pump No. 2 - Tract 75B, Section 26, Township 46N, Range 93N. CONVEYANCE DESCRIPTION 1441 feet of pipe from Pump No. 1 to main canal No. 1, then dumps into open ditch and serves 859 acres. 1537 feet of pipe in two segments from Pump No. 2 to main canal No. 2 dumping into open ditch to serve 5728 acres, Main Canal No.1 is 2.5 miles long; Main Canal No.2 is 12 miles long with 4.5 miles of laterals. WYOMING WATER RIGHTS Priority Date 8/5/1939 3/25/1957 Permit Number 625E 626E Permit Use Dom.,,Stk. Dom.,,Stk. Acres 4371.9 1123. Flow(cfs) 62.5 16.4 (af) Cumulative Flow(cfs) 62.5 78.54 Comments STORAGE RIGHTS Boysen Reservoir - Contract for full supply, no specific quantity. ESTIMATED CANAL LOSSES Varies with time of year Est. 2% at peak IRRIGATION PRACTICES 6,415 irrigated acres with 5 users, some sprinklers, remainder flood methods, considerable pipe. CROP TYPES / CONSUMPTIVE USE Alfalfa hay, small grains, sugar beets, corn, beans, lawns and gardens. RETURN FLOWS Some to Upper Hanover Canal, some to Big Horn River via Nowater Creek, some via Slick Creek. OTHER OPERATIONAL INFORMATION Managed by irrigation board, employs canal manager and ditch rider. CONTACT INFORMATION Ron Weir Worland, WY (37)347-8911 PHOTO LOG Information collected from files available at Division 3 Office of the State Engineer Office in Riverton, WY, and from the ditch contact person when available. DIVERSION RECORD

Monthly Summary (ac-ft) Discharge (ac-ft) 198 1 2 21 1,71 46 42 2,46 2,84 1,9 1,283 5,8 4, 5,1 4,61 3,9 4,97 6,28 4,951 5,26 5,33 3,11 5,47 6,64 6,715 7,51 5,719 7,21 7,71 6,53 7,64 8,61 7,29 7,66 7,521 6,73 5,54 5,78 7,87 8,5 7,15 7,75 6,981 3,14 1,4 3,17 5,31 6,36 3,92 4,37 3,953 29,85 23,98 24,15 31,32 36,2 32,885 34,66 3,49 Monthly Summary (cfs) Discharge (cfs) 198 1 29 94 88 117 19 53 82 65 9 125 9 24 66 8 83 52 16 94 53 66 7 75 92 124 128 89 86 41 63 112 14 131 17 2 48 81 113 119 116 66 9 21 18 12 126 125 126 73 95 Notes: 22 81 96 122 114 66 83 1 Data from SEO Hydrographers Reports, USGS Gage Data and WRDS electronic data. 2 Monthly summaries are summarized from daily data. Missing readings interpolated from readings immediately before and after missing data.

DESCRIPTION AND OPERATION MEMORANDUM USGS ID 4318 F2 USGS Name Thermopolis, Kirby KIRBY CANAL DIVERSION DESCRIPTION Manually operated sliding gate in concrete headwall, rock diversion dam. DIVERSION LOCATION Source: Big Horn River Section 19, Township 43, Range 94 CONVEYANCE DESCRIPTION Open dirt ditch canal 9.5 miles long, screw type headgates deliver to main laterals and individual fields. Approximately 45 canal turnouts serve approximately 2 users on around 286 acres. Approximately 9 feet of main canal is concrete lined. Ditch capacity ~ 115 c.f.s. including Warm Springs and Walter Ditch Rights. WYOMING WATER RIGHTS Priority Date 3/31/1892 9/8/1894 1/1/1896 4/19/194 7/19/194 9/3/1 1/24/191 7/21/1913 7/7/1949 4/18/1952 12/11/1972 Permit Number 255 84E 1322 62 1241E 21E 2198E 2833E 5479E 5618E 6448E Permit Use Acres 29. 35. 24. 1687.12 146. 6. 15.2 198. 1. 76.5 21. Flow(cfs) 2. 5. 2.91 19.9 2.8.9.22 2.83 1.42 SS.3 (af) Cumulative Flow(cfs) 2. 7. 1.9 29. 32.7 32.16 32.38 35.21 36.63 36.93 Comments STORAGE RIGHTS Occasional temporary contract for Boysen Reservoir storage. ESTIMATED CANAL LOSSES Varies with time of year, 2-25% at peak. IRRIGATION PRACTICES Conventional flood irrigation practices through dirt delivery laterals, some gated pipe, some sprinklers. CROP TYPES / CONSUMPTIVE USE Pasture, alfalfa hay, grass hay, small grain, corn, lawn and gardens. RETURN FLOWS 1% to Bighorn River, some directly, some through constructed drains, some via Kirby Creek OTHER OPERATIONAL INFORMATION Mangement by canal company board, company manager and ditch rider. CONTACT INFORMATION Tom Linnan Thermopolis, WY (37)864-2919 PHOTO LOG Information collected from files available at Division 3 Office of the State Engineer Office in Riverton, WY, and from the ditch contact person when available. DIVERSION RECORD

Data from SEO Hydrographers Reports, USGS Gage Data and WRDS electronic data. Monthly summaries are summarized from daily data. Missing readings interpolated from readings immediately before and after missing data. Monthly Summary (ac-ft) Discharge (ac-ft) 1,711 119 2,221 2,598 2,3 3,564 17,784 3,598 4,62 4,651 3,35 1,583 13,839 4,296 3,342 3,967 2,233 1,28 1,154 2,959 3,39 2,426 72 8,382 1,444 16 2,13 2,844 1,948 12,2 2,168 3,775 4,34 1,962 63 14,219 28 2,471 4,54 3,763 3,269 662 11,284 938 2,87 3,255 2,888 1,396 198 16,4 2,35 3,43 4,41 3,3 2,42 4 18,542 1,224 3,475 6,141 4,6 3,426 2,676 3, 4,8 3,37 4,84 4,88 236 19,15 3,83 3,5 4,7 4,84 2,28 25,66 5,21 5,49 5,16 4,87 4,48 45 24,562 4,63 4,86 5,34 5,12 3,68 932 19,58 4,24 4,9 4,73 5,71 2,42 2,84 3,73 4,59 4,14 5,12 25,67 4,69 4,79 4,65 4,3 5,29 1,95 22,74 3,14 4,54 4,19 4, 5,25 63 1 23,29 4,77 4,94 5,3 4,86 3,42 16,92 3,7 3,29 3,44 3,17 3,64 31 21,5 4,81 3,71 4,76 5,29 2,93 18,45 1,9 3,63 4,33 4,22 3,92 45 19,23 2, 3,46 4,49 4,41 3,71 17 23,29 4,4 4,76 5,8 5,1 3,59 2,83 4,29 4,1 4,66 4,44 3,43 2,89 4,32 4,56 4,75 4,18 3,8 14,6 2,57 2,94 2,89 3,37 2,83 15,47 2,51 4,6 2,68 3, 2,29 93 2 13,83 1,773 3,378 3,429 1,948 2,555 21 18,186 2 2,983 3,76 4,177 3,85 3,122 294 Monthly Summary (cfs) Discharge (cfs) 44 2 37 42 38 6 59 6 75 76 56 26 57 72 54 65 38 34 19 48 49 41 11 28 24 35 48 32 39 36 61 66 33 1 39 5 42 66 61 55 11 31 16 46 53 49 23 198 44 39 56 72 51 39 7 51 21 57 1 72 56 57 55 66 55 81 79 4 53 64 57 76 81 37 71 88 89 84 82 73 8 68 78 79 87 86 6 16 53 69 8 79 93 56 48 61 75 7 83 71 79 78 76 72 86 33 62 53 74 68 84 85 11 1 64 8 8 86 82 56 46 52 54 56 53 59 5 59 81 6 77 89 48 51 32 59 7 71 64 8 53 5 56 73 74 6 3 64 68 77 94 86 58 57 72 65 76 75 56 57 73 74 77 7 5 4 43 48 47 57 46 43 42 66 44 5 37 16 2 43 3 55 56 33 42 21 43 3 5 61 68 65 51 5 Notes: 1 2

USGS Name Rairden, Worland, Banjo Flats West DIVERSION DESCRIPTION DESCRIPTION AND OPERATION MEMORANDUM LOWER HANOVER CANAL Concrete coffer dam, manually operated sliding steel gates, spill gate about 1 mile downstream. DIVERSION LOCATION Source: Big Horn River SE 1/4 NW 1/4 Section 15, Township 46 N, Range 93 W CONVEYANCE DESCRIPTION Open earthen canal approximately 22 miles long runs directly through town of Worland, serves 13,685 acres and approximately 15 users. WYOMING WATER RIGHTS Priority Date 1/26/194 Permit Number 6287 Permit Use,Dom.,Stk. Acres 8578.17 Flow(cfs) 181.8 (af) Cumulative Flow(cfs) 181.8 Comments STORAGE RIGHTS Opportunity for temporary Boysen contract on as-needed basis, no long term contract. ESTIMATED CANAL LOSSES Approximately 15% IRRIGATION PRACTICES Conventional flood irrigation practices, some concrete delivery ditches, some buried pipe, gated pipe, few sprinklers, numerous pumps. CROP TYPES / CONSUMPTIVE USE Alfalfa hay, pasture, sugar beets, corn, small grains, lawns and gardens. RETURN FLOWS 1% to Big Horn River, directly and through constructed drains, and via Slick Creek. OTHER OPERATIONAL INFORMATION Managed by a formal ditch association; employs manager and ditch riders, recieves some return flows from Upper Hanover Canal. CONTACT INFORMATION Terry Glanz P.O. Box 885 Worland, WY 8241 (37)347-3134 PHOTO LOG Information collected from files available at Division 3 Office of the State Engineer Office in Riverton, WY, and from the ditch contact person when available. DIVERSION RECORD

Monthly Summary (ac-ft) Discharge (ac-ft) 42,12 6,432 8,717 8,711 7,44 8,176 2,547 8 8 8 48,744 6,611 1,437 11,667 8,428 8,87 3,515 41,472 7,7 1,772 11,82 9,59 2,112 47,853 5,8 9,2 11,976 9,156 9,618 2,598 46,134 6,22 9,334 9,394 9,558 9,437 2,388 36,347 6,23 9,314 11,173 8,557 1,73 45,516 571 6,446 9,461 11,588 9,316 7,634 1,71 5,37 7,68 9,9 12,367 1,554 9,13 379 198 47,55 5,13 9,16 1,6 9,7 8,9 5,23 44,665 4, 8,69 1,15 7,2 9,15 3,693 42,35 4,97 7,61 11,6 8,36 7,69 2,66 44,2 5,62 9,26 1,18 8,45 7,97 2,54 47,86 5,6 8,96 1,8 9,52 9,24 4,46 5,48 4,2 9,8 11,1 1,34 8,64 6,4 5,37 5,39 9,44 11,53 9,39 9,56 5,6 54,8 6,63 1,64 12,22 1,75 9,98 4,58 1 45, 3,82 8,58 11,6 8,63 8,18 4,73 45,19 4,78 9,11 7,72 7,49 1,23 5,86 43,14 5,49 8,67 9,54 8,34 7,6 3,5 52,58 5,36 1,1 1,22 11,71 1,39 4,8 49,97 6,66 11,59 11,5 8, 6,88 4,35 47,61 5,72 9,67 11,7 9,35 8,2 2,97 52,96 8,4 9,92 11,74 9,23 8,89 5,14 49,5 6,96 9,78 11,77 9,36 9,85 1,78 55,17 5,96 11,17 12,81 12,7 7,3 6,13 6,42 7,21 9,93 11,56 12,5 9,59 9,63 2 56,2 7,92 1,89 11,62 11,37 1,61 3,61 21 48,384 571 6,16 9,636 1,974 9,459 8,291 3,985 8 8 8 Monthly Summary (cfs) Discharge (cfs) 77 18 142 142 124 133 43 134 111 17 19 142 132 59 137 122 175 192 16 34 131 89 15 195 154 156 44 1 11 152 153 161 153 4 12 15 151 182 144 17 125 9 18 154 188 157 124 18 137 129 161 21 177 148 6 198 131 86 149 164 152 145 88 123 84 141 165 134 149 62 116 84 124 18 14 125 45 121 94 151 166 142 13 43 131 94 146 164 16 15 75 139 71 159 181 174 141 18 138 91 154 188 158 155 85 151 111 173 1 181 162 77 1 124 64 14 18 145 133 79 124 8 148 126 126 166 98 118 92 141 155 14 124 59 144 9 164 166 197 169 81 137 112 188 187 151 112 73 131 96 157 19 157 133 5 146 135 161 191 155 145 86 136 117 159 191 157 16 3 152 1 182 28 23 114 13 166 121 161 188 21 156 162 2 154 133 177 189 191 173 61 21 81 9 11 157 178 159 135 67 Notes: Data from SEO Hydrographers Reports, USGS Gage Data and WRDS electronic data. 1 Monthly summaries are summarized from daily data. Missing readings interpolated from readings immediately before 2 and after missing data.

DIVERSION DESCRIPTION DESCRIPTION AND OPERATION MEMORANDUM LOWER AND UPPER LUCERNE (ENL. CYCLONE, LUCERNE PUMPS 1&2, LUCERNE PUMPS 3 & 4) Four 2 c.f.s. pumps out of Enlarged Cyclone ditch lift water into concrete lined canal rock diversion dam in Bighorn River. DIVERSION LOCATION Source: Bighorn River SW 1/4 NE 1/4 Section 18, Township 43 N, Range 94 W, 6th PM CONVEYANCE DESCRIPTION Two trapezoidal concrete lined canal turning into open dirt ditches. One runs 6.5 miles to the end of ditch, and the other runs 2 1/2 miles in the line of the old Dempsey Canal to end. Serves 1753 acres. WYOMING WATER RIGHTS Priority Date 3/18/1935 3/25/1957 Permit Number 539E 655E Permit Use Dom.,,Stk. Acres 2364.6 3311.9 Flow(cfs) S.S. 7.34 (af) Cumulative Flow(cfs) 7.34 Comments STORAGE RIGHTS Full supply contract from Boysen Reservoir. Exchange storage from Anchor Reservoir. ESTIMATED CANAL LOSSES Varies with time of year Est. 2% at peak IRRIGATION PRACTICES Conventional flood irrigation practices through open laterals, some buried pipe, some gated pipe, few small sprinklers. CROP TYPES / CONSUMPTIVE USE Hay, pasture, corn, small grains, lawns and gardens. RETURN FLOWS 1% to Bighorn River, some directly, some via Owl Creek. OTHER OPERATIONAL INFORMATION Managed by formal irrigation district (Lucerne Pumps Irrigation District) as somewhat of a sub district to Owl Creek Irrigation District. Employs pumper/manager and ditch rider. CONTACT INFORMATION Merlin Heinze Thermopolis, WY (37)864-315 PHOTO LOG Information collected from files available at Division 3 Office of the State Engineer Office in Riverton, WY, and from the ditch contact person when available. DIVERSION RECORD

Lower Lucerne Monthly Summary (ac-ft) Discharge (ac-ft) 198 1 2 21 391 126 41 7 15 7 2,16 266 224 2,43 2,47 1,52 2,1 1,68 1,3 2,31 1,11 2,72 97 2,2 1,68 1,98 1,34 2,32 3,9 1,912 2,32 2,1 3,12 2,16 2,71 2,49 2,1 1,7 3,18 1,75 2,88 2,84 2,23 2,9 2,21 3,25 2,42 2,65 2,1 2,96 2,58 2,97 3,9 2,46 2,47 3,13 3,5 3,45 3,3 2, 2,75 2,91 3,1 2,849 1,56 1,91 2,18 2,24 2,79 2,62 1,93 1,81 2,55 2,77 3,32 1,95 2,31 2,24 2,89 2,916 2,374 75 1,41 1,8 1,74 1,94 1,63 1,42 1,56 1,48 1,36 1,8 1,97 1,47 1,37 1,35 1,57 1,43 9,426 1,26 1,86 11,14 12,16 1,86 1,28 8,65 13,13 9,9 12,75 11,47 1,98 9,79 13,786 13,724 11,183 Monthly Summary (cfs) Discharge (cfs) 198 7 4 39 43 25 1 26 2 4 34 34 31 24 25 52 48 35 18 3 7 33 36 42 36 29 31 1 1 46 48 45 33 33 17 42 5 43 3 3 38 34 4 31 24 28 18 29 4 29 26 24 1 44 53 51 41 25 36 16 29 5 45 23 33 48 56 54 18 35 48 49 32 33 32 32 37 49 38 25 3 22 35 45 36 23 2 35 38 37 47 47 23 38 21 4 49 51 49 47 25 38 Notes: 4 31 41 46 39 24 31 1 Data from SEO Hydrographers Reports, USGS Gage Data and WRDS electronic data. 2 Monthly summaries are summarized from daily data. Missing readings interpolated from readings immediately before and after missing data. Lucerne pumps 1&2 Monthly Summary (ac-ft) Discharge (ac-ft)

198 1 2 21 742 571 141 242 865 1,864 738 1, 2,295 31 534 78 1,839 2,1 1,224 2,63 1,825 1,17 928 2,174 1,226 2,317 1,615 1,474 2,63 1,736 2,46 2,38 1,678 2,89 2,1 1,579 2,456 2,17 2,85 2, 2,11 2,46 2,38 1,678 1,357 1,638 1,168 2,12 1,624 2,183 2,2 1,861 555 1,23 1,17 678 817 825 823 238 597 3 72 8,42 9,679 6,37 6,52 9,937 5,671 8,232 6,22 8,319 9,77 7,885 Monthly Summary (cfs) Discharge (cfs) 14 35 4 4 9 28 3 31 39 39 21 32 12 19 19 21 16 16 34 22 11 2 12 37 37 37 14 1 5 21 26 19 14 16 9 39 4 34 14 23 198 12 33 26 4 17 2 3 25 34 36 1 23 1 2 21 34 44 33 33 5 25 Notes: 4 2 29 34 3 12 22 1 Data from SEO Hydrographers Reports, USGS Gage Data and WRDS electronic data. 2 Monthly summaries are summarized from daily data. Missing readings interpolated from readings immediately before and after missing data. Lucerne pumps 3&4 Monthly Summary (ac-ft) Discharge (ac-ft) 635 1,974 2,34 1,626 476 7,51

198 1 2 21 49 88 2,221 714 1,892 347 468 988 2,318 2,41 1,333 1,94 1,19 1,428 1,517 1,55 1,722 2,152 2,68 1,786 2,34 2,38 2,71 2,83 2,28 1,779 2,194 2,44 2,24 2,42 2,38 1,5 1,928 1,874 1,446 2,63 2,46 1,966 436 1,23 1,285 6 71 298 974 397 756 9,322 7,894 8,176 7,9 6,765 6,233 9,789 1,387 8,144 Monthly Summary (cfs) Discharge (cfs) 1 33 38 26 8 23 36 32 38 39 7 31 12 2 39 39 21 26 31 24 34 24 22 7 6 25 34 31 17 2 8 25 36 3 12 19 198 16 29 29 24 5 17 1 38 36 36 34 16 1 2 21 39 45 4 4 7 28 Notes: 2 22 3 36 32 13 22 1 Data from SEO Hydrographers Reports, USGS Gage Data and WRDS electronic data. 2 Monthly summaries are summarized from daily data. Missing readings interpolated from readings immediately before and after missing data. Lucerne pumps 1-4 Monthly Summary (ac-ft) Discharge (ac-ft)

198 1 2 21 48 24 1,92 1,74 1,83 2,47 2,91 2,69 4,67 4,89 4,78 3,44 4,42 3,93 1,77 3,7 2,42 14,678 17,3 15,854 Monthly Summary (cfs) Discharge (cfs) 198 7 31 42 76 56 3 4 1 2 21 28 49 8 72 52 47 Notes: 3 3 45 78 64 41 43 1 Data from SEO Hydrographers Reports, USGS Gage Data and WRDS electronic data. 2 Monthly summaries are summarized from daily data. Missing readings interpolated from readings immediately before and after missing data. Upper Lucerne Monthly Summary (ac-ft) Discharge (ac-ft)

198 11,126 1,63 2,44 2,44 2,29 2,8 246 9,323 1,36 1,63 2,184 1,79 2,26 12,366 2,69 2,56 2,48 2,6 1,55 486 1,96 2,11 2,31 2,33 2,17 2,1 3 1,58 1,62 2,36 2,51 2,32 1,73 4 1 8,68 1,6 2,38 2,58 1,16 96 9,9 1,86 2,12 1,86 1,88 2,18 9,51 2,39 2,3 1,97 1,64 1,21 1,71 2,2 2,9 2,48 2,17 1,91 4 8,7 1,91 2,26 1,93 1,25 1,35 1,93 1,49 2,58 2,64 2,47 1,75 9,47 1,89 1,6 2,29 2,38 1,31 9,36 1,55 2,2 2,44 1,86 1,31 8,43 1,11 2,56 2,25 1, 52 12,134 1,34 1,89 2,42 2,28 2,52 1,684 2 1,646 1,7 2,414 2,448 2,154 2,28 145 21 1,177 1,74 2,231 2,328 2,25 1,679 173 Monthly Summary (cfs) Discharge (cfs) 198 31 4 4 38 34 4 26 23 36 3 37 2 34 45 42 4 44 25 8 3 35 38 38 36 33 1 29 38 41 39 28 1 1 24 39 42 19 16 31 34 3 32 35 26 4 37 32 28 2 29 34 34 4 36 31 1 24 32 37 31 21 22 3 25 42 43 42 28 26 32 26 37 4 21 26 26 36 4 31 21 23 19 42 37 33 8 33 23 31 39 38 41 28 2 29 21 39 4 36 36 2 21 28 29 36 38 34 3 Notes: Data from SEO Hydrographers Reports, USGS Gage Data and WRDS electronic data. 1 Monthly summaries are summarized from daily data. Missing readings interpolated from readings immediately before and 2 after missing data.

DESCRIPTION AND OPERATION MEMORANDUM TILLARD CANAL DIVERSION DESCRIPTION 8'x16' concrete pump gallery with two pumps lifting water from the Big Horn River into the canal. One pump is a 16" centrifugal with a 75 HP motor, and the other is a 12" centrifugal with a 4 HP motor. DIVERSION LOCATION Source: Big Horn River N 87E 28' W, 2462' from corner 2 of Lot 53, R.S., Township 51N, Range 93W, and is in Lot 53. CONVEYANCE DESCRIPTION Open earthen canal approximately 6 1/2 miles long delivering water to approximately 185 acres and 15 users. Canal capacity is approximately 4 c.f.s. WYOMING WATER RIGHTS Priority Date 1/14/1896 6/2/1913 Permit Number 1444 284E Permit Use Acres 1626.76 52.57 Flow(cfs) 23.21.75 (af) Cumulative Flow(cfs) 23.21 23.96 Comments STORAGE RIGHTS None ESTIMATED CANAL LOSSES Varies with time of year; estimated 3-35% at peak. IRRIGATION PRACTICES Conventional flood irrigation practices enhanced by lined delivery ditches, and irrigation pipe. Some use of sprinklers. CROP TYPES / CONSUMPTIVE USE Alfalfa hay, pasture, small grain, corn, lawns and gardens. RETURN FLOWS Minimal; all to Big Horn River OTHER OPERATIONAL INFORMATION CONTACT INFORMATION Frank Stulc (Tillard Canal Company) Basin, WY (37) 568-2849 PHOTO LOG Information collected from files available at Division 3 Office of the State Engineer Office in Riverton, WY, and from the ditch contact person when available. DIVERSION RECORD

DESCRIPTION AND OPERATION MEMORANDUM UPPER HANOVER CANAL USGS ID 4417 B7, 4318 H2 USGS Name Worland, Banjo Flats West, Neiber, McDermotts Butte Kirby, Chimney Gulch, Rairden, Cedar Mountain DIVERSION DESCRIPTION Sliding steel gates in concrete headwall. DIVERSION LOCATION Source: Big Horn River NE 1/4 SE 1/4 Section 19, Township 45N, Range 94W, 6th PM, S 13E 5', W 396' from NE corner Section 19 CONVEYANCE DESCRIPTION Open dirt canal 35 miles long serving approximately 13,2 acres. Screw type headgates deliver water to numerous laterals and sublaterals along entire length. Canal is a common carrier for Bluff and Upper Bluff Canal water for first 2.5 miles, and for Highland Hanover Canal water for first 4+ miles. Approximately 17 turnouts, 3 check structures, 25 pumps. Capacity ~ 58 c.f.s. WYOMING WATER RIGHTS Priority Date Permit Number 4/9/192 769 11/7/1932 4811E 3/2/1939 654E 8/5/1939 625E 7/18/1962 6112E 7/31/1962 664E 1/16/1963 663E 1/16/1963 664E 1/14/1971 6379E 12/9/1971 647E 12/13/ 6443E 7/9/ 6466E 7/9/ 6467E 8/12/ 6538E 4/19/ 6825E 4/19/ 6826E 2/23/ 7225E STORAGE RIGHTS Permit Use,Dom.,Dom.,Stk.,Dom.,Stk. Supply Acres 13818.91 13.4 1265. 4371.9 39.7 143. 14.5 146.4 35.4 25.5 26.7 3.4 87.6 58.4 18.7 26. Flow(cfs) 356.66.19 18.7 62.5.57 2.4 1.49 2.9.51.36.38.43 1.25.83..37 (af) Cumulative Flow(cfs) 356.66 356.85 374.92 437.42 437. 44.3 441.52 443.61 444.12 444.48 444.86 445.29 446.54 447.37 447.64 448.1 Comments Boysen Reservoir - 73 acre feet permanent annual contract. ESTIMATED CANAL LOSSES Varies with time of year, 2-3% at peak IRRIGATION PRACTICES Primarily conventional flood irrigation practices some concrete lined delivery ditches, some sprinklers, some gated pipe. CROP TYPES / CONSUMPTIVE USE Pasture, alfalfa hay, small grains, sugar beets, beans, corn, lawn and gardens, golf course. RETURN FLOWS Some directly into the Bighorn River via constructed drains, some via Nowater Creek, some via Slick Creek, and some return flows intercepted by Lower Hanover Canal. OTHER OPERATIONAL INFORMATION Managed by Irrigation district board, district manager and employed ditch riders. Carrier for Highland Hanover, Bluff, Upper Bluff, and Worland Municipal Golf Course water.

CONTACT INFORMATION Terry Glanz P.O. Box 965 Worland, WY (37) 347-3134 PHOTO LOG Information collected from files available at Division 3 Office of the State Engineer Office in Riverton, WY, and from the ditch contact person when available. DIVERSION RECORD Monthly Summary (ac-ft) Discharge (ac-ft) 142,596 5,855 22,82 28,8 29,718 28,774 24,248 8,55 155,837 25,2 31,285 32,22 26,459 26,93 14,598 132,68 26,783 28,88 29,633 26,469 2,987 144,77 26,57,362 28,249,225 24,393 1,342 13,141 21,987 23,141 24,754 25,19 26,35 8,936 125,65 24,58 26,489 29,944 23,49 14,495 7,129 136,83 7,573 24,974,233 28,68 26,364 24,28 5,371 135,829 22,98 28,725 29,875,55 26,45 1,626 198 163,79,78 28,26 28,4,65 26,15 25,55 145,122 24,22 28,88 3,32,66,72 6,322 147,63 22,35 25,98 32,81 3,39 25,86 1,24 151,18 22,43 29,29 32,43 3,46,61 8,96 146,4 18,77 26,58 3,49 29,74 28,78 12,4 163,13 22,69 31,21 33,43 31,37,67 16,76 142,97 2,17 28,26 3,16 22,5 29,42 12,46 146,58 21,73 26,87 32,42 26,91 25,73 12,92 151,52 23,85 26,46 31,12 31,54 26,54 12,1 1 155,8 2,47 3,7 32,76 3,68,87 13,32 14,9 14,74 2,24 19,6 19,47 21,82 9,3 146,75 26,62 3,35 32,47,69 21,24 8,38 146,2 15, 26,52,52 29,9 3,3 16,78 147,74 23,28 29,91 33,44 28,36 21,96 1,79 149,31 23,32 29,12 33, 29,23,16 7,21 158,2 25,13 3,74 32,71 25,9 29,39 14,15 152,25 25,54 29,55 33,2 3,5 29,26 4,65 161,75 23,38 29,59 32,69 31,93 24,41 19,75 153,81 18,78 26,94 32,8 3,38 22,31 23,32 2 138,37 19,38 26,74 29,49 28,65 26,86 7,25 21 146,2 6,714 22,654 28,8 3,493,94 25,537 11,45 Monthly Summary (cfs) Discharge (cfs) 392 95 383 472 483 484 394 135 428 423 59 524 445 424 245 437 45 469 482 445 341 396 445 445 459 458 397 174 358 369 376 43 42 428 15 345 44 431 487 395 236 12 376 123 42 443 465 443 395 9 373 371 467 486 455 43 198 451 467 46 462 465 425 429 3 47 47 493 465 451 16 46 376 423 534 511 421 172 415 377 476 5 512 449 151 42 315 432 496 5 468 22 449 381 58 544 5 45 282 393 339 46 49 378 478 29 43 365 437 5 452 418 217 417 41 43 56 53 432 22 1 428 344 4 533 516 453 224 288 248 329 319 3 355 152 43 447 494 528 465 345 141 41 257 431 448 52 488 282

2 21 Notes: 1 2 181 121 238 78 332 392 122 192 357 442 478 476 397 363 437 415 477 491 435 55 537 511 481 469 Data from SEO Hydrographers Reports, USGS Gage Data and WRDS electronic data. Monthly summaries are summarized from daily data. Missing readings interpolated from readings immediately before and after missing data. 544 541 532 54 532 522 48 496 486 474 5 481 481 438 435 456 391 392 422 429 393 316 326 381 19 46 41 434 418 445 423 38 36