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

Transcription

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

2 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// /3/ /22/ E 4/15/ E 1/6/ E 2// E 3// E 8/1/ 686E 2/1/ 4343E STORAGE RIGHTS Permit Use,Dom.,Dom.,Stk.,Dom.,Dom. Acres Flow(cfs) (af) Cumulative Flow(cfs) 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) 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

3 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, ,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, ,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, ,282 22,183 24,42 28,213 25,4 24, ,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, ,59 17,7 22,1,21,67,64 11, ,849 5,123 22,752,433 3,19 26,881 25,521 12,71 Monthly Summary (cfs) Discharge (cfs) 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.

4 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 E 175E 1768E 2438E 654E 5455E 5611E 6112E 674E 6443E Permit Use Acres Flow(cfs) (af) Cumulative Flow(cfs) 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) 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

5 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, , 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, ,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, ,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, ,92 3,85 6,2 6,37 6,49 6,11 1, ,483 1,341 4,945 6,316 6,797 6,222 5,721 2,482 Monthly Summary (cfs) Discharge (cfs) 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.

6 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/ /22/1912 Permit Number Terr E 1457E 232E 2443E 25E Permit Use Acres Flow(cfs) (af) Cumulative Flow(cfs) 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) 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

7 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 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 Flow(cfs) (af) Cumulative Flow(cfs) 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) 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

8 Monthly Summary (ac-ft) Discharge (ac-ft) , ,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) Notes: 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.

9 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/ /11/1972 Permit Number E E 21E 2198E 2833E 5479E 5618E 6448E Permit Use Acres Flow(cfs) SS.3 (af) Cumulative Flow(cfs) 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) 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

10 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, ,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, ,382 1, ,13 2,844 1,948 12,2 2,168 3,775 4,34 1, , ,471 4,54 3,763 3, , ,87 3,255 2,888 1, ,4 2,35 3,43 4,41 3,3 2, ,542 1,224 3,475 6,141 4,6 3,426 2,676 3, 4,8 3,37 4,84 4, ,15 3,83 3,5 4,7 4,84 2,28 25,66 5,21 5,49 5,16 4,87 4, ,562 4,63 4,86 5,34 5,12 3, ,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, ,29 4,77 4,94 5,3 4,86 3,42 16,92 3,7 3,29 3,44 3,17 3, ,5 4,81 3,71 4,76 5,29 2,93 18,45 1,9 3,63 4,33 4,22 3, ,23 2, 3,46 4,49 4,41 3, ,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, ,83 1,773 3,378 3,429 1,948 2, , ,983 3,76 4,177 3,85 3, Monthly Summary (cfs) Discharge (cfs) Notes: 1 2

11 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 Flow(cfs) (af) Cumulative Flow(cfs) 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) 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

12 Monthly Summary (ac-ft) Discharge (ac-ft) 42,12 6,432 8,717 8,711 7,44 8,176 2, ,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, ,446 9,461 11,588 9,316 7,634 1,71 5,37 7,68 9,9 12,367 1,554 9, ,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, , 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, ,2 7,92 1,89 11,62 11,37 1,61 3, , ,16 9,636 1,974 9,459 8,291 3, Monthly Summary (cfs) Discharge (cfs) 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.

13 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 Flow(cfs) S.S (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) 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

14 Lower Lucerne Monthly Summary (ac-ft) Discharge (ac-ft) , ,43 2,47 1,52 2,1 1,68 1,3 2,31 1,11 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, ,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) Notes: 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)

15 , , 2, ,839 2,1 1,224 2,63 1,825 1, ,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, ,23 1, ,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) Notes: 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, ,51

16 , , ,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, ,23 1, ,322 7,894 8,176 7,9 6,765 6,233 9,789 1,387 8,144 Monthly Summary (cfs) Discharge (cfs) Notes: 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)

17 ,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) Notes: 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)

18 198 11,126 1,63 2,44 2,44 2,29 2, ,323 1,36 1,63 2,184 1,79 2,26 12,366 2,69 2,56 2,48 2,6 1, ,96 2,11 2,31 2,33 2,17 2,1 3 1,58 1,62 2,36 2,51 2,32 1, ,68 1,6 2,38 2,58 1, ,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, ,646 1,7 2,414 2,448 2,154 2, ,177 1,74 2,231 2,328 2,25 1, Monthly Summary (cfs) Discharge (cfs) 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.

19 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 E Permit Use Acres Flow(cfs) (af) Cumulative Flow(cfs) 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) 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

20 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/ /7/ E 3/2/ E 8/5/ E 7/18/ E 7/31/ E 1/16/ E 1/16/ E 1/14/ E 12/9/ E 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 Flow(cfs) (af) Cumulative Flow(cfs) 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.

21 CONTACT INFORMATION Terry Glanz P.O. Box 965 Worland, WY (37) 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, ,68 26,783 28,88 29,633 26,469 2, ,77 26,57,362 28,249,225 24,393 1,342 13,141 21,987 23,141 24,754 25,19 26,35 8, ,65 24,58 26,489 29,944 23,49 14,495 7, ,83 7,573 24,974,233 28,68 26,364 24,28 5, ,829 22,98 28,725 29,875,55 26,45 1, ,79,78 28,26 28,4,65 26,15 25,55 145,122 24,22 28,88 3,32,66,72 6, ,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, ,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, ,37 19,38 26,74 29,49 28,65 26,86 7, ,2 6,714 22,654 28,8 3,493,94 25,537 11,45 Monthly Summary (cfs) Discharge (cfs)

22 2 21 Notes: 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