Wyoming State Water Plan
Wyoming State Water Plan
Wyoming Water Development Office
6920 Yellowtail Rd
Cheyenne, WY 82002
Phone: 307-777-7626
Wyoming Water Development Office
6920 Yellowtail Rd
Cheyenne, WY 82002
Phone: 307-777-7626
Subject: | Irrigation Diversion Operation and Description Memoranda |
Prepared By: | BRS Engineering |
Date: | 2003 |
DESCRIPTION AND OPERATION MEMORANDUM
COOLIDGE CANAL
USGS ID 42108 H3, 43108 A3, 43108 A5, 43108 A4 USGS Name Arapahoe NE, Riverton East, Pavillion SE Riverton West
DIVERSION DESCRIPTION
Sliding steel gates in concrete headwall
DIVERSION LOCATION
Source: Little Wind River
N 2E 17'E, 2554' from the SW corner of Section 36, Township 1N, Range 1W, WRM
CONVEYANCE DESCRIPTION
Open dirt canal approximately 12 miles long, concrete check structures, approximately 12 major laterals, over 100 individual farm turnouts.
WYOMING WATER RIGHTS
Priority Date | Permit Number | Permit Use | Acres | Flow(cfs) | (af) | Cumulative Flow(cfs) | Comments |
7/03/1868 | Wind River Tribes | Irr. | 6897.00 | 30108.87 | |||
7/03/1868 | Walton | Irr. | 1637.25 | 7133.15 | |||
3/18/1905 | 6632 | Irr. | 1078.20 | 15.36 | 15.36 |
STORAGE RIGHTS
Washakie Reservoir
Ray Lake Reservoir
ESTIMATED CANAL LOSSES
Varies with time of year Est. 25% at peak
IRRIGATION PRACTICES
Convential gravity irrigation methods, open dirt sublaterals, some gated pipe, some sprinklers.
CROP TYPES / CONSUMPTIVE USE
Grass hay, alfalfa hay, small grains, ocassional corn, native pasture, gardens and lawns
RETURN FLOWS
100% to Little Wind River, some directly, some via Mill Creek, some via Sharpnose Draw
OTHER OPERATIONAL INFORMATION
BIA Watermaster and ditchriders
CONTACT INFORMATION
U.S. BIA, Irrigation Dept.
Fort Washakie, WY
(307)332-2596
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) |
Year | Discharge (ac-ft) | Total | |||||||||||
Jan | Feb | Mar | Apr | May | Jun | Jul | Aug | Sep | Oct | Nov | Dec | ||
1973 | |||||||||||||
1974 | |||||||||||||
1975 | |||||||||||||
1976 | |||||||||||||
1977 | |||||||||||||
1978 | |||||||||||||
1979 | |||||||||||||
1980 | |||||||||||||
1981 | |||||||||||||
1982 | |||||||||||||
1983 | |||||||||||||
1984 | |||||||||||||
1985 | |||||||||||||
1986 | |||||||||||||
1987 | |||||||||||||
1988 | |||||||||||||
1989 | |||||||||||||
1990 | |||||||||||||
1991 | |||||||||||||
1992 | 0 | 5,770 | 7,890 | 6,610 | 3,920 | 2,750 | 26,940 | ||||||
1993 | |||||||||||||
1994 | |||||||||||||
1995 | |||||||||||||
1996 | |||||||||||||
1997 | |||||||||||||
1998 | |||||||||||||
1999 | |||||||||||||
2000 | |||||||||||||
2001 | |||||||||||||
Total | 0 | 5,770 | 7,890 | 6,610 | 3,920 | 2,750 | 26,940 |
Monthly Summary (cfs) |
Year | Discharge (cfs) | Average | |||||||||||
Jan | Feb | Mar | Apr | May | Jun | Jul | Aug | Sep | Oct | Nov | Dec | ||
1973 | |||||||||||||
1974 | |||||||||||||
1975 | |||||||||||||
1976 | |||||||||||||
1977 | |||||||||||||
1978 | |||||||||||||
1979 | |||||||||||||
1980 | |||||||||||||
1981 | |||||||||||||
1982 | |||||||||||||
1983 | |||||||||||||
1984 | |||||||||||||
1985 | |||||||||||||
1986 | |||||||||||||
1987 | |||||||||||||
1988 | |||||||||||||
1989 | |||||||||||||
1990 | |||||||||||||
1991 | |||||||||||||
1992 | 0 | 94 | 133 | 107 | 64 | 46 | 74 | ||||||
1993 | |||||||||||||
1994 | |||||||||||||
1995 | |||||||||||||
1996 | |||||||||||||
1997 | |||||||||||||
1998 | |||||||||||||
1999 | |||||||||||||
2000 | |||||||||||||
2001 | |||||||||||||
Average | 0 | 94 | 133 | 107 | 64 | 46 | 74 |
Notes: |
|
DESCRIPTION AND OPERATION MEMORANDUM
DOUBLE DITCH
DIVERSION DESCRIPTION
One 3' screwtype rectangular gate covering a 65 foot long buried oval culvert.
DIVERSION LOCATION
Source: Little Wind River
N 65E W, 1573' from the SE corner Section 23, Township 1S, Range 3E, WRM, and is in the SW 1/4 SE 1/4 Section 23.
CONVEYANCE DESCRIPTION
Open dirt ditch 3 3/4 miles long serving approximately 760 acres and one user. Two big electric pumps lift water to permitted lands above ditch. Ditch capacity ~ 25 c.f.s.
WYOMING WATER RIGHTS
Priority Date | Permit Number | Permit Use | Acres | Flow(cfs) | (af) | Cumulative Flow(cfs) | Comments |
12/11/1914 | 13401 | Irr. | 284.90 | 4.08 | 4.08 | ||
12/29/1922 | 4340E | Dom.,Irr.,Stk. | 169.62 | 2.42 | 6.50 | ||
3/30/1978 | 6681E | Irr. | 301.00 | 4.30 | 10.80 |
STORAGE RIGHTS
None
ESTIMATED CANAL LOSSES
Varies with the time of year; estimated 20% at peak.
IRRIGATION PRACTICES
Conventional flood and sideroll sprinkler irrigation practices.
CROP TYPES / CONSUMPTIVE USE
Alfalfa hay, native hay, pasture, occasional small grain.
RETURN FLOWS
Minimal
OTHER OPERATIONAL INFORMATION
Efficiently operated ditch.
CONTACT INFORMATION
Griffin Brothers, Inc.
Riverton, WY
(307) 856-2030
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
LITTLE WIND RIVER DITCH NO. 4
DIVERSION DESCRIPTION
One 3' screwtype sliding rectangular gate in concrete headwall, headgate rebuilt 1997.
DIVERSION LOCATION
Source: Little Wind River
S 40E 30' W, 704' from the center of Section 31, Township 1N, Range 2E, WRM, and is in the NE 1/4 SW 1/4 Section 31.
CONVEYANCE DESCRIPTION
Open dirt ditch 2 1/2 miles long serving 509 acres. Ditch capacity ~ 15 c.f.s.
WYOMING WATER RIGHTS
Priority Date | Permit Number | Permit Use | Acres | Flow(cfs) | (af) | Cumulative Flow(cfs) | Comments |
7/03/1868 | Wind River Tribes | Irr. | 72.80 | 377.76 | |||
5/05/1905 | 6604 | Irr. | 298.14 | 4.26 | 4.26 |
STORAGE RIGHTS
None
ESTIMATED CANAL LOSSES
Varies with the time of year; estimated 30-35% at peak.
IRRIGATION PRACTICES
Conventional flood irrigation methods, some use of gated pipe.
CROP TYPES / CONSUMPTIVE USE
Pasture, yards, hay
RETURN FLOWS
Some to Little Wind River
OTHER OPERATIONAL INFORMATION
CONTACT INFORMATION
Earl Givens | Shoshone and Arapahoe Tribes |
Arapahoe, WY | Ft. Washakie, WY |
(307)856-2190 | (307) 332-3164 |
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
LITTLE WIND RIVER DITCH NO. 5
DIVERSION DESCRIPTION
One 36" pipe in concrete headwall with metal slide.
DIVERSION LOCATION
Source: Little Wind River
S 78E 29' W, 553' from the center of Section 4, Township 1S, Range 2E, WRM, and is in the NE 1/4 SW 1/4 Section 4.
CONVEYANCE DESCRIPTION
Open dirt ditch 3 1/2 miles long serving approximately 300 acres. Ditch capacity ~ 14 c.f.s.
WYOMING WATER RIGHTS
Priority Date | Permit Number | Permit Use | Acres | Flow(cfs) | (af) | Cumulative Flow(cfs) | Comments |
7/03/1868 | Wind River Tribes | Irr. | 330.40 | 1714.85 | |||
5/05/1905 | 6605 | Irr. | 40.00 | 0.57 | 0.57 |
STORAGE RIGHTS
None
ESTIMATED CANAL LOSSES
Varies with the time of year; estimated 35-40% at peak.
IRRIGATION PRACTICES
Conventional flood irrigation methods, some use of gated pipe.
CROP TYPES / CONSUMPTIVE USE
Alfalfa hay, native hay, pasture, occasional small grain.
RETURN FLOWS
Some to Little Wind River
OTHER OPERATIONAL INFORMATION
CONTACT INFORMATION
Floyd Collins | Shoshone and Arapahoe Tribes |
Arapahoe, WY | Ft. Washakie, WY |
(307)856-2924 | (307) 332-3164 |
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
RAY CANAL
DIVERSION DESCRIPTION
Sliding steel gates in concrete headwall.
DIVERSION LOCATION
Source: South Fork Little Wind River and North Fork Little Wind River via supply canal N 30E 0'E, 1283' from SW Corner Section 6, Township 1S, Range 1 W, WRM
CONVEYANCE DESCRIPTION
Open dirt canal with screw type turnouts into 12 main laterals. Main canal approximately 11 miles long, over 150 individual turnouts. Concrete check and drop structures.
WYOMING WATER RIGHTS
Priority Date | Permit Number | Permit Use | Acres | Flow(cfs) | (af) | Cumulative Flow(cfs) | Comments |
7/03/1868 | Wind River Tribes | Irr. | 9258.00 | 43061.13 | |||
7/03/1868 | Walton | Irr. | 1692.26 | 7869.01 | |||
3/18/1905 | 6633 9080 | Irr. | 1598.30 | 21.15 | 21.15 |
STORAGE RIGHTS
Washakie Reservoir
Ray Lake Reservoir
ESTIMATED CANAL LOSSES
Varies with time of year
Est. 10-15% at peak
IRRIGATION PRACTICES
Conventional flood irrigation practices, some concrete delivery ditches, some gated pipe, some sprinklers.
CROP TYPES / CONSUMPTIVE USE
Pasture, hay, small grains, some corn, lawns, and gardens.
RETURN FLOWS
Some back to Little Wind River via Trout Creek, some via Mill Creek, and some to North Fork Popo Agie River
OTHER OPERATIONAL INFORMATION
BIA Watermaster and ditchriders
CONTACT INFORMATION
U.S. BIA
Fort Washakie, WY
(307)332-3164
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) |
Year | Discharge(ac-ft) | Total | |||||||||||
Jan | Feb | Mar | Apr | May | Jun | Jul | Aug | Sep | Oct | Nov | Dec | ||
1973 | |||||||||||||
1974 | |||||||||||||
1975 | |||||||||||||
1976 | |||||||||||||
1977 | |||||||||||||
1978 | |||||||||||||
1979 | |||||||||||||
1980 | |||||||||||||
1981 | |||||||||||||
1982 | |||||||||||||
1983 | |||||||||||||
1984 | |||||||||||||
1985 | |||||||||||||
1986 | |||||||||||||
1987 | |||||||||||||
1988 | |||||||||||||
1989 | 2,825 | 10,653 | 12,369 | 14,138 | 10,130 | 6,456 | 56,571 | ||||||
1990 | 1,651 | 8,870 | 19,012 | 16,893 | 9,229 | 8,714 | 64,369 | ||||||
1991 | 804 | 1,307 | 5,271 | 14,238 | 10,040 | 8,356 | 40,016 | ||||||
1992 | 0 | 11,840 | 14,700 | 6,760 | 9,810 | 2,620 | 45,730 | ||||||
1993 | 0 | 3,460 | 6,780 | 13,470 | 13,480 | 8,520 | 45,710 | ||||||
1994 | 0 | 9,230 | 16,660 | 10,910 | 4,680 | 2,270 | 43,750 | ||||||
1995 | 1,300 | 1,600 | 1,760 | 14,670 | 14,820 | 4,740 | 38,890 | ||||||
1996 | 216 | 6,637 | 18,252 | 17,631 | 11,193 | 3,443 | 1,045 | 57,372 | |||||
1997 | 9,031 | 14,085 | 15,642 | 12,252 | 9,912 | 4,503 | 60,921 | ||||||
1998 | 110 | 6,820 | 10,060 | 16,410 | 13,130 | 9,300 | 55,830 | ||||||
1999 | 610 | 1,120 | 10,460 | 17,180 | 8,860 | 5,650 | 43,880 | ||||||
2000 | |||||||||||||
2001 | |||||||||||||
Total | 751 | 6,415 | 11,764 | 14,358 | 10,693 | 6,362 | 2,774 | 50,345 |
Monthly Summary (cfs) |
Year | Discharge(cfs) | Average | |||||||||||
Jan | Feb | Mar | Apr | May | Jun | Jul | Aug | Sep | Oct | Nov | Dec | ||
1973 | |||||||||||||
1974 | |||||||||||||
1975 | |||||||||||||
1976 | |||||||||||||
1977 | |||||||||||||
1978 | |||||||||||||
1979 | |||||||||||||
1980 | |||||||||||||
1981 | |||||||||||||
1982 | |||||||||||||
1983 | |||||||||||||
1984 | |||||||||||||
1985 | |||||||||||||
1986 | |||||||||||||
1987 | |||||||||||||
1988 | |||||||||||||
1989 | 47 | 173 | 208 | 230 | 165 | 108 | 155 | ||||||
1990 | 28 | 144 | 320 | 275 | 150 | 146 | 177 | ||||||
1991 | 14 | 21 | 89 | 232 | 163 | 140 | 110 | ||||||
1992 | 0 | 193 | 247 | 110 | 160 | 44 | 126 | ||||||
1993 | 0 | 56 | 114 | 219 | 219 | 143 | 125 | ||||||
1994 | 0 | 150 | 280 | 177 | 76 | 38 | 120 | ||||||
1995 | 22 | 26 | 30 | 239 | 241 | 80 | 106 | ||||||
1996 | 4 | 108 | 307 | 287 | 182 | 58 | 17 | 157 | |||||
1997 | 147 | 237 | 254 | 199 | 167 | 73 | 201 | ||||||
1998 | 2 | 111 | 169 | 267 | 214 | 156 | 153 | ||||||
1999 | 10 | 18 | 176 | 279 | 144 | 95 | 120 | ||||||
2000 | |||||||||||||
2001 | |||||||||||||
Average | 13 | 104 | 198 | 234 | 174 | 107 | 45 | 125 |
Notes: | |
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
SUB AGENCY CANAL
DIVERSION DESCRIPTION
Sliding steel grates in concrete headwall
DIVERSION LOCATION
Source: Little Wind River
SW 1/4 NW 1/4 Section 11, Township 1S, Range 2E, WRM
CONVEYANCE DESCRIPTION
Open Dirt canal approximately 8 miles long, with 10 major laterals, concrete drops and check structures. Over 60 individual delivery turnouts.
WYOMING WATER RIGHTS
Priority Date | Permit Number | Permit Use | Acres | Flow(cfs) | (af) | Cumulative Flow(cfs) | Comments |
7/03/1868 | Wind River Tribes | Irr. | 3045.00 | 14144.00 | |||
7/03/1868 | Walton | Irr. | 901.35 | 4146.21 | |||
5/05/1905 | 6582 | Irr. | 835.00 | 11.91 | 11.91 |
STORAGE RIGHTS
Washakie Reservoir
Ray Lake Reservoir
ESTIMATED CANAL LOSSES
Varies with time of year
Est. 15-20% at peak
IRRIGATION PRACTICES
Conventional flood irrigation practices - some concrete delivery ditches, gated pipe, some sprinklers.
CROP TYPES / CONSUMPTIVE USE
Pasture, hay, corn, small grain, lawns, and gardens.
RETURN FLOWS
Some directly to Little Wind River via constructed drains. Some to Big Wind River via tail end of lefthand ditch.
OTHER OPERATIONAL INFORMATION
BIA watermaster and ditchriders
CONTACT INFORMATION
U.S. BIA
Fort Washakie, WY
(307)332-2596
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) |
Year | Discharge (ac-ft) | Total | |||||||||||
Jan | Feb | Mar | Apr | May | Jun | Jul | Aug | Sep | Oct | Nov | Dec | ||
1973 | |||||||||||||
1974 | |||||||||||||
1975 | |||||||||||||
1976 | |||||||||||||
1977 | |||||||||||||
1978 | |||||||||||||
1979 | |||||||||||||
1980 | |||||||||||||
1981 | |||||||||||||
1982 | |||||||||||||
1983 | |||||||||||||
1984 | |||||||||||||
1985 | |||||||||||||
1986 | |||||||||||||
1987 | |||||||||||||
1988 | |||||||||||||
1989 | |||||||||||||
1990 | |||||||||||||
1991 | |||||||||||||
1992 | 470 | 6,100 | 4,840 | 7,150 | 6,140 | 4,270 | 28,970 | ||||||
1993 | |||||||||||||
1994 | |||||||||||||
1995 | |||||||||||||
1996 | |||||||||||||
1997 | |||||||||||||
1998 | |||||||||||||
1999 | |||||||||||||
2000 | |||||||||||||
2001 | |||||||||||||
Total | 470 | 6,100 | 4,840 | 7,150 | 6,140 | 4,270 | 28,970 |
Monthly Summary (cfs) |
Year | Discharge (cfs) | Average | |||||||||||
Jan | Feb | Mar | Apr | May | Jun | Jul | Aug | Sep | Oct | Nov | Dec | ||
1973 | 1974 | 1975 | 1976 | 1977 | 1978 | 1979 | 1980 | 1981 | 1982 | 1983 | 1984 | 1985 | 1986 | 1987 | 1988 | 1989 | 1990 | 1991 | 1992 | 8 | 99 | 81 | 116 | 100 | 72 | 79 |
1993 | 1994 | 1995 | 1996 | 1997 | 1998 | 1999 | 2000 | 2001 | Average | 8 | 99 | 81 | 116 | 100 | 72 | 79 |
Notes: | |
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. |