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: | Green River Basin Plan Irrigation Diversion Operation and Description |
PREPARED BY: | Pat Tyrrell, Jennifer Russell, States West Water Resources |
Andrus Ditch, Spring Creek
Diversion Description: Information not available at time of report.
Conveyance Description: Open Channel Canal.
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
10-25-1897 | 1637 | Irrigation | 560.00 | 7.99 | 7.99 | |
07-23-1898 | 353E | Irrigation | 277.00 | 3.95 | 11.94 | |
07-12-1905 | 1410E | Irrigation | 40.00 | 0.57 | 12.51 | |
09-26-1910 | 2322E | Irrigation | 646.00 | 9.22 | 21.73 | |
07-29-1915 | 3253E/TD> | Domestic, Irrigation | 289.00 | 4.13 | 25.86 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Horse Creek near Chenette Ditch.1
Other Operational Information: Information not available at time of report.
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Andrus Ditch, Spring Creek, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | ||||||||||
1994 | ||||||||||
1995 | ||||||||||
1996 | 14.63 | 899.56 | ||||||||
1997 | ||||||||||
1998 | ||||||||||
Averages: | 14.63 | 899.56 |
Data:
1996: 6/17, 42 cfs (est); 6/27, 52 cfs (est); 7/17, 7.5 cfs (est); 7/30, 8/23, off.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Apex Ditch, Green River
Diversion Description: Diversion consists of two 4' by 4' slide gates mounted on a wooden structure. A rock diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 3 1/2 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
05-17-1905 | 6652 | Irrigation | 553.00 | 7.89 | 7.89 | |
11-30-1906 | 1641E | Irrigation | 666.00 | 9.51 | 17.40 | |
05-07-1908 | 1876E | Irrigation | 154.00 | 2.20 | 19.60 | |
04-01-1914 | 2939E | Domestic, Irrigation | 830.00 | 11.85 | 31.45 | |
07-21-1914 | 2989E | Domestic, Irrigation, Stock | 1,019.00 | 14.54 | 45.99 | |
08-20-1917 | 3900E | Domestic, Irrigation, Stock | 492.50 | 7.02 | 53.01 | |
03-08-1968 | 6213E | Irrigation | 69.00 | 0.99 | 54.00 |
Storage Rights: None.
Estimated Canal Losses: Greater than typical losses (25%) are experienced in the first mile of the ditch, typical losses (10%) are experienced in the lower reach.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Lands are native grass hay and pasture.1
Return Flows: Return flows are delivered to Forth Rod Creek at Green River.2
Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
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Apex Ditch, Green River, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | ||||||||||
1994 | 61.88 | 3,682.12 | 24.89 | 1,530.43 | 6.93 | 426.11 | 3.20 | 190.41 | ||
1995 | 36.18 | 2,224.62 | 69.98 | 4,164.10 | 73.35 | 4,510.12 | 20.14 | 1,238.36 | ||
1996 | ||||||||||
1997 | ||||||||||
1998 | 15.74 | 967.81 | ||||||||
Averages: | 36.18 | 2,224.62 | 65.93 | 3,923.11 | 49.12 | 3,020.28 | 14.29 | 877.43 | 3.20 | 190.41 |
Data:
1992: 7/14, 50.00 cfs; 9/24, 17.00 cfs.
1993: 5/25, 75.7 cfs; 7/20, 101.3 cfs; 9/14, 22.00 cfs.
1994: 5/20, 40.00 cfs; 6/6, 78.80 cfs; 7/1, 40.00 cfs; 8/2, 8.80 cfs; 8/17, 6.50 cfs; 9/20, 4.5 cfs.
1995: 5/9, 43.0 cfs; 5/26, 50.9 cfs; 6/19, 75 cfs (est); 7/19, 80 cfs (est); 8/21, 10.0 cfs.
1996: 5/11, 6.5 cfs (est).
1997: 7/5, 21.7 cs; 8/6, 19.6 cfs.
1998: 6/2, 76.6 cfs; 7/28, 36.05 cfs; 8/20, 7.9 cfs; 9/15, 15.9 cfs.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Ashley-Wolf Ditch, Green River
Diversion Description: Diversion consists of a single 5' by 5' slide gate.1
Conveyance Description: Open Channel Canal, approximately 3 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
09-21-1900 | 2828 | Irrigation | 545.00 | 7.76 | 7.76 | |
07-01-1904 | 1256E | Irrigation | 124.00 | 1.77 | 9.53 | |
07-02-1904 | 1233E | Irrigation | 230.00 | 3.28 | 12.81 | |
08-03-1911 | 2521E | Irrigation | 123.00 | 1.66 | 14.47 | |
02-05-1954 | 5775E | Irrigation | 80.00 | 1.15 | 15.62 |
Storage Rights: None.
Estimated Canal Losses: Greater than typical losses (25%) are experienced in the first mile of the ditch, typical losses (10%) are experienced in the lower reach.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Lands are native grass hay and pasture.1
Return Flows: Return flows are delivered to Forth Rod Creek at Green River.2
Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
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Ashley-Wolf Ditch, Green River, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | ||||||||||
1994 | 30.44 | 1,871.68 | 32.84 | 1,954.12 | 20.46 | 1,258.04 | 7.91 | 486.37 | 4.43 | 263.60 |
1995 | 12.48 | 767.37 | 31.09 | 1,849.98 | 31.66 | 1,946.70 | 8.65 | 531.87 | ||
1996 | ||||||||||
1997 | ||||||||||
1998 | ||||||||||
Averages: | 21.46 | 1,319.52 | 31.97 | 1,902.05 | 26.06 | 1,602.37 | 8.28 | 509.12 | 4.43 | 263.60 |
Data:
1993: 5/25, 15.90 cfs; 7/20, 25.50 cfs; 9/14, 4.00 cfs.
1994: 5/2, 28.80 cfs; 6/6, 35.00 cfs; 7/1, 30.00 cfs; 8/2, 10.30 cfs; 8/17, 7.00 cfs; 9/20, 7.00 cfs.
1995: 5/9, 13.3 cfs; 5/26, 18.0 cfs; 6/19, 35 cfs (est); 7/19, 33.9 cfs; 8/21, 4.5 cfs.
1996: 5/11, 3.0 cfs (est).
1997: 7/16, 1.0 cfs (est); 8/13, off.
1998: 6/2, 33.8 cfs; 7/28, 8/20, 9/15, off.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Bonneville Ditch, Green River
Diversion Description: Diversion consists of a single 24" slide gate. No diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 5 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
07-30-1898 | 1897 | Irrigation | 948.00 | 13.54 | 13.54 | |
05-27-1903 | 1055E | Irrigation | 320.00 | 4.56 | 18.10 | |
06-27-1906 | 1568E | Irrigation | 70.00 | 1.00 | 19.10 | |
08-24-1906 | 1609E | Irrigation | 160.00 | 2.28 | 21.38 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Horse Creek at Prairie Creek.2
Other Operational Information: Information not available at time of report.
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Bonneville Ditch, Green River, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | ||||||||||
1994 | 28.93 | 1,721.45 | 10.35 | 636.40 | 1.75 | 107.60 | 1.18 | 70.21 | ||
1995 | 12.40 | 762.45 | 16.20 | 963.97 | 18.67 | 1,147.97 | 4.22 | 259.48 | ||
1996 | 7.40 | 455.01 | 27.48 | 1,635.17 | 27.47 | 1,689.06 | 6.83 | 419.96 | ||
1997 | 39.34 | 2,418.92 | ||||||||
1998 | ||||||||||
Averages: | 9.90 | 608.73 | 24.20 | 1,440.20 | 23.96 | 1,473.09 | 4.27 | 262.35 | 1.18 | 70.21 |
Data:
1994: 5/20, 20.00 cfs; 6/6, 38.30 cfs; 6/21, 25.00 cfs; 7/1, 18.00 cfs; 8/2, 2.20 cfs; 8/17, 1.50 cfs; 9/20, 2.00 cfs.
1995: 5/9, 14.8 cfs; 5/26, 18.0 cfs; 6/19, 40 cfs (est); 7/19, 42.8 cfs; 8/21, off.
1996: 5/11, 4.0 cfs (est); 6/27, 35 cfs (est); 7/17, 28 cfs (est); 7/30, 21 cfs (est); 8/23, off.
1997: 6/25, 51.5 cfs; 7/20, 40.8 cfs; 8/13, off.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Brome Ditch, Green River
Diversion Description: Diversion consists of a wood stop log headgate. No diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 4 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
01-09-1901 | 612E | Irrigation | 276.00 | 3.94 | 3.94 | POD/MOC change from a portion of Todd Ditch (Horse Creek) |
09-05-1901 | 710E | Irrigation | 160.00 | 2.28 | 6.22 | POD/MOC change from a portion of Todd Ditch (Horse Creek) |
12-30-1902 | 963E | Irrigation | 300.00 | 4.26 | 10.48 | POD/MOC change from a portion of Todd Ditch (Horse Creek) |
04-21-1911 | 2436E | Irrigation | 142.00 | 2.03 | 12.51 | POD/MOC change from a portion of Todd Ditch (Horse Creek) |
12-08-1922 | 4332E | Domestic, Irrigation, Stock | 450.00 | 6.42 | 18.93 | POD/MOC change from a portion of Sutton Ditch |
04-19-1960 | 22235 | Irrigation, Stock | 152.00 | 2.17 | 21.10 | Supplementary Supply for 765.00 acres with Original Supply from Horse Creek |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Green River at Horse Creek.2
Other Operational Information: Information not available at time of report.
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Brome Ditch, Green River, Diversion Data
Data:
1995: 5/9, 1.5 cfs.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Canyon Ditch, Green River
Diversion Description: Diversion consists of two 4' by 4' slide gates mounted on a concrete wall.1
Conveyance Description: Open Channel Canal, approximately 15 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
10-06-1952 | 21099 | Domestic, Irrigation, Stock | 1,721.50 | 24.57 | 24.57 | |
02-17-1954 | 5800E | Irrigation | 610.00 | 8.71 | 33.28 |
Storage Rights: None.
Estimated Canal Losses: Typical losses (10%) are experienced.1
Irrigation Practices: Lands are flood irrigated.1
Crop Types / Consumptive Use: Lands are native grass hay and pasture.1
Return Flows: Return flows are delivered to Duck Creek at Kitchen and Sunset Reservoir.2
Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
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Canyon Ditch, Green River, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1975 | 53.99 | 3,212.43 | 74.57 | 4,584.99 | 21.92 | 1,347.90 | 8.70 | 517.69 | ||
1976 | 76.64 | 4,560.10 | 53.24 | 3,273.42 | 58.69 | 3,608.60 | 30.35 | 1,806.20 | ||
1980 | 51.79 | 3,081.72 | 77.01 | 4,735.16 | 31.55 | 1,939.93 | ||||
1981 | 38.23 | 2,274.84 | 44.92 | 2,762.02 | 20.59 | 1,266.03 | ||||
1982 | 71.95 | 4,424.03 | 32.81 | 2,017.41 | 34.62 | 2,060.03 | ||||
1983 | 25.22 | 1,500.69 | 86.58 | 5,323.60 | 47.86 | 2,942.80 | ||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | 44.54 | 2,738.66 | 27.16 | 1,670.00 | 23.92 | 1,423.34 | ||||
1993 | ||||||||||
1994 | 48.93 | 2,911.54 | 30.87 | 1,898.12 | 13.39 | 823.32 | 11.52 | 685.49 | ||
1995 | 29.85 | 1,835.40 | 46.82 | 2,785.98 | 40.10 | 2,465.65 | 16.87 | 1,037.30 | ||
1996 | ||||||||||
1997 | 57.57 | 3,539.90 | ||||||||
1998 | 40.96 | 2,518.53 | ||||||||
Averages: | 29.85 | 1,835.40 | 48.80 | 2,903.90 | 58.14 | 3,574.56 | 31.18 | 1,917.18 | 21.52 | 1,298.55 |
Data:
1980: 6/11, 57 cfs; 6/17, 77 cfs; 7/7, 92 cfs; 7/29, 60 cfs; 8/20, 45 cfs.
1981: 6/15, 60 cfs; 6/26, 80 cfs; 7/23, 30 cfs; 8/6, 35 cfs; 8/12, 17.7 cfs; 8/28, 14 cfs.
1982: 7/1, 72 cfs; 7/16, 82 cfs; 7/22, 78 cfs; 8/4, 30 cfs; 8/27, 32 cfs; 9/2, 50 cfs; 9/24, 40 cfs.
1983: 6/22, 80 cfs; 6/27, 85 cfs; 7/11, 92 cfs; 7/18, 82 cfs; 7/26, 88 cfs; 8/26, 40 cfs.
1984: 7/10, 95 cfs; 7/20, 51 cfs.
1986: 6/25, above rating; 7/30, 28.4 cfs; 9/2, 36 cfs.
1987: 7/16, 134 cfs.
1990: 6/27, 86.9 cfs at Homestead Bridge, 87.4 cfs at 3rd Bridge.
1991: 6/13, 50 cfs; 7/15, 68 cfs.
1992: 4/20, 12.00 cfs; 5/13, 45.00 cfs; 5/21, 65.00 cfs; 7/14, 50.00 cfs; 8/4, 25.00 cfs; 9/24, 33.00 cfs.
1993: 7/20, 43.80 cfs; 9/14, 35.00 cfs.
1994: 5/20, 38.40 cfs; 6/6, 48.00 cfs; 6/21, 50.00 cfs; 7/1, 50.00 cfs; 8/2, 10.50 cfs; 8/17, 13.50 cfs; 9/20, 20.00 cfs.
1995: 5/9, 35.0 cfs; 5/26, 43.0 cfs; 6/19, 48.8 cfs; 7/19, 40.3 cfs; 8/21, 20.0 cfs.
1996: 5/11, off; 7/2, 88 cfs (est).
1997: 7/3, 92.3 cfs; 7/21, 106 cfs.
1998: 5/19, 43.49 cfs; 8/3, 78.8 cfs; 8/12, 26.8 cfs; 9/4, 38.5 cfs.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
CANYON DITCH | STATION NO. 006075.00 |
LATITUDE 0-00-00 LONGITUDE 0-00-00 | |
SECTION 0 TOWNSHIP 0 RANGE 0 P.M. | |
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN | |
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN | |
DATA FROM WATER COMMISSIONERS (P) |
MEAN DAILY FLOW IN CFS BY WATER YEAR | |||||||||||||
1975 | |||||||||||||
DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUNE | JULY | AUG | SEPT | DAY |
1 | ** | ** | ** | ** | ** | ** | ** | ** | ** | 76.60 | 75.00 | 13.00 | 1 |
2 | ** | ** | ** | ** | ** | ** | ** | ** | 29.60 | 77.00 | 70.00 | 13.00 | 2 |
3 | ** | ** | ** | ** | ** | ** | ** | ** | 31.00 | 78.00 | 70.00 | 13.00 | 3 |
4 | ** | ** | ** | ** | ** | ** | ** | ** | 32.50 | 76.00 | 68.20 | 13.00 | 4 |
5 | ** | ** | ** | ** | ** | ** | ** | ** | 34.00 | 74.00 | 20.00 | 12.75 | 5 |
6 | ** | ** | ** | ** | ** | ** | ** | ** | 36.00 | 72.00 | 20.00 | 12.75 | 6 |
7 | ** | ** | ** | ** | ** | ** | ** | ** | 36.00 | 71.00 | 19.00 | 12.75 | 7 |
8 | ** | ** | ** | ** | ** | ** | ** | ** | 38.00 | 71.00 | 19.00 | 12.75 | 8 |
9 | ** | ** | ** | ** | ** | ** | ** | ** | 38.00 | 71.00 | 19.00 | 12.00 | 9 |
10 | ** | ** | ** | ** | ** | ** | ** | ** | 40.00 | 71.00 | 19.00 | 12.00 | 10 |
11 | ** | ** | ** | ** | ** | ** | ** | ** | 43.00 | 71.00 | 18.60 | 11.00 | 11 |
12 | ** | ** | ** | ** | ** | ** | ** | ** | 43.50 | 71.00 | 18.00 | 11.00 | 12 |
13 | ** | ** | ** | ** | ** | ** | ** | ** | 44.00 | 71.00 | 17.00 | 10.00 | 13 |
14 | ** | ** | ** | ** | ** | ** | ** | ** | 47.00 | 71.00 | 16.00 | 10.00 | 14 |
15 | ** | ** | ** | ** | ** | ** | ** | ** | 50.00 | 71.00 | 12.00 | 10.00 | 15 |
16 | ** | ** | ** | ** | ** | ** | ** | ** | 55.00 | 71.00 | 9.00 | 10.00 | 16 |
17 | ** | ** | ** | ** | ** | ** | ** | ** | 60.00 | 71.00 | 7.00 | 10.00 | 17 |
18 | ** | ** | ** | ** | ** | ** | ** | ** | 65.00 | 71.00 | 5.25 | 10.00 | 18 |
19 | ** | ** | ** | ** | ** | ** | ** | ** | 66.00 | 71.00 | 5.00 | 9.00 | 19 |
20 | ** | ** | ** | ** | ** | ** | ** | ** | 71.00 | 71.00 | 15.00 | 9.00 | 20 |
21 | ** | ** | ** | ** | ** | ** | ** | ** | 76.00 | 71.00 | 15.00 | 9.00 | 21 |
22 | ** | ** | ** | ** | ** | ** | ** | ** | 76.00 | 71.00 | 15.00 | 9.00 | 22 |
23 | ** | ** | ** | ** | ** | ** | ** | ** | 76.00 | 71.00 | 15.00 | 8.00 | 23 |
24 | ** | ** | ** | ** | ** | ** | ** | ** | 76.00 | 72.00 | 15.00 | 8.00 | 24 |
25 | ** | ** | ** | ** | ** | ** | ** | ** | 76.00 | 76.00 | 15.00 | ** | 25 |
26 | ** | ** | ** | ** | ** | ** | ** | ** | 76.00 | 79.00 | 14.50 | ** | 26 |
27 | ** | ** | ** | ** | ** | ** | ** | ** | 76.00 | 86.00 | 14.00 | ** | 27 |
28 | ** | ** | ** | ** | ** | ** | ** | ** | 76.00 | 86.00 | 14.00 | ** | 28 |
29 | ** | ** | ** | ** | ** | ** | ** | 76.00 | 88.00 | 14.00 | ** | 29 | |
30 | ** | ** | ** | ** | ** | ** | ** | 76.00 | 84.00 | 13.00 | ** | 30 | |
31 | ** | ** | ** | ** | ** | 80.00 | 13.00 | 31 | |||||
TOTAL | ** | ** | ** | ** | ** | ** | ** | ** | 1619.60* | 2311.60 | 679.55 | 261.00* | |
MEAN | ** | ** | ** | ** | ** | ** | ** | ** | 55.85* | 74.57 | 21.92 | 10.88* | |
AC-FT | ** | ** | ** | ** | ** | ** | ** | ** | 3212.43* | 4584.99 | 1347.87 | 517.69* |
CANYON DITCH | STATION NO. 006075.00 |
LATITUDE 0-00-00 LONGITUDE 0-00-00 | |
SECTION 0 TOWNSHIP 0 RANGE 0 P.M. | |
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN | |
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN | |
DATA FROM WATER COMMISSIONERS (P) |
MEAN DAILY FLOW IN CFS BY WATER YEAR | |||||||||||||
1976 | |||||||||||||
DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUNE | JULY | AUG | SEPT | DAY |
1 | ** | ** | ** | ** | ** | ** | ** | ** | ** | 95.00 | 94.00 | 36.00 | 1 |
2 | ** | ** | ** | ** | ** | ** | ** | ** | ** | 90.00 | 94.00 | 35.00 | 2 |
3 | ** | ** | ** | ** | ** | ** | ** | ** | ** | 85.00 | 97.00 | 35.00 | 3 |
4 | ** | ** | ** | ** | ** | ** | ** | ** | 50.45 | 80.00 | 97.00 | 34.00 | 4 |
5 | ** | ** | ** | ** | ** | ** | ** | ** | 60.00 | 40.00 | 94.00 | 34.00 | 5 |
6 | ** | ** | ** | ** | ** | ** | ** | ** | 70.00 | 40.50 | 93.00 | 33.00 | 6 |
7 | ** | ** | ** | ** | ** | ** | ** | ** | 80.00 | 40.00 | 90.00 | 33.00 | 7 |
8 | ** | ** | ** | ** | ** | ** | ** | ** | 81.20 | 42.00 | 87.00 | 32.80 | 8 |
9 | ** | ** | ** | ** | ** | ** | ** | ** | 80.00 | 44.00 | 84.00 | 32.00 | 9 |
10 | ** | ** | ** | ** | ** | ** | ** | ** | 80.00 | 48.00 | 74.00 | 32.00 | 10 |
11 | ** | ** | ** | ** | ** | ** | ** | ** | 80.00 | 52.00 | 70.00 | 32.00 | 11 |
12 | ** | ** | ** | ** | ** | ** | ** | ** | 80.00 | 57.00 | 44.50 | 32.00 | 12 |
13 | ** | ** | ** | ** | ** | ** | ** | ** | 80.00 | 57.25 | 40.90 | 31.00 | 13 |
14 | ** | ** | ** | ** | ** | ** | ** | ** | 80.00 | 52.00 | 41.00 | 31.20 | 14 |
15 | ** | ** | ** | ** | ** | ** | ** | ** | 79.00 | 48.00 | 41.00 | 31.00 | 15 |
16 | ** | ** | ** | ** | ** | ** | ** | ** | 80.00 | 36.00 | 42.00 | 31.00 | 16 |
17 | ** | ** | ** | ** | ** | ** | ** | ** | 84.00 | 29.00 | 43.00 | 30.00 | 17 |
18 | ** | ** | ** | ** | ** | ** | ** | ** | 88.00 | 29.00 | 43.00 | 30.00 | 18 |
19 | ** | ** | ** | ** | ** | ** | ** | ** | 92.00 | 29.60 | 44.00 | 29.00 | 19 |
20 | ** | ** | ** | ** | ** | ** | ** | ** | 95.00 | 30.00 | 44.00 | 29.00 | 20 |
21 | ** | ** | ** | ** | ** | ** | ** | ** | 97.00 | 30.00 | 45.00 | 29.00 | 21 |
22 | ** | ** | ** | ** | ** | ** | ** | ** | 97.00 | 30.00 | 45.00 | 28.00 | 22 |
23 | ** | ** | ** | ** | ** | ** | ** | ** | 97.00 | 30.00 | 45.00 | 28.00 | 23 |
24 | ** | ** | ** | ** | ** | ** | ** | ** | 97.00 | 30.00 | 45.00 | 27.00 | 24 |
25 | ** | ** | ** | ** | ** | ** | ** | ** | 96.00 | 30.00 | 45.50 | 27.00 | 25 |
26 | ** | ** | ** | ** | ** | ** | ** | ** | 96.00 | 30.00 | 44.00 | 26.00 | 26 |
27 | ** | ** | ** | ** | ** | ** | ** | ** | 95.00 | 88.00 | 42.00 | 26.00 | 27 |
28 | ** | ** | ** | ** | ** | ** | ** | ** | 95.00 | 88.00 | 40.00 | 26.00 | 28 |
29 | ** | ** | ** | ** | ** | ** | ** | ** | 95.00 | 88.00 | 38.00 | 25.60 | 29 |
30 | ** | ** | ** | ** | ** | ** | ** | 94.40 | 90.00 | 36.00 | 25.00 | 30 | |
31 | ** | ** | ** | ** | ** | 92.00 | 36.45 | 31 | |||||
TOTAL | ** | ** | ** | ** | ** | ** | ** | ** | 2299.05* | 1650.35 | 1819.35 | 910.60 | |
MEAN | ** | ** | ** | ** | ** | ** | ** | ** | 85.15* | 53.24 | 58.69 | 30.35 | |
AC-FT | ** | ** | ** | ** | ** | ** | ** | ** | 4560.10* | 3273.42 | 3608.63 | 1806.15 |
Source: Wyoming Water Resources Data System, March 20, 2000.
Cox Number 1 Ditch, Green River
Diversion Description: Diversion consists of wood stop log headgate. No diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 3 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
03-14-1901 | 3085 | Irrigation | 523.84 | 7.48 | 7.48 | |
03-26-1973 | 6460E | Irrigation | 200.00 | 2.86 | 10.34 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Forty Rod Creek above Green River.2
Other Operational Information: Information not available at time of report.
|
Cox Number 1 Ditch, Green River, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | ||||||||||
1994 | 17.54 | 1,043.70 | 6.19 | 380.61 | 0.33 | 20.29 | 1.37 | 81.52 | ||
1995 | 8.44 | 518.96 | 19.50 | 1,160.33 | 22.29 | 1,370.56 | 4.89 | 300.67 | ||
1996 | ||||||||||
1997 | ||||||||||
1998 | 0.00 | 0.00 | ||||||||
Averages: | 8.44 | 518.96 | 18.52 | 1,102.02 | 14.24 | 875.59 | 1.74 | 106.99 | 1.37 | 81.52 |
Data:
1993: 5/25, 23.10 cfs; 7/20, 13.20 cfs; 9/14, 1.50 cfs.
1994: 5/20, 10.00 cfs; 6/6, 22.00 cfs; 7/1, 12.00 cfs; 8/2, 8/17, off; 9/20, 3.00 cfs.
1995: 5/9, 9.5 cfs; 5/26, 12.0 cfs; 6/19, 21.3 cfs; 7/19, 25 cfs (est); 8/21, off.
1996: 5/11, off.
1997: 7/16, 1.0 cfs (est); 8/13, off.
1998: 6/2, 17.25 cfs; 7/28, 8/20, 9/15, off.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Dickinson Number 1 Ditch, Green River
Diversion Description: Information not available at time of report.
Conveyance Description: Open Channel Canal, approximately 4 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
11-13-1901 | 3549 | Irrigation | 120.00 | 1.71 | 1.71 | |
10-22-1903 | 1103E | Irrigation | 260.00 | 3.71 | 5.42 | |
12-19-1907 | 1863E | Irrigation | 534.00 | 7.62 | 13.04 | |
05-07-1908 | 1877E | Irrigation | 125.00 | 1.78 | 14.82 | |
09-29-1953 | 5700E | Irrigation | 240.00 | 3.43 | 18.25 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Forty Rod Creek above Green River.2
Other Operational Information: Information not available at time of report.
|
Dickinson Number 1 Ditch, Green River, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | ||||||||||
1994 | 30.50 | 1,814.88 | 11.04 | 678.82 | 0.69 | 42.43 | 1.14 | 67.83 | ||
1995 | ||||||||||
1996 | ||||||||||
1997 | ||||||||||
1998 | ||||||||||
Averages: | 30.50 | 1,814.88 | 11.04 | 678.82 | 0.69 | 42.43 | 1.14 | 67.83 |
Data:
1993: 7/20, 13.50 cfs; 9/14, 6.00 cfs.
1994: 5/20, 20.00 cfs; 6/6, 38.80 cfs; 7/1, 20.00 cfs; 8/2, 1.50 cfs; 8/17, off; 9/20, 2.50 cfs.
1997: 7/16, 1.0 cfs (est).
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Enos Ditch, Green River
Diversion Description: Diversion consists of a wood stop log headgate.1
Conveyance Description: Open Channel Canal, approximately 4 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
09-07-1900 | 2809 | Irrigation | 308.00 | 4.40 | 4.40 | |
10-16-1901 | 3502 | Irrigation | 470.00 | 6.71 | 11.11 | POD/MOC change from Small Ditch |
08-15-1907 | 1801E | Irrigation, Stock | 320.00 | 4.57 | 15.68 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Green River at Horse Creek.2
Other Operational Information: Information not available at time of report.
|
Enos Ditch, Green River, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | ||||||||||
1994 | 20.78 | 1,277.71 | 22.38 | 1,331.70 | 6.19 | 380.61 | 0.27 | 16.60 | 1.14 | 67.83 |
1995 | 10.96 | 673.90 | 34.06 | 2,026.71 | 33.21 | 2,024.00 | 7.33 | 450.70 | ||
1996 | ||||||||||
1997 | 2.32 | 142.65 | 24.78 | 1,523.66 | ||||||
1998 | ||||||||||
Averages: | 15.87 | 975.81 | 28.27 | 1,679.21 | 16.63 | 1,022.23 | 3.80 | 233.65 | 1.14 | 67.83 |
Data:
1993: 7/20, 22.60 cfs; 9/14, off.
1994: 5/2, 15.00 cfs; 6/6, 30.10 cfs; 7/1, 12.00 cfs; 8/2, 8/17, off; 9/20, 2.50 cfs.
1995: 5/9, 11.7 cfs; 5/26, 15.3 cfs; 6/19, 40 cfs (est); 7/19, 35.2 cfs; 8/21, 1.0 cfs.
1996: 5/11, 10.0 cfs (est); 6/27, 3.0 cfs (est); 7/17, 5.5 cfs (est).
1997: 6/25, 18.6 cfs; 7/20, 30.3 cfs; 8/13, 1.4 cfs.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Green River Supply Canal, Green River
Diversion Description: Diversion consists of a wood stop log headgate.1
Conveyance Description: Open Channel Canal, approximately 5 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
12-28-1910 | 10419 | Irrigation | 2,114.00 | 30.19 | 30.19 | |
03-23-1920 | 4104E | Irrigation, Stock | 30.19 | Supplementary Supply for 3,481.60 acres with Original Supply from Cottonwood Creek | ||
01-28-1921 | 4180E | Irrigation | 219.00 | 3.13 | 33.32 | |
11-12-1921 | 4257E | Domestic, Irrigation | 72.00 | 1.03 | 34.35 | Supplementary Supply for 248.00 acres with Original Supply from Hoarse Creek |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Approximately 60% of the return flows are delivered to Green River at Soap Hole Basin, and approximately 40% to Cottonwood Creek above Green River.2
Other Operational Information: Information not available at time of report.
|
Green River Supply Canal, Green River, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1975 | 55.81 | 3,320.73 | 54.52 | 3,352.06 | ||||||
1980 | 54.83 | 3,262.86 | 48.88 | 3,005.43 | ||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | 65.76 | 3,912.99 | 73.75 | 4,534.71 | ||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | 66.94 | 4,115.98 | 115.36 | 6,864.40 | 97.10 | 5,970.45 | 45.15 | 2,776.17 | 2.51 | 149.36 |
1993 | 0.00 | 0.00 | ||||||||
1994 | ||||||||||
1995 | ||||||||||
1996 | ||||||||||
1997 | ||||||||||
1998 | ||||||||||
Averages: | 66.94 | 4,115.98 | 72.94 | 4,340.25 | 68.56 | 4,215.66 | 45.15 | 2,776.17 | 1.26 | 74.68 |
Data:
1980: 5/28, off; 6/20, 74 cfs; 7/11, 76 cfs; 7/31, off.
1981: 4/16, 15 cfs (est).
1983: 5/25, 10 cfs; 6/28, 96 cfs; 7/12, 142 cfs; 7/25, off.
1984: 6/27, 140 cfs; 7/10, 150 cfs; 8/20, off.
1986: 7/1, 67 cfs.
1992: 4/30, 12.0 cfs (est); 5/18, 78.0 cfs (est); 6/9, 120 cfs (est); 7/10, 110 cfs (est); 8/13, 52.0 cfs (est); 9/10, off.
1993: (all est): 5/27, 18.0 cfs; 7/2, 78.0 cfs; 8/23, 9/3, 9/27, off.
1996: 6/27, 50 cfs (est).
1997: 6/10, 25 cfs (est) (arrive), 80 cfs (depart); 8/19, 1 cfs (est).
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
GREEN RIVER SUPPLY CANAL | STATION NO. 006070.00 |
LATITUDE 0-00-00 LONGITUDE 0-00-00 | |
SECTION 0 TOWNSHIP 0 RANGE 0 P.M. | |
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN | |
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN | |
DATA FROM WATER COMMISSIONERS (P) |
MEAN DAILY FLOW IN CFS BY WATER YEAR | |||||||||||||
1976 | |||||||||||||
DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUNE | JULY | AUG | SEPT | DAY |
1 | ** | ** | ** | ** | ** | ** | ** | ** | 37.00 | 65.00 | ** | ** | 1 |
2 | ** | ** | ** | ** | ** | ** | ** | ** | 37.00 | 65.00 | ** | ** | 2 |
3 | ** | ** | ** | ** | ** | ** | ** | ** | 37.00 | 66.00 | ** | ** | 3 |
4 | ** | ** | ** | ** | ** | ** | ** | ** | 37.00 | 66.00 | ** | ** | 4 |
5 | ** | ** | ** | ** | ** | ** | ** | ** | 37.00 | 67.00 | ** | ** | 5 |
6 | ** | ** | ** | ** | ** | ** | ** | ** | 37.00 | 67.00 | ** | ** | 6 |
7 | ** | ** | ** | ** | ** | ** | ** | ** | 37.00 | 68.00 | ** | ** | 7 |
8 | ** | ** | ** | ** | ** | ** | ** | ** | 37.00 | 68.00 | ** | ** | 8 |
9 | ** | ** | ** | ** | ** | ** | ** | ** | 37.00 | 69.00 | ** | ** | 9 |
10 | ** | ** | ** | ** | ** | ** | ** | ** | 37.00 | 69.00 | ** | ** | 10 |
11 | ** | ** | ** | ** | ** | ** | ** | ** | 66.00 | 70.00 | ** | ** | 11 |
12 | ** | ** | ** | ** | ** | ** | ** | ** | 66.00 | 70.00 | ** | ** | 12 |
13 | ** | ** | ** | ** | ** | ** | ** | ** | 66.00 | 70.00 | ** | ** | 13 |
14 | ** | ** | ** | ** | ** | ** | ** | ** | 66.00 | 70.00 | ** | ** | 14 |
15 | ** | ** | ** | ** | ** | ** | ** | ** | 66.00 | 70.00 | ** | ** | 15 |
16 | ** | ** | ** | ** | ** | ** | ** | ** | 66.00 | 69.00 | ** | ** | 16 |
17 | ** | ** | ** | ** | ** | ** | ** | ** | 66.00 | 69.00 | ** | ** | 17 |
18 | ** | ** | ** | ** | ** | ** | ** | ** | 66.00 | 68.00 | ** | ** | 18 |
19 | ** | ** | ** | ** | ** | ** | ** | ** | 66.00 | 68.00 | ** | ** | 19 |
20 | ** | ** | ** | ** | ** | ** | ** | ** | 66.00 | 67.00 | ** | ** | 20 |
21 | ** | ** | ** | ** | ** | ** | ** | ** | 65.00 | 67.00 | ** | ** | 21 |
22 | ** | ** | ** | ** | ** | ** | ** | ** | 65.00 | 66.00 | ** | ** | 22 |
23 | ** | ** | ** | ** | ** | ** | ** | ** | 65.00 | 66.00 | ** | ** | 23 |
24 | ** | ** | ** | ** | ** | ** | ** | ** | 65.00 | 65.00 | ** | ** | 24 |
25 | ** | ** | ** | ** | ** | ** | ** | ** | 64.20 | 65.00 | ** | ** | 25 |
26 | ** | ** | ** | ** | ** | ** | ** | ** | 64.00 | ** | ** | ** | 26 |
27 | ** | ** | ** | ** | ** | ** | ** | ** | 64.00 | ** | ** | ** | 27 |
28 | ** | ** | ** | ** | ** | ** | ** | ** | 64.00 | ** | ** | ** | 28 |
29 | ** | ** | ** | ** | ** | ** | ** | ** | 64.00 | ** | ** | ** | 29 |
30 | ** | ** | ** | ** | ** | ** | ** | 64.00 | ** | ** | ** | 30 | |
31 | ** | ** | ** | ** | ** | ** | ** | 31 | |||||
TOTAL | ** | ** | ** | ** | ** | ** | ** | ** | 1674.20 | 1690.00* | ** | ** | |
MEAN | ** | ** | ** | ** | ** | ** | ** | ** | 55.81 | 67.60* | ** | ** | |
AC-FT | ** | ** | ** | ** | ** | ** | ** | ** | 3320.73 | 3352.06* | ** | ** |
Source: Wyoming Water Resources Data System, March 20, 2000.
Harrison-Sayer Ditch, South Fork Horse Creek
Diversion Description: Information not available at time of report.
Conveyance Description: Open Channel Canal.
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
08-08-1901 | 3351 | Irrigation | 992.00 | 14.16 | 14.16 | |
02-13-1904 | 1165E | Irrigation | 168.00 | 2.39 | 16.55 | |
12-18-1906 | 1636 | Irrigation | 40.00 | 0.57 | 17.12 | |
08-29-1912 | 2662E | Irrigation | 17.00 | 0.24 | 17.36 | |
07-19-1915 | 3191E | Domestic, Irrigation | 165.00 | 2.35 | 19.71 | |
07-29-1915 | 3213E | Irrigation | 48.00 | 0.69 | 20.40 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Cottonwood Creek at Ryegrass Junction.1
Other Operational Information: Information not available at time of report.
|
Harrison-Sayer Ditch, South Fork Horse Creek, Diversion Data
No Diversion Data Available.
Hartley Ditch, Horse Creek
Diversion Description: No headgate or diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 3 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
05-01-1889 | Terr. | Irrigation | 800.00 | 11.42 | 11.42 | |
03-25-1902 | 3794 | Irrigation | 160.00 | 2.28 | 13.70 | POD/MOC change from a portion of McGovern No. 2 Ditch |
11-30-1914 | 3066E | Irrigation | 43.00 | 0.61 | 14.31 | POD/MOC change from a portion of Irwin No. 1 Ditch |
03-22-1915 | 3151E | Domestic, Irrigation | 108.00 | 1.54 | 15.85 | POD/MOC change from a portion of McGovern No. 2 Ditch |
04-17-1973 | 6478E | Irrigation | 75.00 | 1.07 | 16.92 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Horse Creek at South Horse Creek.2
Other Operational Information: Information not available at time of report.
|
Hartley Ditch, Horse Creek, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | 0.37 | 22.75 | ||||||||
1994 | 20.78 | 1,277.71 | 12.59 | 749.16 | 2.75 | 169.09 | 0.07 | 4.30 | ||
1995 | 14.63 | 899.56 | 28.36 | 1,687.54 | 17.65 | 1,085.26 | 2.31 | 142.04 | ||
1996 | 0.00 | 0.00 | ||||||||
1997 | 2.32 | 142.65 | 24.78 | 1,523.66 | ||||||
1998 | 45.36 | 2,699.37 | ||||||||
Averages: | 14.63 | 899.56 | 28.77 | 1,712.02 | 10.20 | 627.18 | 0.69 | 42.27 |
Data:
1990: 6/25, 15.0 cfs (est); 7/7, 4.0 cfs (est).
1991: 6/17, 18.0 cfs; 7/7, 7.0 cfs.
1993: 5/10, off; 5/21, 25.20 cfs; 7/20, 1.50 cfs; 8/24, off.
1994: 6/4, 18.80 cfs; 6/6, 17.00 cfs; 6/18, 16.50 cfs; 6/19, 15.00 cfs; 6/27, 8.50 cfs; 7/15, 2.00 cfs; 8/8, 9/7, off.
1995: 4/14, off; 5/2, 5.0 cfs; 5/15, 15.0 cfs; 6/18, 30 cfs (est); 7/7, 33.3 cfs; 7/28, off; 9/4, 4.5 cfs.
1996: 7/17, 3.0 cfs (est); 7/30, 8/23, off.
1997: 6/11, 18.0 cfs (est); 6/23, 14.0 cfs; 8/13, off.
1998: 5/29, 72.4 cfs; 6/22, 58.9 cfs; 8/14, 4 cfs (est); 9/28, off.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Irwin Ditch, Horse Creek
Diversion Description: Diversion consists of a single 24" slide gate. No diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 3 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
04-24-1901 | 3135 | Irrigation | 320.00 | 4.57 | 4.57 | |
12-22-1906 | 1656E | Irrigation | 125.00 | 1.78 | 6.35 | Permitted Name: Irwin No. 1 Ditch |
09-03-1908 | 1952E | Domestic, Irrigation | 320.00 | 4.57 | 10.92 | Permitted Name: Irwin No. 1 Ditch |
11-30-1914 | 3066E | Irrigation | 320.00 | 4.57 | 10.92 | Permitted Name: Irwin No. 1 Ditch |
06-01-1918 | 3951E | Irrigation | 400.00 | 5.71 | 21.19 | Permitted Name: Irwin No. 1 Ditch |
04-17-1973 | 6477E | Irrigation | 45.00 | 0.64 | 21.83 | Permitted Name: Irwin No. 1 Ditch |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Horse Creek at South Horse Creek.2
Other Operational Information: Information not available at time of report.
|
Irwin Ditch, Horse Creek, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | 2.58 | 158.64 | ||||||||
1994 | 10.20 | 606.94 | 1.34 | 82.39 | 0.66 | 40.58 | ||||
1995 | 13.02 | 800.57 | 36.49 | 2,171.31 | 23.81 | 1,464.02 | 1.03 | 63.33 | ||
1996 | 0.00 | 0.00 | ||||||||
1997 | 19.43 | 1,156.17 | ||||||||
1998 | 38.21 | 2,273.65 | 21.22 | 1,304.77 | 2.01 | 123.53 | 4.15 | 246.88 | ||
Averages: | 13.02 | 800.57 | 22.04 | 1,311.47 | 12.58 | 773.21 | 1.57 | 96.52 | 4.15 | 246.88 |
Data:
1990: 6/25, 20.0 cfs (est); 7/7, 1.5 cfs (est).
1991: 6/17, 100 + cfs.
1993: 5/10, off; 5/21, 85.80 cfs; 7/20, 7.50 cfs; 8/24, 1.50 cfs.
1994: 6/4, 32.80 cfs; 6/6, off; 6/18, 20.70 cfs; 6/19, 19.90 cfs; 6/27, 6.50 cfs; 7/15, off; 8/8, 1.00 cfs; 9/7, off.
1995: 4/14, 2.0 cfs; 5/2, 5.5 cfs; 5/15, 10.0 cfs; 6/18, 40.0 cfs; 7/7, 45 cfs (est); 7/28, off; 9/4, 2.0 cfs.
1997: 6/11, 7.5 cfs (est); 6/24, 41.0 cfs; 8/13, 1.43 cfs.
1998: 5/29, 44.0 cfs; 6/22, 36.9 cfs; 8/14, 3 cfs (est); 9/28, 5.3 cfs.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Lead Ditch, Horse Creek
Diversion Description: Diversion consists of two 24" slide gates.1
Conveyance Description: Open Channel Canal, approximately 6 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
06-11-1900 | 2656 | Irrigation | 663.00 | 9.46 | 9.46 | |
05-31-1906 | 1579E | Irrigation | 157.00 | 2.24 | 11.70 | |
08-22-1907 | 1757E | Irrigation | 160.00 | 2.28 | 13.98 | |
06-05-1919 | 4010E | Irrigation | 127.00 | 1.81 | 15.79 | POD/MOC change from a portion of McGovern No. 2 Ditch |
04-26-1956 | 5861E | Domestic, Irrigation, Stock | 72.00 | 1.03 | 16.82 | |
01-10-1961 | 6060E | Irrigation | 90.00 | 1.29 | 18.11 | POD/MOC change from a portion of McGovern No. 2 Ditch |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Horse Creek at South Horse Creek.2
Other Operational Information: Information not available at time of report.
|
Lead Ditch, Horse Creek, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | 3.08 | 189.38 | ||||||||
1994 | 10.12 | 622.25 | 3.56 | 218.90 | 1.51 | 92.85 | ||||
1995 | 26.72 | 1,642.95 | 45.26 | 2,782.93 | 23.99 | 1,475.09 | 5.57 | 342.49 | ||
1996 | 14.74 | 906.33 | 0.00 | 0.00 | ||||||
1997 | 13.92 | 855.91 | 11.75 | 722.48 | ||||||
1998 | 0.00 | 0.00 | 0.00 | 0.00 | ||||||
Averages: | 26.72 | 1,642.95 | 23.10 | 1,420.36 | 13.51 | 830.70 | 2.03 | 124.94 | 0.00 | 0.00 |
Data:
1988: 5/12, 14.5 cfs.
1990: 6/25, 12.0 cfs (est); 7/7, 4.0 cfs (est).
1991: 5/7, 4 cfs; 6/17, 20.13 cfs.
1993: 5/10, 5.80 cfs; 5/21, 50.80 cfs; 7/20, 10.60 cfs; 8/24, 1.00 cfs.
1994: 6/4, 25.50 cfs; 6/6, off; 6/18, 18.80 cfs; 6/19, 17.30 cfs; 6/27, 10.20 cfs; 7/15, 2.50 cfs; 8/8, 1.00 cfs; 9/7, off.
1995: 4/14, 3.0 cfs; 5/2, 18.0 cfs; 5/15, 25.0 cfs; 6/18, 50.0 cfs; 7/7, 41.9 cfs; 7/28, 3.0 cfs; 9/4, 8.0 cfs.
1996: 6/17, 31 cfs (est); 6/27, 65.1 cfs; 7/17, 2.5 cfs (est); 7/30, 8/23, off.
1997: 6/11, 21.0 cfs (est); 6/23, 21.8 cfs; 8/13, off.
1998: 5/29, 23.8 cfs; 6/22, 16.4 cfs; 8/14, 9/28, off.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Lena Ditch, North Beaver Creek
Diversion Description: Information not available at time of report.
Conveyance Description: Open Channel Canal.
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
09-13-1913 | 12043 | Domestic, Irrigation | 627.00 | 8.95 | 8.95 | |
08-08-1916 | 14321 | Domestic, Irrigation | 81.00 | 1.15 | 10.10 | POD/MOC change from McDole Ditch. |
12-17-1917 | 3840E | Irrigation | 10.10 | Supplementary Supply for 121.00 acres with Original Supply from Little Beaver Creek. POD/MOC change from McDole Ditch. |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Beaver Creek at North Beaver Creek.1
Other Operational Information: Information not available at time of report.
|
Lena Ditch, North Beaver Creek, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | 1.10 | 65.60 | ||||||||
1994 | 5.42 | 333.06 | 0.78 | 47.77 | ||||||
1995 | 7.85 | 467.05 | 14.47 | 889.52 | ||||||
1996 | ||||||||||
1997 | ||||||||||
1998 | ||||||||||
Averages: | 4.48 | 266.33 | 9.95 | 611.29 | 0.78 | 47.77 |
Data:
1990: 5/24, 19.1 cfs; 5/16, 12.9 cfs; 7/18, 2.0 cfs (est).
1991: 6/13, 15.0 cfs.
1992: NA, 0.00 cfs.
1993: 5/25, 4.20 cfs; 6/22, off; 8/9, 2.00 cfs.
1994: 5/19, 12.00 cfs; 7/1, 8.00 cfs; 8/18, off.
1995: 5/23, 3.5 cfs; 6/28, 10.0 cfs; 7/26, 18.0 cfs; 8/11, off.
1997: 6/9, 12.5 cfs (est).
1998: 7/28, off.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Luckpenny Ditch, Boulder Creek
Diversion Description: Diversion consists of a 48" steel headgate. No diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 4 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
01-10-1901 | 749E | Irrigation | 150.00 | 2.14 | 2.14 | POD/MOC change from a portion of Black Butte Ditch |
08-01-1904 | 6369 | Irrigation | 270.00 | 3.85 | 5.99 | |
08-28-1936 | 5041E | Irrigation | 351.00 | 5.01 | 11.00 | |
08-28-1936 | 5042E | Irrigation | 67.00 | 0.96 | 11.96 |
Storage Rights: None.
Estimated Canal Losses: Typical (10%).1
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Boulder Creek at Pot Creek.2
Other Operational Information: Information not available at time of report.
|
Luckpenny Ditch, Boulder Creek, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | 3.21 | 197.38 | 6.49 | 386.18 | ||||||
1994 | 8.11 | 498.66 | 10.90 | 648.60 | 6.22 | 382.45 | 1.05 | 64.56 | 1.20 | 71.40 |
1995 | 4.13 | 253.94 | 7.11 | 437.18 | ||||||
1996 | 8.07 | 496.20 | ||||||||
1997 | ||||||||||
1998 | 2.98 | 183.23 | ||||||||
Averages: | 5.15 | 316.66 | 8.70 | 517.39 | 6.22 | 382.45 | 5.41 | 332.65 | 1.20 | 71.40 |
Data:
1990: 6/12, 9.2 cfs.
1991: 6/12, 9.23 cfs; 9/20, 11.3 cfs.
1992: 5/28, 0.00 cfs; 7/14, 12.3 cfs.
1993: 5/14, 2.00 cfs; 6/17, 15.30 cfs.
1994: 5/9, 5.00 cfs; 5/25, 15.00 cfs; 6/3, 10.00 cfs; 6/8, 13.00 cfs; 6/9, 12.50; 7/16, 6.50 cfs; 8/16, off; 9/21, 2.50 cfs.
1995: 4/13, off; 4/20, 2.0 cfs; 5/11, 3.0 cfs; 5/26, 4.5 cfs; 6/6, 15.0 cfs; 7/19, 20 cfs (est); 8/25, 4.0 cfs.
1996: 7/2, 13 cfs (est); 8/8, 1.5 cfs (est).
1998: 5/19, off; 7/27, 4.8 cfs; 8/3, 4.5 cfs (est); 9/4, 0.90 cfs.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Pape Ditch, Green River
Diversion Description: Diversion consists of a wood stop log headgate. No diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 4 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
03-22-1901 | 3095 | Irrigation | 516.00 | 7.36 | 7.36 | |
02-02-1905 | 1344E | Irrigation | 80.00 | 1.14 | 8.50 | |
10-12-1905 | 1448E | Domestic, Irrigation, Stock | 220.00 | 3.14 | 11.64 | |
08-26-1909 | 2112E | Irrigation | 171.20 | 2.44 | 14.08 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Forty Rod Creek above Green River.2
Other Operational Information: Information not available at time of report.
|
Pape Ditch, Green River, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | ||||||||||
1994 | 23.28 | 1,431.43 | 7.73 | 475.30 | 0.27 | 16.60 | 1.14 | 70.10 | ||
1995 | 10.45 | 642.55 | 28.90 | 1,776.99 | 28.15 | 1,730.88 | 5.87 | 360.93 | ||
1996 | ||||||||||
1997 | ||||||||||
1998 | ||||||||||
Averages: | 10.45 | 642.55 | 26.09 | 1,604.21 | 17.97 | 1,103.09 | 2.05 | 125.84 | 1.14 | 70.10 |
Data:
1993: 5/25, 62.90 cfs; 9/14, 4.50 cfs.
1994: 5/20, 15.00 cfs; 6/6, 30.00 cfs; 7/1, 15.00 cfs; 8/2, 8/17, off; 9/20, 2.50 cfs.
1995: 5/9, 12.5 cfs; 5/26, 14.0 cfs; 6/19, 33.6 cfs; 7/19, 30 cfs (est); 8/21, off.
1996: 5/11, 2.5 cfs (est).
1997: 7/16, 29.0 cfs; 8/13, off.
1998: 6/2, 39.42 cfs; 7/28, 8/20, 9/15, off.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Payne-Gooden Ditch, Middle Beaver Creek
Diversion Description: Information not available at time of report.
Conveyance Description: Open Channel Canal.
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
11-22-1913 | 12141 | Irrigation | 1,061.00 | 15.13 | 15.13 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Beaver Creek at North Beaver Creek.1
Other Operational Information: Information not available at time of report.
|
Payne-Gooden Ditch, Middle Beaver Creek, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | ||||||||||
1994 | ||||||||||
1995 | 20.49 | 1,259.88 | ||||||||
1996 | ||||||||||
1997 | ||||||||||
1998 | ||||||||||
Averages: | 20.49 | 1,259.88 |
Data:
1993: 6/22, 11.50 cfs.
1994: 5/19, 18.00 cfs; 8/18, off.
1995: 6/28, 15.0 cfs; 7/26, 25.0 cfs; 8/11, off.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Preston Ditch, Boulder Creek
Diversion Description: No headgate or diversion dam exists.1
Conveyance Description: Open Channel Canal.
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
08-19-1918 | 15187 | Irrigation | 748.00 | 10.67 | 10.67 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Boulder Creek at Pot Creek.2
Other Operational Information: Ditch has not been used for years.1
|
Preston Ditch, Boulder Creek, Diversion Data
Data:
1993: 5/14, 6/17, off.
1994: 5/9, 5/25, off.
1995: 4/13, 5/11, off.
1998: 8/3, 9/4, off.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Scott Ditch, Green River
Diversion Description: Diversion consists of a single 36" slide gate. No diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 3 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
07-18-1898 | 1885 | Irrigation | 741.00 | 10.59 | 10.59 | |
05-18-1903 | 1057E | Irrigation | 30.00 | 0.43 | 11.02 | |
08-24-1914 | 3087E | Irrigation | 263.00 | 3.75 | 14.77 | |
03-25-1986 | 6820E | Irrigation | 192.00 | 2.74 | 17.51 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Green River at Forty Rod Creek.2
Other Operational Information: Information not available at time of report.
|
Scott Ditch, Green River, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | ||||||||||
1994 | 30.93 | 1,840.46 | 15.16 | 932.15 | 0.69 | 42.43 | 1.14 | 67.83 | ||
1995 | 16.45 | 1,011.47 | 43.70 | 2,600.33 | 45.87 | 2,820.44 | 9.78 | 601.35 | ||
1996 | 2.67 | 164.17 | 5.13 | 305.26 | 4.76 | 292.68 | ||||
1997 | ||||||||||
1998 | 0.00 | 0.00 | 0.00 | 0.00 | ||||||
Averages: | 9.56 | 587.82 | 26.59 | 1,582.02 | 21.93 | 1,348.42 | 3.49 | 214.59 | 0.57 | 33.92 |
Data:
1994: 5/20, 30.60 cfs; 6/6, 30.00 cfs; 6/21, 33.00 cfs; 7/1, 28.00 cfs; 8/2, 1.50 cfs; 8/17, off cfs; 9/20, 2.50 cfs.
1995: 5/9, 20.0 cfs; 5/26, 22.0 cfs; 6/19, 50 cfs (est); 7/19, 50 cfs (est); 8/21, off.
1996: 5/11, 3.5 cfs (est); 6/27, 5.5 cfs (est); 7/17, 14 cfs (est); 7/30, 16 cfs (est).
1998: 6/2, 16.42 cfs; 7/28, 8/20, 9/15, off.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Snider Ditch, Horse Creek
Diversion Description: Diversion consists of two 24" slide gates.1
Conveyance Description: Open Channel Canal, approximately 6 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
07-04-1898 | 1942 | Irrigation | 320.00 | 4.57 | 4.57 | |
01-11-1900 | 492E | Irrigation | 280.00 | 4.00 | 8.57 | |
03-25-1902 | 3794 | Irrigation | 80.00 | 1.14 | 9.71 | POD/MOC change from a portion of McGovern No. 2 Ditch |
05-23-1902 | 847E | Irrigation | 320.00 | 4.57 | 14.28 | Permitted Name: Snyder Ditch |
05-14-1904 | 1200E | Irrigation, Stock | 187.00 | 2.67 | 16.95 | |
03-28-1912 | 2774E | Irrigation | 80.00 | 1.14 | 18.09 | POD/MOC change from a portion of McGovern No. 2 Ditch |
09-04-1912 | 2678E | Irrigation | 314.00 | 4.48 | 22.57 | |
09-10-1914 | 3032E | Irrigation | 320.00 | 4.56 | 27.13 | POD/MOC change from a portion of McGovern Ditch |
11-30-1914 | 3066E | Irrigation | 117.00 | 1.67 | 28.80 | POD/MOC change from a portion of Irwin Ditch |
03-22-1915 | 3151E | Domestic, Irrigation | 52.00 | 0.74 | 29.54 | POD/MOC change from a portion of McGovern Ditch |
03-29-1918 | 3884E | Irrigation | 181.20 | 2.59 | 32.13 | |
04-17-1973 | 6479E | Irrigation | 37.00 | 0.53 | 32.66 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Horse Creek at South Horse Creek.2
Other Operational Information: Information not available at time of report.
|
Snider Ditch, Horse Creek, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | 35.84 | 2,203.72 | 30.20 | 1,797.02 | 6.40 | 393.52 | 0.55 | 33.82 | ||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | 35.53 | 2,184.65 | 11.11 | 661.09 | ||||||
1993 | 5.24 | 322.20 | ||||||||
1994 | 15.63 | 930.05 | 6.03 | 370.77 | 1.60 | 98.38 | ||||
1995 | 28.05 | 1,724.73 | 59.90 | 3,564.30 | 38.85 | 2,388.79 | 5.51 | 338.80 | ||
1996 | 10.75 | 660.99 | 0.38 | 23.37 | ||||||
1997 | ||||||||||
1998 | 18.95 | 1,127.88 | ||||||||
Averages: | 33.14 | 2,037.70 | 27.16 | 1,616.07 | 15.51 | 953.52 | 2.66 | 163.31 |
Data:
1988: 5/12, 50.1 cfs; 5/23, 61.24 cfs; 6/29, 13.3 cfs; 7/18, 5.3 cfs; 8/1, 1.5 cfs; 8/18, 0.5 cfs.
1990: 6/25, 25.0 cfs (est); 7/7, 4.0 cfs (est).
1991: 5/7, 8 cfs; 6/17, 12.11 cfs; 7/1, 21 cfs.
1992: 4/22,12.00 cfs; 5/4,40.00 cfs; 5/8, 26.30 cfs; 5/12, 40.00 cfs; 5/13, 45.00 cfs; 6/19, 10.00 cfs.
1993: 5/10, 15.30 cfs; 5/21, 55.3 cfs; 7/20, 12.30 cfs; 8/24, 5.5 cfs.
1994: 6/4, 38.20 cfs; 6/6, dry; 6/18, 30.40 cfs; 6/19, 25.60 cfs; 6/27, 15.30 cfs; 7/15, 5.00 cfs; 8/8, 1.00 cfs; 9/7, 2.50 cfs.
1995: 4/14, 2.0 cfs; 5/2, 15.0 cfs; 5/15, 25.0 cfs; 6/18, 65.0 cfs; 7/7, 68.8 cfs; 7/28, 5.0 cfs; 9/4, 6.0 cfs.
1996: 6/17, 19 cfs (est); 6/27, 42.0 cfs; 7/17, 4.0 cfs (est); 7/30, off; 8/23, 1.0 cfs (est).
1997: 6/11, 16.0 cfs (est); 6/23, 13.9 cfs; 8/13, off.
1998: 5/29, 31.55 cfs; 6/22, 23.6 cfs; 8/14, off.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Stockdale Ditch, Green River
Diversion Description: Diversion consists of two 36" slide gates. No diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 4 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
12-03-1903 | 5692 | Irrigation | 765.92 | 10.91 | 10.91 | |
11-14-1933 | 4931E | Domestic, Irrigation, Stock | 1,080.00 | 15.43 | 26.34 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Horse Creek at Prairie Creek.2
Other Operational Information: Information not available at time of report.
|
Stockdale Ditch, Green River, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | ||||||||||
1994 | 33.73 | 2,007.07 | 14.05 | 863.90 | 0.99 | 60.87 | 1.37 | 81.52 | ||
1995 | 10.36 | 637.01 | 22.08 | 1,313.85 | 19.57 | 1,203.31 | 2.96 | 182.00 | ||
1996 | 21.07 | 1,295.54 | 5.85 | 359.70 | ||||||
1997 | ||||||||||
1998 | ||||||||||
Averages: | 10.36 | 637.01 | 27.91 | 3,320.92 | 18.23 | 1,120.92 | 3.27 | 200.86 | 1.37 | 81.52 |
Data:
1993: 5/25, off; 7/20, 48.80 cfs; 9/14, 5.00 cfs.
1994: 5/20, 30.00 cfs; 6/6, 40.40 cfs; 7/1, 25.00 cfs; 8/2, 2.40 cfs; 8/17, off; 9/20, 3.00 cfs.
1995: 5/9, 10.0 cfs; 5/26, 15.6 cfs; 6/19, 45.0 cfs (est); 7/19, 39.6 cfs; 8/21, off.
1996: 5/11, off; 6/27, 18 cfs (est); 7/17, 24 cfs (est); 7/30, 18 cfs (est); 8/23, off.
1997: 6/25, 8/13, off.
1998: 6/2, 38.44 cfs.
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Sutton Ditch, Green River
Diversion Description: Diversion consists of a wood stop log headgate. No diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 3 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
08-11-1897 | 1566 | Irrigation | 670.00 | 8.84 | 8.84 | |
12-22-1900 | 606E | Irrigation | 93.00 | 1.33 | 10.17 | |
12-05-1968 | 6305E | Irrigation | 40.00 | 0.57 | 10.74 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Green River at Tom Poole Slough.2
Other Operational Information: Information not available at time of report.
|
Sutton Ditch, Green River, Diversion Data
No Diversion Data Available.
Todd Ditch, Horse Creek
Diversion Description: Diversion consists of a single 24" slide gate.1
Conveyance Description: Open Channel Canal, approximately 4 miles in length.1
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
07-00-1889 | Terr. | Irrigation | 100.00 | 1.43 | 1.43 | |
11-14-1901 | 737E | Irrigation | 623.00 | 8.87 | 10.30 | |
09-06-1906 | 1610E | Irrigation | 42.00 | 0.60 | 10.90 | |
01-18-1935 | 5025E | Domestic, Irrigation, Stock | 126.00 | 1.80 | 12.70 | Supplemental Supply for 450.00 acres with Original Supply from Green River |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Green River at Horse Creek.2
Other Operational Information: Information not available at time of report.
|
Todd Ditch, Horse Creek, Diversion Data
Wateryear | May | June | July | August | September | |||||
Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | Average (cfs) | Monthly Total (AF) | |
1980 | ||||||||||
1981 | ||||||||||
1982 | ||||||||||
1983 | ||||||||||
1984 | ||||||||||
1985 | ||||||||||
1986 | ||||||||||
1987 | ||||||||||
1988 | ||||||||||
1989 | ||||||||||
1990 | ||||||||||
1991 | ||||||||||
1992 | ||||||||||
1993 | ||||||||||
1994 | 15.72 | 935.40 | 5.27 | 324.04 | 0.00 | 0.00 | ||||
1995 | 10.29 | 632.71 | ||||||||
1996 | ||||||||||
1997 | ||||||||||
1998 | ||||||||||
Averages: | 15.72 | 935.40 | 7.78 | 478.37 | 0.00 | 0.00 |
Data:
1993: 5/10, 5.00 cfs.
1994: 6/4, dry; 6/6, 35.00 cfs; 6/18, dry; 6/19, dry; 6/27, 30.00 cfs; 7/15, dry; 8/8, off; 9/7, 3.00 cfs.
1995: 4/14, 2.0 cfs; 5/2, 6.5 cfs; 6/18, 35.0 cfs; 7/28, off.
1996: 7/3, 67 cfs (est).
Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.
Source: State Engineer's Office, Annual Hydrographers' Reports.
Vickery Number 1 Ditch, South Fork Horse Creek
Diversion Description: Information not available at time of report.
Conveyance Description: Open Channel Canal.
Wyoming Water Rights Summary:
Priority Date (M-D-Y) | Permit Number |
Permitted Use | Acres | Flow (cfs) |
Cumulative Flow (cfs) | Comments |
09-10-1900 | 2800 | Irrigation | 415.00 | 5.93 | 5.93 | |
04-18-1902 | 816E | Irrigation | 140.00 | 2.00 | 7.93 | |
03-25-1910 | 2229E | Irrigation | 79.42 | 1.13 | 9.06 | |
06-05-1916 | 3663E | Irrigation | 108.00 | 1.54 | 10.60 | |
07-09-1918 | 3920E | Irrigation | 113.00 | 1.61 | 12.21 |
Storage Rights: None.
Estimated Canal Losses: Information not available at time of report.
Irrigation Practices: Information not available at time of report.
Crop Types / Consumptive Use: Information not available at time of report.
Return Flows: Return flows are delivered to Cottonwood Creek at Ryegrass Junction.1
Other Operational Information: Information not available at time of report.
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Vickery Number 1 Ditch, South Fork Horse Creek, Diversion Data
No Diversion Data Available.