Water Division IVDistrict 11
Andrus Ditch, Spring Creek Diversion Description: Information not available at time of report.
Conveyance Description: Open Channel Canal. Wyoming Water Rights Summary:
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.
Andrus Ditch, Spring Creek, Diversion Data
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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
Apex Ditch, Green River, Diversion Data
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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
Ashley-Wolf Ditch, Green River, Diversion Data
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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.
Bonneville Ditch, Green River, Diversion Data
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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.
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:
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
Canyon Ditch, Green River, Diversion Data
Blank cells are due to missing/insufficient data. Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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.
* INDICATES COMPUTED FROM INCOMPLETE DATA E INDICATES ESTIMATED VALUE
* INDICATES COMPUTED FROM INCOMPLETE DATA E INDICATES ESTIMATED VALUE 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:
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
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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
Blank cells are due to missing/insufficient data. Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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.
* INDICATES COMPUTED FROM INCOMPLETE DATA E INDICATES ESTIMATED VALUE 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:
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:
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
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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:
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
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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:
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
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month. See Methodology section for explanations. Spot data readings used in calculating averages in table on following pages. 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:
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.
Vickery Number 1 Ditch, South Fork Horse Creek, Diversion Data No Diversion Data Available.
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