Water Division IVDistrict 10
Ada Ditch, Green River 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 Green River near Hill Ditch1 Other Operational Information: Information not available at time of report.
Ada Ditch, Green River, Diversion Data Data: 1992: 4/30, off; 6/17, 22 cfs (est); 7/17, 7/23, 8/14, off. 1993: 5/27, 45.0 cfs (est); 7/2, 18.0 cfs (est); 7/29, 8/23, 9/27, off. 1994: 7/25, off. 1995: 5/11, 28 cfs (est); 7/12, 40 cfs (est); 8/2, 9/18, off. 1996: 6/13, 45 cfs (est); 7/9, 59 cfs (est); 8/13, off. 1997: 6/6, 80 cfs (est); 6/11, 120.5 cfs; 7/28, 8/19, off. 1998: 6/12, 75 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Aurora Ditch, Fish Creek Diversion Description: Diversion consists of a single 40" diameter slide gate.1
Conveyance Description: Open Channel Canal, approximately 1 mile 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 South Piney Creek at Fish Creek.2 Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
Aurora Ditch, Fish 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: 1981: 5/4, 6 cfs; 6/11, 0.71 cfs. 1984: 7/3, 15 cfs; 7/13, 11 cfs; 8/8, 8 cfs. 1985: 5/9, off; 5/27, 3.4 cfs; 5/27, 2.8 cfs; 6/5, 3.4 cfs; 8/7, 0.5 cfs (est). 1986: 5/27, 3 cfs (est); 7/8, 9 cfs (est). 1987: 4/28, 4 cfs (est); 5/11, 3/4 cfs (est); 6/1, 3 cfs (est). 1988: 6/21, 3.0 cfs (est); 7/1, 2.5 cfs (est). 1989: 5/5, 2.7 cfs; 7/6, 3.0 cfs; 8/4, off. 1990: 5/10, 2.7 cfs (est); 6/5, 2.5 cfs; 6/14, 2.5 cfs (est); 6/26, 2.5 cfs(est); 8/13, 8/22, off. 1991: 5/9, 6.5 cfs (est); 5/14, 2.7 cfs (est); 5/24, 4.5 cfs; 6/4, 4.5 cfs; 6/28, 4.5 cfs; 7/3, 2.8 cfs (est); 7/16, 3.0 cfs (est); 8/12, 9/6, 9/18, off. 1993: 5/26, 5.0 cfs (est); 6/24, 8.0 cfs (est); 7/16, 2.5 cfs (est); 8/2, off. 1994: 5/5, 2.5 cfs (est); 5/9, 2.5 cfs; 5/24, 2.6 cfs; 6/2, 1.9 cfs (arrive), 2.6 cfs (depart); 6/27, 7/10, 7/18, 7/19, 7/28, 8/8, 9/15, 9/30, off. 1995: 4/19, 1.5 cfs (est) (arrive), off (depart); 5/8, off; 5/16, 1.96 cfs (est); 5/19, 1.96 cfs (est) (arrive), 2.67 cfs (est) (depart); 5/30, 3.35 cfs (arrive), 2.67 cfs (est) (depart); 6/1, 2.6 cfs (est) (arrive), 3.3 cfs (est) (depart); 6/13, 6 cfs (est); 6/16, 6 cfs (est) (arrive), 8 cfs (est) (depart); 7/13, 8 cfs (est) (arrive), 9 cfs (est) (depart); 8/14, 0.5 cfs (est). 1996: 6/4, 6 cfs (est); 7/3, 12 cfs (est); 7/24, 12 cfs (est); 8/8, 8/30, off. 1997: 5/27, 8 cfs (est); 7/31, off. 1998: 5/15, 4.2 cfs; 5/19, 6.1 cfs; 7/6, 12 cfs (est); 7/22, 4 cfs (est); 8/6, 9/30, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Barbara Budd Ditch, Fish Creek Diversion Description: Diversion consists of a single 3' by 6' wooden plank structure.1
Conveyance Description: Open Channel Canal, approximately 2 1/2 miles in length.1 Wyoming Water Rights Summary:
Storage Rights: None. Estimated Canal Losses: Slightly greater than typical losses (20%) 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 South Piney Creek at Fish Creek.2 Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
Barbara Budd Ditch, Fish 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: 1980: 5/2, off; 5/22, 10 cfs. 1981: 5/4, 1 cfs; 6/11, off. 1982: 7/19, 10.9 cfs; 8/10, 0.87 cfs; 8/24, 0.42 cfs; 9/17, 0.28 cfs; 9/29, 4.41 cfs; 10/13, 2.31 cfs. 1983: 5/3, off; 5/27, 7.39 cfs; 7/5, 11.8 cfs; 8/2, 0.98 cfs; 9/6, 0.70 cfs (est); 10/19, 0.30 cfs; 11/3, off. 1984: 6/12, 8 cfs; 7/5, 11 cfs; 7/13, 5 cfs; 8/8, off. 1985: 5/10, 6.0 cfs (est); 5/10, 2.0 cfs (est); 5/13, 0.3 cfs; 5/20, 1.0 cfs (est); 5/27, off; 5/28, 1.0 cfs (est), 6/5, 1.8 cfs (est); 6/18, off; 8/7, 2.0 cfs (est). 1986: 5/27, 10.8 cfs; 7/8, 9 cfs; 7/30, 3 cfs (est); 9/2, 2 cfs (est). 1987: 4/28, off; 5/4, 4 cfs (est); 5/11, 1 cfs (est); 5/27, 5 cfs (est); 6/1, 1 cfs (est); 6/17, off. 1988 (all est): 6/21, 1.0 cfs; 7/1, 1.0 cfs; 8/24, 1.0 cfs. 1989: 5/5, off; 6/14, 1.0 cfs (est); 6/20, 2.0 cfs (est); 7/6, 1.0 cfs (est); 8/4, 1.0 cfs (est). 1990: 5/10, off; 6/5, 1.0 cfs (est); 6/14, 1.0 cfs (est); 6/26, 2.0 cfs (est); 8/13, 2.0 cfs (est); 8/22, off. 1991 (all est): 5/9, 3.0 cfs; 5/14, off; 5/24, 1.0 cfs; 6/4, 2.4 cfs; 6/28, 2.0 cfs; 7/3, 2.0 cfs; 7/16, 2.0 cfs; 8/12, off; 9/6, 3.0 cfs; 9/18, 3.0 cfs. 1993: 5/26, 2.0 cfs (est); 6/24, 4.0 cfs (est); 7/16, 1.0 cfs (est); 8/2, 3.0 cfs (est). 1994: 4/18, 2.5 cfs (est) (arrive), off (depart); 5/9, 7/10, 7/18, 7/19, 7/28, 8/8, 9/15, 9/30, off. 1995: 10/26/94, 3.0 cfs (est); 4/19, 1.0 cfs (est); 5/9, 5/16, off; 6/1, off (arrive), 1 cfs (est) (depart); 6/13, 1 cfs (est) (arrive), 5 cfs (est) (depart); 7/13, off; 8/14, 2 cfs (est). 1996: 6/4, 3 cfs (est); 7/3, 5 cfs (est); 7/24, 9 cfs (est); 8/8, 8 cfs (est); 8/30, 2.9 cfs. 1997: 5/27, 3.6 cfs; 7/31, 6 cfs (est). 1998: 5/15, 2.1 cfs; 5/19, 1.6 cfs; 7/6, 4 cfs (est); 8/6, 2 cfs (est); 9/30, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Bedier Ditch, North Piney Creek Diversion Description: Diversion consists of a single 2 1/2' by 2 1/2' wood slide gate mounted on a wood structure. The remains of a beaver dam act as a diversion dam.1
Conveyance Description: Open Channel Canal, approximately 2 miles in length.1 Wyoming Water Rights Summary:
Storage Rights: None. Estimated Canal Losses: Slightly greater than typical losses (15%) 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 North Piney Creek at Fleming Slough.2 Other Operational Information: The canal is typically turned on the first of May and off in late July.1
Bedier Budd Ditch, North Piney 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: 1981: 6/22, 8.3 cfs; 6/26, 9 cfs; 7/8, 7.3 cfs; 7/9, 5.3 cfs; 7/13, off. 1982: 5/14, 7.27 cfs; 5/21, 29.6 cfs; 6/3, 14.6 cfs; 6/18, 31.7 cfs; 7/21, 4.90 cfs; 8/12, 0.70 cfs; 10/7, 0.13 cfs; 10/22, 0.15 cfs (est). 1983: 5/20, off; 7/12, 16.0 cfs; 7/28, 19.0 cfs; 8/12, 9.45 cfs; 9/13, 1.37 cfs; 10/12, 0.80 cfs (est); 11/16, 3.00 cfs (est). 1984: 5/18, 33 cfs; 5/30, 26 cfs; 7/17, 2 cfs; 8/9, 9/5, 10/2, off. 1985: 6/21, 16.7 cfs; 7/1, 13.2 cfs; 7/3, 7/15, 8/21, off. 1986: 5/2, off; 5/14, 5.6 cfs; 6/23, 15 cfs (est); 8/6, 4 cfs (est). 1987: 5/28, 5 cfs (est); 6/25, off (rotated). 1988: 7/5, 4.0 cfs; 7/7, 7/25, 9/2, off. 1989: 4/25, off; 5/19, 2.3 cfs; 6/15, 22.0 cfs (est); 7/6, 5.7 cfs; 7/10, 6.0 cfs (est); 7/17, 5.0 cfs (est); 7/24, 2.0 cfs (est); 8/3, 8/16, 8/25, 8/30, off. 1990: 5/3, 5/17, 5/29, off; 6/13, 2.5 cfs (est); 7/6, 2.0 cfs (est); 7/18, 7/31, 8/14, off. 1991: 5/15, off; 5/20, 2.0 cfs (est); 6/5, 2.0 cfs (est); 6/11, 3.5 cfs (est); 7/1, 4.5 cfs; 7/15, 6.5 cfs; 8/2, 3.5 cfs (est); 8/19, 2.0 cfs (est); 9/16, off. 1992: 4/23, off; 5/12, 3.5 cfs (est); 5/16, 6.5 cfs (est); 5/19, 6.3 cfs; 5/26, 6.5 cfs; 6/4, 6/11, 6/18, 7/7, off; 7/14, 2.0 cfs (est); 7/16, 8.0 cfs (est); 8/4, 3.0 cfs (est); 8/28, 2.0 cfs (est); 9/8, 1.5 cfs (est). 1993: 5/18, 16.0 cfs (est); 6/15, 25.0 cfs (est); 7/8, 14.0 cfs (est); 7/11, 6.5 cfs; 7/19, 6.0 cfs (est); 7/23, 6.0 cfs; 7/28, 6.0 cfs (est); 8/10, 6.5 cfs (est); 8/18, off; 9/27, 3.0 cfs (est). 1994: 5/5, 8.5 cfs (est); 5/25, 6.3 cfs; 5/29, 12.5 cfs; 6/3, 13.0 cfs (est) (arrive), 8.5 cfs (depart); 6/7, 10.8 cfs; 6/9, 8.0 cfs (est) (arrive), 6.0 cfs (est) (depart); 6/13, 6.3 cfs (est) (arrive), off (depart); 6/20, 6/22, off; 6/24, 5.5 cfs (est) (arrive), off (depart); 6/25, 6/27, 6/28, 7/1, 7/11, 7/15, off; 7/28, 2.0 cfs (est); 8/4, 2.0 cfs (est); 8/11, 3.0 cfs (est); 8/17, dry; 8/26, off; 9/23, dry; 9/27, off. 1995: 10/26/94, 2.5 cfs (est); 4/20, off; 5/22, 17 cfs (est) (arrive); 5.0 cfs (est) (depart); 5/24, 6.0 cfs (est); 5/26, 8 cfs (est); 6/22, 11.8 cfs; 8/3, 0.5 cfs (est); 8/11, 1 cfs (est); 8/25, 10 cfs (est); 9/12, 1 cfs (est). 1996: 4/30, 9.0 cfs; 6/10, 17 cfs (est); 7/2, 20 cfs (est); 7/19, 0.5 cfs (est); 8/14, 9/27, off. 1997: 5/1, off; 5/23, 16 cfs (est); 8/8, 9/12, off. 1998: 5/12, 0.5 cfs (est); 6/10, 3.5 cfs (est); 7/7, 9.5 cfs; 7/27, 8/14, 8/28, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Cottonwood Canal, Cottonwood 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: Approximately 70% of the return flows are delivered to Upper Muddy Creek, and approximately 30% to Green River at Bray Draw.1 Other Operational Information: Information not available at time of report.
Cottonwood Canal, Cottonwood Creek, Diversion Data Data: 1997: 6/2, 53.0 cfs; 8/8, 30 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Cowdell Waste Water Ditch, Green River 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 Green River near Stott's Ditch.1 Other Operational Information: Information not available at time of report.
Cowdell Waste Water Ditch, Green River, Diversion Data No Diversion Data Available.
Darrow Ditch, South 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 South Beaver Creek at between Chall Creek and Beaver Creek.1 Other Operational Information: Information not available at time of report.
Darrow Ditch, South Beaver Creek, Diversion Data No Diversion Data.
Dewey Ditch, North Piney Creek Diversion Description: Diversion consists of a single 40" slide. A diversion dam consisting of old Volkswagen cars exists.1
Conveyance Description: Open Channel Canal, approximately 2 1/2 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 North Piney Creek at Spring Creek.2 Other Operational Information: The canal is typically turned on the first of May and off in late July.1
Dewey Ditch, North Piney 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: 1985: 6/21, 14.2 cfs; 7/3, off; 7/15, off; 7/18, 7.8 cfs; 8/21, 3.0 cfs (est). 1986: 5/14, off; 6/23, 25 cfs (est); 6/23, off; 8/6, 4 cfs (est). 1987: 5/28, 6 cfs (est); 6/25, off (rotated); 7/29, 3 cfs (est). 1988: 7/5, off; 7/25, 7.0 cfs; 8/9, 8.5 cfs; 8/19, off. 1989: 4/25, 8.5 cfs (est); 5/19, 18.4 cfs; 6/15, 28.0 cfs (est); 7/6, 16.0 cfs (est); 7/10, 15.0 cfs (est); 7/17, 12.0 cfs (est); 7/24, 8/3, off; 8/16, 7.2 cfs; 8/25, 11.0 cfs (est); 8/30, 8.0 cfs (est). 1990: 4/20, 2.0 cfs (est); 5/3, 16.8 cfs; 5/7, 18.0 cfs; 5/17, 16.3 cfs; 5/29, 15.0 cfs; 6/4, off; 7/6, 12.2 cfs; 7/13, 7/18, off; 7/31, 11.0 cfs (est); 8/14, 10.0 cfs 1991: 5/15, 12.8 cfs; 5/20, 16.0 cfs; 6/5, 18.0 cfs (est); 6/11, 29.5 cfs; 7/1, 21.5 cfs; 7/15, 12.0 cfs (est); 8/2, 12.4 cfs; 8/19, 9/16, off. 1992: 4/23, 12.0 cfs (est); 5/13, 18.0 cfs (est); 5/16, 12.0 cfs (est); 5/19, 12.0 cfs; 5/26, 12.0 cfs; 6/8, 3.8 cfs (rotated); 6/18, 3.8 cfs (rotated); 6/19, off (rotated); 7/7, off; 7/14, 6.0 cfs; 7/16, 6.5 cfs; 8/4, 16.0 cfs; 8/28, 8.1 cfs; 9/8, 8.0 cfs. 1993: 5/18, 21.0 cfs (est); 6/15, 22.0 cfs (est); 7/8, 16.0 cfs (est); 7/11, 12.1 cfs; 7/19, 12.5 cfs; 7/21, 12.5 cfs; 7/23, 12.5 cfs; 7/23, 4.2 cfs (rotated); 7/28, 4.5 cfs (rotated); 7/28, 8.0 cfs; 8/10, 14.0 cfs (est); 8/18, 9/27, off. 1994: 5/5, 14.0 cfs (est); 5/20, 18.0 cfs (est); 5/25, 11.9 cfs; 5/29, 20 cfs; 6/3, 20.0 cfs (est) (arrive), 12.2 cfs (depart); 6/7, 17.6 cfs; 6/13, 17.8 cfs (arrive), 12.6 cfs (depart); 6/20, 11.9 cfs; 6/22, 11.5 cfs; 6/24, 6.0 cfs (est) (arrive), 4.0 cfs (rotated) (depart); 6/27, 4.0 cfs (arrive), off (depart); 6/28, 7/1, 7/11, 7/15, 7/28, 8/4, 8/11, off; 8/17, 1.5 cfs (est); 8/26, 2.5 cfs (est); 9/23, 3.5 cfs (est); 9/27, 2.0 cfs (est). 1995: 10/26/94, 3.5 cfs (est); 4/20, off; 5/8, 8.0 cfs (est); 5/22, 21.5 cfs (est) (arrive), 8.0 cfs (est) (depart); 5/24, 9.5 cfs (est); 5/26, 6 cfs (est); 6/22, 25.9 cfs; 6/30, 23.5 cfs; 8/3, 20 cfs (est); 8/11, 0.5 cfs (est); 8/25, off. 1996: 4/30, 12.0 cfs; 6/10, 17.8 cfs; 7/2, 29 cfs; 7/19, 21 cfs; 8/14, 0.5 cfs (est); 8/22, off; 9/27, 5.3 cfs. 1997: 5/1, off; 5/23, 16 cfs; 7/23, 11.2 cfs; 8/8, 6.3 cfs; 9/12, 1.0 cfs (est). 1998: 5/12, off; 6/10, 2 cfs (est); 6/19, 2 cfs (est); 7/7, 0.5 cfs (est) (arrive), 30 cfs (est) (depart); 7/27, 8/14, 8/28, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Essex Ditch, Cottonwood 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 Cottonwood Canal.1 Other Operational Information: Information not available at time of report.
Essex Ditch, Cottonwood 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: 1983: 6/16, 52.3 cfs; 7/27, 8/10, 9/14, 10/13, off; 11/3, 3.64 cfs. 1984: 5/16, 3 cfs; 5/29, 42 cfs; 6/13, 19 cfs; 6/26, 48 cfs; 9/10, off. 1986: 5/20, 37.4 cfs; 5/23, 47.0 cfs; 7/3, 55 cfs (est); 7/18, 7/29, 8/11, off. 1990: 6/15, 23.0 cfs (est); 7/17, 8.0 cfs (est); 8/29, off. 1991: 5/28, 30.0 cfs (est); 6/16, 36.6 cfs; 7/22, 8/9, 9/4, off. 1992: 4/24, 6/22, 6/27, 7/1, off; 7/8, 3.0 cfs (est); 7/28, off. 1993: 5/19, 28.0 cfs; 6/16, 48.0 cfs; 8/4, 8/30, 9/27, off. 1994: 5/18, 36.0 cfs (est); 6/21, 24 cfs (est); 7/6, 7/29, 8/25, 9/7, off. 1995: 6/4, 38.0 cfs (est); 6/27, 38 cfs (est); 7/27, off; 8/4, 0.5 cfs (est). 1996: 6/14, 30 cfs (est); 6/27, 30 cfs (est); 7/26, 1 cfs (est). 1997: 5/15, 50 cfs (est); 7/14, 2 cfs (est). 1998: 7/2, 50 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Ex-Pence Ditch, South Piney Creek Diversion Description: Diversion consists of single 5' metal slide gate in a wood frame.1
Conveyance Description: Open Channel Canal, approximately 9 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: Approximately 90% of the return flows are delivered to North Piney Canal at the confluence of the east and west channels, and 10% to Middle Piney Creek above North Channel.2 Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
Ex-Pence Ditch, South Piney 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: 1980: 5/2, 6 cfs; 5/22, 6 cfs; 7/30, 9/25, off. 1981: 6/1, off. 1982: 5/27, 20.5 cfs; 6/10, 17.2 cfs; 6/24, 44.3 cfs; 7/13, 30.5 cfs; 8/10, 22.0 cfs; 8/26, 9.45 cfs; 9/20, 17.8 cfs; 10/11, 11.8 cfs. 1983: 6/2, 28.8 cfs; 7/18, 16.6 cfs; 8/4, 2.51 cfs; 9/20, 1.73 cfs; 10/20, off. 1984: 5/14, 15 cfs; 5/31, 32 cfs; 7/16, 13 cfs; 9/13, 13 cfs; 10/11, 11 cfs. 1986: 05/13, off; 5/22, 7 cfs (est); 5/30, 21.8 cfs; 7/2, 25 cfs (est); 7/30, 3 cfs (est); 8/22, 9/5, off. 1987 (all est): 4/23, off; 4/28, 8 cfs; 5/4, 3 cfs; 5/12, 7 cfs; 5/18, 9 cfs; 6/2, 7 cfs; 6/17, 6/24, off; 7/1, 3 cfs; 7/7, 4 cfs; 7/13, 7 cfs; 7/28, 6 cfs. 1988: 6/20, 7.4 cfs; 6/27, 8/4, 8/15, off. 1989: 5/3, 11.3 cfs; 5/4, off; 5/9, 9.0 cfs (est); 6/8, 12.0 cfs (est); 7/3, 12.0 cfs (est); 7/31, 5.0 cfs (est); 8/7, 5.0 cfs (est); 8/15, 9/18, off. 1990: 4/16, 12.0 cfs (est); 5/8, 12.6 cfs; 6/4, 5.0 cfs (est); 6/10, 5.5 cfs; 7/10, 8.0 cfs; 8/20, 7.5 cfs. 1991: 5/6, 8.4 cfs; 5/13, off; 5/23, 10.0 cfs (est); 6/4, 10.0 cfs (est); 6/13, 10.0 cfs (est); 6/28, 11.5 cfs; 7/3, 7.0 cfs (est); 7/22, 7.5 cfs (est); 8/12, 9/6, off; 9/18, 7.0 cfs (est). 1992: 4/10, 3.5 cfs (est); 4/12, 4/20, 5/1, 5/12, 5/20, 5/26, 6/9, 6/26, 7/1, 7/15, 7/20, 8/4, 8/7, 8/21, 9/15, 9/21, off. 1993: 4/19, 15.0 cfs (est); 4/19, off; 4/23, 6.0 cfs (est); 4/23, 4/27, 4/29, 5/4, 5/5, 5/10, 5/12, 5/14, off; 5/14, 7.5 cfs (est); 5/17, 11.5 cfs; 5/24, 10.5 cfs; 5/27, 12.0 cfs; 5/27, 9.7 cfs; 5/28, 10.0 cfs; 6/11, 21.0 cfs; 6/11, 15.1 cfs; 6/24, 10.5 cfs (est); 6/30, 7.0 cfs (est); 7/6, 12.0 cfs (est); 7/8, 11.5 cfs; 7/8, 7.5 cfs; 7/19, 4.2 cfs; 8/2, 8/9, 8/18, 8/26, 9/2, 9/7, 9/9, 9/20, 9/28, off. 1994: 4/7, 4/8, 4/13, 4/14, 4/24, 5/2, 5/5, off; 5/9, 4.3 cfs; 5/11, 7.05 cfs; 5/26, 7.0 cfs (arrive), 4.3 cfs (depart); 6/6, 4.5 cfs (est); 6/15, 4.2 cfs (est); 6/26, 8/21, 8/26, 9/2, 9/9, 9/30, off. 1995: 10/26/94, 2.5 cfs (est); 4/13, 10.9 cfs; 4/18, 12.0 cfs (arrive), off (depart); 4/25, 1.0 cfs (est) (arrive), off (depart); 4/27, off; 5/1, 3.6 cfs (arrive), 5.6 cfs (est) (depart); 5/5, 8.1 cfs (arrive), 5.0 cfs (est) (depart); 5/11, 5/18, off; 5/22, 5 cfs (est) (arrive), off (depart); 5/23, off (arrive), 10 cfs (est) (depart); 5/24, 12.5 cfs (est); 5/25, 8.5 cfs (est); 5/29, 6 cfs (est); 6/2, 10 cfs (est); 6/9, 10 cfs (est) (arrive), 15 cfs (est) (depart); 6/12, 15 cfs (est) (arrive), 7 cfs (est) (depart); 6/16, 14 cfs (est) (arrive), 16 cfs (est) (depart); 6/23, 24 cfs (est) (arrive), 6/23, 23 cfs (est) (depart); 6/26, 27.3 cfs (arrive), 14 cfs (est) (depart); 6/30, 15 cfs (est); 7/3, 15 cfs (est); 7/14, 15 cfs (est); 8/24, 4 cfs (est); 9/28, 5.0 cfs (est); 10/5, 8 cfs (est). 1997: 5/5, 3 cfs (est); 7/22, 5.5 cfs; 9/24, 2.5 cfs (est). 1998: 5/12, 11.3 cfs; 6/1, 20 cfs (est); 8/6, 3.5 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Fleming Ditch, North Piney Creek Diversion Description: Diversion consists of a single 24" diameter Waterman slide gate mounted on a concrete structure.1
Conveyance Description: Open Channel Canal, approximately 1 mile 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 North Piney Creek at Fleming Slough.2 Other Operational Information: The canal is typically turned on the first of May and off in late July.1
Fleming Ditch, North Piney 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: 1981: 6/22, 9 cfs; 6/26, 9 cfs; 7/8, 8 cfs; 7/9, 8.5 cfs; 7/13, off; 7/15, 1.25 cfs; 7/21, 1.50 cfs; 7/28, 2.0 cfs. 1982: 5/14, 11.3 cfs; 5/21, 15.9 cfs; 6/3, 13.2 cfs; 6/18, 48.4 cfs; 7/21, 29.1 cfs; 8/12, 18.3 cfs; 9/7, 5.67 cfs; 10/7, 1.54 cfs; 10/22, 1.17 cfs. 1983: 5/20, 10.9 cfs; 6/7, 24.7 cfs; 7/12, 31.4 cfs; 7/28, 3.35 cfs; 8/12, 3.69 cfs; 9/13, 1.54 cfs; 10/12, 2.98 cfs; 11/16, 3.00 cfs. 1984: 5/18, 14 cfs; 5/30, 14 cfs; 6/14, 12 cfs; 6/28, 43 cfs; 7/17, 12 cfs; 8/9, 9/5, 10/2, off. 1985: 7/1, 6.0 cfs (est); 7/3, 3.0 cfs (est); 7/15, 1.0 cfs (est); 7/18, 9.0 cfs (est); 8/21, 1.5 cfs (est). 1986: 5/14, 2 cfs (est); 7/16, 3.5 cfs; 8/6, off. 1987: 5/28, 8 cfs (est); 6/25, off (rotated). 1989: 4/25, 4.1 cfs; 5/19, 11.2 cfs; 7/6, 14.5 cfs; 7/17, 9.0 cfs (est); 7/24, 6.0 cfs (est); 8/3, 8/16, 8/30, off. 1990: 5/3, 6.7 cfs; 5/17, 4.5 cfs (est); 5/29, off; 6/1, 9.0 cfs (est); 7/6, 5.0 cfs; 7/18, 5.6 cfs; 7/31, 5.6 cfs; 8/14, 4.5 cfs (est). 1991: 5/15, 3.0 cfs(est); 5/20, 4.0 cfs (est); 6/5, 6.0 cfs (est); 6/11, 8.5 cfs (est); 7/1, 11.0 cfs; 7/15, 5.7 cfs; 8/2, 4.0 cfs (est); 8/19, 4.0 cfs (est); 9/16, 3.5 cfs (est). 1992: 4/23, off; 5/13, 4.5 cfs (est); 5/16, 8.0 cfs (est); 5/19, 8.8 cfs; 5/26, 8.8 cfs; 6/11, 6/12, 6/18, 7/7, 7/14, 7/16, off; 8/4, 2.0 cfs (est); 8/26, 2.0 cfs (est); 9/8, 1.5 cfs (est). 1993: 5/18, 14.0 cfs (est); 7/8, 13.0 cfs (est); 7/11, 8.5 cfs (est); 7/19, 4.6 cfs; 7/21, 8.5 cfs; 7/23, 8.0 cfs; 7/28, 8.5 cfs; 8/10, 8.5 cfs; 8/18, 4.5 cfs (est); 9/27, 4.0 cfs (est). 1994: 5/5, 5.0 cfs (est); 5/20, 4.5 cfs (est); 5/25, 9.0 cfs; 6/3, 12.0 cfs; 6/7, 8.7 cfs (arrive); 12.0 cfs (depart); 6/13, 12.0 cfs (est) (arrive), 8.9 cfs (depart); 6/20, 8.9 cfs; 6/22, 9.0 cfs (arrive), off (depart); 6/24, 4.5 cfs (est) (arrive), off (depart); 6/25, 6/27, 6/28, 7/1, 7/11, 7/15, off; 7/28, 5.5 cfs; 8/4, 2.0 cfs (est); 8/11, 2.0 cfs (est); 8/17, 1.5 cfs (est); 8/26, 1.0 cfs (est); 9/23, 1.5 cfs (est); 9/27, 1.0 cfs (est). 1995: 10/26/94, off; 4/20, 1.5 cfs (est); 5/8, 1.0 cfs (est); 5/22, 2.5 cfs (est); 5/24, 3.5 cfs (est); 5/26, 5 cfs (est); 7/17, 8.3 cfs; 8/3, 1 cfs (est); 8/11, 2 cfs (est); 8/25, 0.5 cfs (est); 9/12, 0.25 cfs (est). 1996: 4/30, 0.5 cfs (est); 6/13, 20 cfs (est); 7/12, 7 cfs (est); 7/19, 2 cfs (est); 8/14, 0.5 cfs (est); 9/27, off. 1997: 5/1, 1 cfs (est); 8/8, 6 cfs (est); 9/12, 3.0 cfs (est). 1998: 5/12, 3 cfs (est); 6/10, 12.2 cfs; 6/19, 14.0 cfs; 7/27, 6.7 cfs; 8/14, 8/28, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Fredell Ditch, South Cottonwood Creek Diversion Description: Diversion consists of two 48" steel panels. A rock diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 7 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 Killpecker Creek above Cottonwood Creek.2 Other Operational Information: Information not available at time of report.
Fredell Ditch, South Cottonwood 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: 1981: 6/8, 70 cfs; 7/1, 50 cfs. 1984: 5/29, 38 cfs; 6/13, 37 cfs; 6/27, 17 cfs; 7/10, 47 cfs; 9/10, off. 1986: 5/21, off; 6/13, 50 cfs (est); 7/3, 15 cfs (est); 7/29, off; 8/11, off. 1987: 4/29, off; 7/7, 2 cfs (est). 1988: 7/29, off. 1992: 4/24, 11.0 cfs (est); 6/22, 7/1, off; 7/8, 6.0 cfs (est); 7/24, off. 1993: 8/4, 8/30, off. 1994: 7/6, 11.0 cfs (est); 8/25, 4.5 cfs (est). 1995: 6/4, 19.5 cfs (est). 1997: 5/15, 5/28, off; 7/16, 41 cfs. 1998: 6/16, 40 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, 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 Island Ditch, Green River Diversion Description: Diversion consists of three 5' by 5' slide gates mounted on a concrete structure. A concrete rubble 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: 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 the Green River. Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
Green River Island Ditch, Green River, Diversion Data Data: 1992: 5/1, off; 6/16, 38.0 cfs; 7/16, 36.6 cfs; 8/14, off. 1993: 7/6, 38.0 cfs (est); 8/23, 9/3, off. 1995: 6/29, 128 cfs; 7/25, 8/22, off. 1996: 7/15, 120 cfs (est); 7/26, 2 cfs (est). 1997: 4/30, off; 5/30, 95.5 cfs; 7/24, off. 1998: 6/5, 68.9 cfs; 6/24, 120 cfs (est); 7/21, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Guthrie Number 2 Ditch, North Cottonwood Creek Diversion Description: Diversion consists of a 48" wood gate. No 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: 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 Cottonwood Creek at Ryegrass Junction.1 Other Operational Information: Information not available at time of report.
Guthrie Number 2 Ditch, North Cottonwood Creek, Diversion Data Data: 1993: 5/19, off. 1997: 5/15, off; 7/16, 12 cfs (est); 8/7, off. 1998: 6/16, 12 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
H. McKay Ditch, North Piney Creek Diversion Description: Diversion consists of two 36" Waterman slide gates.1
Conveyance Description: Open Channel Canal, approximately 8 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: Approximately 60% of the return flows are delivered to Meadow Canyon, and 40% to North Piney Creek near Marbleton.1 Other Operational Information: The canal is typically turned on the first of May and off in late July.1
H. McKay Ditch, North Piney 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: 1985: 6/21, 27.4 cfs; 6/21, 25.0 cfs (est); 7/4, 15.6 cfs; 8/19, off. 1986: 5/14, 3 cfs (est); 6/4, 40.2 cfs; 8/6, off. 1987: 6/26, 18 cfs (est) (rotated); 7/28, off. 1988: 7/5, 11.0 cfs (est); 7/7, 10.6 cfs; 7/13, 18.0 cfs; 9/2, off. 1989: 5/30, 18.8 cfs; 7/10, 14.0 cfs (est); 7/17, 12.5 cfs (est); 8/25, off; 8/30, 3.5 cfs (est). 1990: 5/29, 7.0 cfs (est); 6/6, 7.3 cfs; 6/13, 12.5 cfs (est); 6/22, 12.5 cfs (est); 6/27, 14.6 cfs; 7/11, 16.5 cfs (est); 7/12, 12.0 cfs; 7/18, 12.0 cfs; 7/30, off. 1991: 5/9, 5/15, off; 6/5, 18.0 cfs; 7/1, 20.5 cfs; 7/5, 12.5 cfs; 7/15, 12.5 cfs; 8/2, 9/6, off. 1992: 4/23, 5/13, off; 5/19, 8.5 cfs; 5/26, 8.5 cfs; 5/29, 7.9 cfs; 6/8, 8.5 cfs; 6/12, 8.5 cfs; 6/18, 8.5 cfs; 7/1, 8.5 cfs; 7/7, 8.5 cfs; 7/14, 8.0 cfs; 7/16, 8/4, 8/28, dry. 1993: 4/30, off; 5/7, 9.0 cfs (est); 5/14, 6.5 cfs (est); 5/18, 12.0 cfs (est); 5/28, 28.4 cfs; 6/2, 26.0 cfs; 6/6, 36.0 cfs (est); 6/17, 42.0 cfs (est); 6/30, 29.5 cfs; 7/11, 17.2 cfs; 7/12, 17.0 cfs; 7/13, 18.3 cfs; 7/14, 18.3 cfs; 7/16, 18.0 cfs; 7/19, 18.3 cfs; 7/21, 18.0 cfs; 7/23, 18.5 cfs; 7/26, 24.0 cfs; 7/28, 21.0 cfs; 8/10, 8/18, 9/27, off. 1994: 4/19, 5/5, off; 5/25, 8.5 cfs; 5/29, 17 cfs; 5/31, 18.0 cfs; 6/3, 22.0 cfs (arrive), 17.5 cfs (depart); 6/9, 15.0 cfs (est) (arrive), 12.0 cfs (depart); 6/20, 12.0 cfs (est) (arrive), 8.5 cfs (depart); 6/22, 13.0 cfs (arrive), 8.5 cfs (depart); 6/28, 10.5 cfs (arrive), 8.5 cfs (depart); 7/15, 12.0 cfs (rotated); 7/21, 11.0 cfs; 8/11, 9/23, 9/27, off. 1995: 5/8, off; 5/22, 2.5 cfs (est); 5/26, 3.5 cfs (est); 7/27, 8/21, off. 1996: 5/21, 1.7 cfs; 5/31, 4 cfs (est); 6/13, 25 cfs (est); 7/12, 30 cfs (est); 7/24, 17 cfs (est); 8/14, off. 1997: 4/28, 1 cfs (est); 6/19, 18 cfs (est); 6/23, 26.6 cfs. 1998: 5/14, 6 cfs (est); 6/10, 20 cfs (est); 7/8, 39.8 cfs; 7/27, 8/4, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Hanna Ditch, Green River 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 Green River at New Fork River1 Other Operational Information: Information not available at time of report.
Hanna Ditch, Green River, Diversion Data Data: 1997: 6/11, 23.3 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.
Highline Ditch, Green River Diversion Description: Diversion consists of two 5 slide gates.1
Conveyance Description: Open Channel Canal, approximately 11 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: Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
Highline 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: 5/1, off; 6/16, 72.0 cfs (est); 7/23, 25.0 cfs (est); 8/14, off. 1993: 7/6, 52.0 cfs (est); 9/3, off. 1994: 5/26, 60 cfs (est). 1996: 7/15, 152.4 cfs; 8/1, off. 1997: 6/24, 106.7 cfs; 8/14, off; 9/8, 2 cfs (est). 1998: 7/1, 150 cfs (est); 7/27, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Hill Ditch, Green River 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: Approximately 65% of the return flows are delivered to Green River at Crandall Ditch, and approximately 35% to Green River at New Fork River.1 Other Operational Information: Information not available at time of report.
Hill 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: 4/30, off; 6/17, 29.0 cfs (est); 7/17, 12.0 cfs (est); 7/23, 8/14, off. 1993: (all est): 5/27, 27.0 cfs; 7/2, 24.0 cfs; 7/29, 8/23, 9/27, off. 1994: 7/25, off. 1995: 5/11, 12.5 cfs (est); 7/12, 29 cfs (est); 8/2, off; 9/18, 9.5 cfs (est). 1996: 6/13, 30 cfs (est); 7/9, 28 cfs (est). 1997: 6/6, 28 cfs (est); 6/11, 250 cfs (est); 7/28, 8/19, off. 1998: 6/12, 30 cfs (est); 6/30, 60 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Homestake Ditch, South Piney Creek
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: Approximately 75% of the return flows are delivered to Middle Piney Creek above North Channel, and 25% to North Piney Creek at West Meadow Canyon.2 Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
Homestake Ditch, South Piney 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: 1981: 5/4, 10 cfs; 6/1, 12 cfs; 6/11, 25 cfs; 6/22, 13 cfs; 6/25, 13 cfs; 7/7, 27 cfs; 7/9, 24 cfs; 7/13, off. 1982: 5/28, 104 cfs; 6/10, 48.4 cfs; 6/23, 144 cfs; 7/15, 56.1 cfs; 8/17, 28.4 cfs; 8/31, 13.8 cfs; 9/20, 6.88 cfs; 10/11, 5.69 cfs. 1983: 5/4, 5.10 cfs; 5/27, 62.9 cfs; 6/2, 12.1 cfs; 6/10, 130 cfs; 7/18, 61.5 cfs; 8/5, 41.6 cfs; 8/8, 9.60 cfs; 9/27, 18.5 cfs; 10/3, 19.5 cfs; 11/2, 16.9 cfs. 1984: 5/9, 24 cfs; 5/25, 112 cfs; 6/7, 84 cfs; 6/18, 57 cfs; 6/25, 60 cfs; 7/6, 66 cfs; 7/11, 54 cfs; 8/6, 40 cfs; 8/16, 33 cfs; 9/18, 12 cfs; 10/9, 10 cfs. 1985: 5/7, off; 5/13, 38.3 cfs; 5/13, 28 cfs; 5/24, 45.5 cfs; 5/24, 28 cfs; 6/17, 30.2 cfs; 6/25, 35.1 cfs; 6/27, 28 cfs; 7/2, 22.6 cfs; 7/4, 16.3 cfs; 7/22, 8/8, off; 9/25, 2.0 cfs (est). 1986: 5/9, 31 cfs; 8/15, 8 cfs (est). 1987: 5/5, 15 cfs (est); 5/6, 21.2 cfs; 5/12, 27 cfs (est); 5/13, 25 cfs (est); 5/16, 22 cfs; 5/18, 37 cfs (est); 5/26, 32 cfs (est); 6/2, 15 cfs; 6/5, 15 cfs (est); 6/10, 22 cfs (est); 6/12, 20 cfs; 6/17, 16.5 cfs; 6/22, 15 cfs (est); 7/1, off. 1988: 5/12, 32.6 cfs; 6/20, 20.7 cfs; 7/8, 7/15, 8/12, 9/30, off. 1989: 4/13, 1.5 cfs (est); 5/3, 7.0 cfs; 5/6, 8.0 cfs; 5/8, 30.0 cfs; 5/8, 26.0 cfs; 5/22, 23.7 cfs; 6/8, 35.0 cfs; 6/15, 38.0 cfs; 7/13, 30.3 cfs; 7/17, 25.6 cfs; 7/31, 8/7, 8/14, 9/1, 9/18, off. 1990: 4/16, 16.0 cfs (est); 4/23, 12.3 cfs; 5/4, 12.5 cfs; 5/8, 23.4 cfs; 5/18, 23.4 cfs; 5/28, 22.9 cfs; 6/5, 22.0 cfs; 5/10, 23.0 cfs; 6/18, 23.6 cfs; 6/29, 22.0 cfs; 7/6, 23.8 cfs; 7/9, 22.0 cfs; 7/31, 10.0 cfs (est); 8/13, 7.0 cfs (est); 8/15, 9.4 cfs; 8/30, 7.4 cfs. 1991: 5/8, 5.3 cfs; 5/13, 5.5 cfs; 5/16, 20.3 cfs; 5/23, 26.0 cfs; 5/28, 33.2 cfs; 6/4, 30.0 cfs; 6/13, 25.0 cfs; 6/28, 26.5 cfs; 7/3, 20.3 cfs; 7/8, 20.2 cfs; 7/15, 7/22, 8/14, 9/6, 9/18, off. 1992: 4/10, 5.0 cfs (est); 4/13, 5.0 cfs (est); 4/20, 5.0 cfs (est); 5/1, 0.50 cfs (est); 5/11, 3.5 cfs (est); 5/20, 3.6 cfs; 5/26, 10.5 cfs; 6/9, 5.0 cfs; 6/26, 6.0 cfs; 7/1, 3.5 cfs (est); 7/15, 3.0 cfs (est); 7/20, 2.0 cfs (est); 8/4, 2.0 cfs (est); 8/7, 8/21, 9/15, 9/21, off. 1993: 4/19, 16.5 cfs; 4/19, 12.0 cfs; 4/20, 12.0 cfs; 4/23, 12.0 cfs; 4/27, 12.3 cfs; 4/29, 12.3 cfs; 5/4, 12.5 cfs; 5/5, 19.0 cfs (est); 5/10, 13.5 cfs; 5/10, 12.0 cfs; 5/11, 12.0 cfs; 5/12, 12.0 cfs; 5/14, 18.0 cfs; 5/14, 26.2 cfs; 5/17, 36.0 cfs; 5/20, 36.0 cfs; 5/24, 29.0 cfs; 5/26, 29.0 cfs; 5/27, 29.0 cfs; 5/27, 25.0 cfs; 5/28, 27.0 cfs; 5/30, 27.0 cfs; 5/31, 27.0 cfs; 6/1, 24.0 cfs; 6/1, 29.0 cfs; 6/6, 38.0 cfs; 6/6, 44.3 cfs; 6/9, 38.0 cfs; 6/9, 30.0 cfs; 6/14, 27.3 cfs; 6/18, 36.0 cfs; 6/24, 36.5 cfs; 6/30, 27.0 cfs; 7/6, 27.0 cfs; 7/7, 28.0 cfs; 7/7, 24.0 cfs; 7/23, 21.0 cfs (est); 8/5, 12.5 cfs (est); 8/9, 7.5 cfs (est); 8/17, 7.5 cfs (est); 8/18, 7.5 cfs (est); 8/20, 7.5 cfs (est); 8/26, 7.5 cfs (est); 9/2, 7.5 cfs (est); 9/7, 7.5 cfs (est); 9/9, 7.5 cfs (est); 9/14, 7.5 cfs (est); 9/17, 7.5 cfs (est); 9/20, 7.5 cfs (est); 9/28, 7.5 cfs (est). 1994: 4/7, 4/8, 4/13, off; 4/14, 12.0 cfs (est); 4/15, 15.4 cfs (arrive), 12.0 cfs (depart); 4/18, 12.5 cfs (arrive), 18.0 cfs (depart); 4/22, 21.7 cfs; 4/24, 22.5 cfs; 5/2, 23.1 cfs; 5/9, 13.0 cfs; 6/17, 31.0 cfs (est) (arrive), 18.0 cfs (depart); 6/20, 11.3 cfs; 6/26, 11.0 cfs; 6/29, 7.5 cfs; 7/1, 7.5 cfs (arrive), off (depart) (rotated); 7/2, 7/3, off (rotated); 7/10, 11.9 cfs; 7/15, 4.5 cfs; 7/18, 17 cfs (est) (arrive), 9.5 cfs (depart); 7/21, 6.5 cfs; 7/26, 4.0 cfs; 8/2, 4.0 cfs (arrive), 8/2, 6.0 cfs (est); 8/4, 8.0 cfs (est); 8/11, 5.5 cfs (est); 8/16, 4.0 cfs (est); 8/19, 8/21, 8/22, 8/25, 8/29, off; 9/1, 2.0 cfs (est); 9/2, 9/7, 9/15, 9/21, 9/30, off. 1995: 10/26/94, off; 4/5, 13.8 cfs; 4/13, 8.3 cfs; 4/18, 4.6 cfs; 4/19, 8.4 cfs; 4/24, 6.0 cfs (est); 5/1, 7.5 cfs (est); 5/4, 9.0 cfs (est); 5/8, 5.5 cfs (est); 5/15, 11 cfs (est); 5/16, 10.4 cfs; 5/18, 10.4 cfs; 5/19, 10.4 cfs (arrive), 16.7 cfs (est) (depart); 5/22, 16 cfs (est); 5/23, 17.5 cfs (est); 5/24, 17.3 cfs (arrive), 25 cfs (est) (depart); 5/28, 22 cfs (est); 5/29, 22 cfs (est) (arrive), 5/29, 17.5 cfs (est) (depart); 5/30, 17 cfs (est); 6/1, 19 cfs (est); 6/2, 22 cfs (est) (arrive), 19.5 cfs (est) (depart); 6/4, 25 cfs (est) (arrive), 35 cfs (est) (depart); 6/5, 35 cfs (est); 6/6, 59.5 cfs (arrive), 40 cfs (est) (depart); 6/8, 40 cfs (est); 6/9, 100 cfs (est); 6/13, 50 cfs; 6/16, 40 cfs (est); 6/20, 40 cfs (est); 6/22, 32 cfs; 6/23, 34 cfs (est) (arrive), 36 cfs (est) (depart); 6/26, 40 cfs (est); 6/29, 45.8 cfs; 7/3, 47 cfs; 7/5, 42.8 cfs; 7/6, 36 cfs; 7/10, 37 cfs (arrive), 40 cfs (est) (depart); 7/13, 45 cfs (est); 7/25, 35 cfs (est); 7/31, 22 cfs; 8/11, 16 cfs; 8/21, 10.3 cfs; 8/28, 4.5 cfs; 9/12, 4 cfs (est); 10/5, 1 cfs (est). 1996: 10/5/95, 1 cfs (est); 4/23, 2.4 cfs; 4/29, 2.3 cfs; 5/6, 2.4 cfs; 5/31, 23.2 cfs; 7/5, 73.2 cfs; 7/18, 38 cfs; 7/23, 38 cfs; 7/25, 32.4 cfs; 8/13, 10.3 cfs; 9/5, 4.3 cfs. 1997: 5/28, 24.7 cfs; 8/4, 4.5 cfs; 8/12, 4.5 cfs; 9/17, 4 cfs (est). 1998: 4/24, 1.5 cfs (est); 5/4, 3 cfs (est); 5/11, 3 cfs (est); 5/19, 5.0 cfs (est); 5/21, 10 cfs (est); 6/1, 13.2 cfs; 6/26, 20.8 cfs; 6/29, 18.3 cfs; 7/14, 19.1 cfs; 7/27, 5.7 cfs; 8/10, 1.5 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Hope Ditch, South Cottonwood Creek Diversion Description: Diversion consists of a 36" Waterman slide gate. No diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 8 1/2 miles in length. Note: only 1/2 mile of the canal is active.1 Wyoming Water Rights Summary:
Storage Rights: None. Estimated Canal Losses: Higher than typical losses are experienced.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 Cottonwood Creek at South Cottonwood Creek.2 Other Operational Information: Information not available at time of report.
Hope Ditch, South Cottonwood 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: 1986: 5/23, 15 cfs (est). 1991: 5/28, 3.5 cfs (est); 6/16, 3.5 cfs (est); 7/22, 8/9, 9/4, off. 1992: 4/24, 6/22, 6/27, 7/1, 7/8, 7/28, off. 1994: 7/6, off. 1995: 8/7, 1 cfs (est). 1996: 7/16, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Hughes Ditch, North Piney Creek Diversion Description: Diversion consists of a single 40" slide gate mounted on a concrete structure.1
Conveyance Description: Open Channel Canal, approximately 2 1/2 miles in length.1 Wyoming Water Rights Summary:
Storage Rights: 67 Reservoir. 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 North Piney Canal at the confluence of the east and west channels.2 Other Operational Information: The canal is typically turned on the first of May and off in late July.1
Hughes Ditch, North Piney Creek, 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: 1981: 6/22, 10 cfs; 6/26, 10 cfs; 7/8, 8.3 cfs; 7/9, 8.3 cfs; 7/13, 8.3 cfs; 7/15, 8.3 cfs. 1982: 5/14, 4.82 cfs; 5/21, 11.4 cfs (est); 6/3, 13.9 cfs; 6/18, 24.5 cfs; 7/21, 4.14 cfs; 8/12, 1.06 cfs; 9/7, 0.68 cfs; 10/7, 0.42 cfs; 10/22, 0.29 cfs. 1983: 5/20, off; 6/7, 18.0 cfs; 7/12, 26.7 cfs; 7/28, 3.21 cfs; 8/12, 9/13, 10/12, off. 1984: 5/18, 1 cfs; 5/30, 2 cfs; 6/14, 9 cfs; 6/28, 31 cfs; 7/17, 14 cfs; 8/9, 9/5, 10/2, off. 1985: 6/20, 7.3 cfs; 6/20, 8.4 cfs; 7/1, 5.1 cfs; 7/15, 5.1 cfs; 7/26, 3.2 cfs (est); 8/19, 3.0 cfs (est). 1986: 4/22, 5/2, off; 8/6, 5 cfs (est). 1987: (all est): 5/28, 1 cfs; 6/25, 3.5 cfs; 6/29, 4 cfs; 7/6, 4 cfs; 7/22, 4 cfs. 1988: 7/5, 4.0 cfs; 7/15, off; 8/9, 3.5 cfs (est); 8/29, 3.5 cfs. 1989: 4/25, 9.0 cfs (est); 5/9, 15.6 cfs; 5/12, 18.0 cfs; 5/19, 15.6 cfs; 6/6, 21.2 cfs; 6/15, 32.0 cfs; 6/27, 13.1 cfs; 7/6, 15.0 cfs; 7/10, 12.0 cfs; 7/17, 11.0 cfs (est); 7/24, 10.0 cfs; 8/3, 10.0 cfs; 8/10, 9.0 cfs (est); 8/16, 7.5 cfs; 8/25, 7.5 cfs; 8/30, 9.5 cfs. 1990: 4/20, 10.0 cfs (est); 5/3, 11.3 cfs; 5/17, 8.1 cfs; 5/29, 7.8 cfs; 6/1, 8.4 cfs; 6/22, 12.4 cfs; 7/6, 6.5 cfs (est); 7/11, 6.7 cfs; 7/31, 8.0 cfs; 8/14, 5.0 cfs (est). 1991: 5/9, 4.5 cfs (est); 5/15, 3.5 cfs (est); 5/20, 7.1 cfs; 6/5, 5.0 cfs (est); 6/11, 12.5 cfs; 7/1, 11.9 cfs; 7/15, 6.8 cfs; 8/2, 8.0 cfs (est); 8/19, 6.0 cfs (est); 9/16, 8.0 cfs (est). 1992: 4/23, dry; 5/13, 6.0 cfs (est); 5/16, 2.0 cfs (est); 5/19, 8.4 cfs; 5/26, 8.0 cfs; 6/8, 8.0 cfs; 6/12, 8.0 cfs; 6/18, 3.8 cfs; 6/19, 2.5 cfs; 6/24, 3.5 cfs; 7/1, 3.5 cfs; 7/14, 3.4 cfs; 7/16, 6.5 cfs; 8/4, 8/28, dry. 1993: 4/30, off; 5/7, 2.5 cfs (est); 5/18, 16.0 cfs (est); 6/2, 18.0 cfs (est); 6/15, 18.0 cfs (est); 6/30, 16.0 cfs (est); 7/8, 12.0 cfs (est); 7/11, 8.6 cfs; 7/13, 8.2 cfs; 7/19, 8.2 cfs; 7/21, 8.4 cfs; 7/23, 8.4 cfs; 7/26, 8.4 cfs (est); 7/28, 8.5 cfs; 8/10, 8.0 cfs (est); 8/18, 6.5 cfs (est); 9/27, 4.5 cfs (est). 1994: 4/21, 9.5 cfs (est); 5/5, 8.0 cfs (est); 5/25, 8.4 cfs; 5/29, 16.0 cfs; 6/3, 12.0 cfs (arrive), 8.4 cfs (depart); 6/13, 8.4 cfs; 6/20, 8.4 cfs; 6/24, 8.4 cfs (arrive), 3.4 cfs (arrive); 6/25, 3.4 cfs; 6/27, 3.4 cfs; 7/6, 3.52 cfs (arrive), off (depart) (rotated); 7/15, off (rotated); 7/28, off; 8/4, 2.5 cfs (est); 8/11, 2.5 cfs (est); 8/17, 8/26, 9/23, 9/27, dry. 1995: 10/26/94, 3.0 cfs (est); 4/19, 6.0 cfs (est); 5/8, 1.5 cfs (est); 5/22, 5.5 cfs (est) (arrive), 3.5 cfs (est) (depart); 5/24, 4.0 cfs (est); 5/26, 3 cfs (est); 6/7, 7.1 cfs; 6/22, 5.8 cfs; 7/11, 2.2 cfs; 7/14, 1.5 cfs (est); 7/20, 0.1 cfs (est); 7/27, 8/11, 8/25, off; 9/12, 5 cfs (est). 1996: 4/30, 1.9 cfs; 5/17, 25.9 cfs; 6/10, 30 cfs (est); 7/2, 31.2 cfs; 7/19, 9.5 cfs (est); 8/14, 6 cfs; 9/27, off. 1997: 4/28, 3 cfs (est); 5/23, 17.6 cfs; 7/18, 12.2 cfs; 8/8, 9/12, off. 1998: 5/12, 6.7 cfs; 6/10, 17.4 cfs; 6/19, 14.5 cfs; 7/7, 37.8 cfs; 7/27, 10.6 cfs; 8/14, 8.9 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, 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.
Lawrence Ditch, Cottonwood 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 near Big Piney.1 Other Operational Information: Information not available at time of report.
Lawrence Ditch, Cottonwood 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: 1984: 5/16, 44 cfs; 5/29, 30 cfs; 6/13, 31 cfs; 6/27, 32 cfs; 7/10, 29 cfs; 9/10, off. 1986: 5/20, 7 cfs (est); 5/23, 33.5 cfs; 7/18, 7/29, 8/11, off. 1987: 4/29, 14.7 cfs; 6/11, 40 cfs (est); 7/7, off. 1990: 6/15, 27.0 cfs; 7/17, 8/29, off. 1991: 5/28, 8.5 cfs (est); 6/16, 16.0 cfs (est); 7/22, 8/9, 9/4, off. 1992: 4/24,6/22, 6/27, 7/1, 7/8, 7/28, off. 1994: 6/21, 5.5 cfs (est); 7/6, 8/25, off. 1995: 6/27, 23 cfs (est); 7/27, off. 1996: 6/27, 15 cfs (est); 7/26, 4.9 cfs. 1997: 7/14, 2 cfs (est). 1998: 7/2, 25 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Martin Ditch, South 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: Return Flows: Return flows are delivered to South Beaver Creek between Chall Creek and Beaver Creek.1 Other Operational Information: Information not available at time of report.
Martin Ditch, South Beaver Creek, Diversion Data No Diversion Data Available.
McCaulley-Sargent Ditch, South 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 South Beaver Creek between Chall Creek and Beaver Creek.1 Other Operational Information: Information not available at time of report.
McCaulley-Sargent Ditch, South Beaver Creek, Diversion Data No Diversion Data Available.
Midmermac Ditch, South Piney Creek
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 Green River at Tarter Gulch.2 Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
Midmermac Ditch, South Piney 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: 1982: 5/20, 11.0 cfs; 6/9, 4.42 cfs; 6/16, 20.0 cfs; 7/2, 38.7 cfs; 7/15, 25.2 cfs; 7/22, 19.1 cfs; 8/17, off. 1983: 5/6, 5/23, off; 6/10, 24.6 cfs; 7/22, 8/4, 9/15, 10/18, 11/2, off. 1984: 5/11, 11 cfs; 5/22, 25 cfs; 6/7, 24 cfs; 6/22, 23 cfs; 6/25, 18 cfs; 7/6, 22 cfs; 7/11, 13 cfs; 8/6, 8/16, 9/18, off. 1985: 5/28, 16.8 cfs; 6/12, 14.7 cfs; 6/24, 5 cfs (est); 6/27, 31 cfs (est); 6/29, 23 cfs (est); 7/22, off; 9/25, 6.8 cfs. 1986: 5/9, 27.2 cfs; 5/22, 28 cfs; 6/1, 45.5 cfs; 7/5, 48 cfs; 7/31, off; 9/2, off. 1987: 4/23, off; 5/4, 10 cfs (est); 5/5, 10.4 cfs; 5/11, 8 cfs; 5/13, 7 cfs; 5/16, 4 cfs (est); 5/17, 25.1 cfs; 5/18, 35 cfs (est); 5/19, 17 cfs (est); 5/20, 15 cfs (est); 5/26, 30 cfs; 6/1, 14 cfs; 6/2, 5 cfs (est); 6/2, 8 cfs (est); 6/3, 10 cfs (est); 6/5, 5 cfs (est); 6/9, 9 cfs (est); 6/10, 18 cfs (est); 6/12, 6 cfs (est); 6/17, 7.2 cfs; 6/19, 10 cfs (est); 6/21, 8 cfs. 1988: 4/20, 9.4 cfs; 5/20, 20.2 cfs; 6/20, 15.4 cfs; 6/26, 3.0 cfs; 7/1, 13.6 cfs; 7/22, 8/11, off. 1989: 5/3, 7.1 cfs; 5/6, 11.0 cfs (est); 5/15, 15.6 cfs; 5/26, 7.5 cfs; 6/8, 13.5 cfs; 6/15, 22.9 cfs; 6/26, 20.0 cfs (est); 7/3, 7.8 cfs; 7/5, 10.2 cfs; 7/10, 10.0 cfs (est); 7/11, 10.1 cfs; 7/17, 11.0 cfs (est); 7/20, 7/25, off; 8/24, 11.0 cfs; 9/1, 10.0 cfs.1990: 4/16, 20.6 cfs; 5/9, 4.0 cfs; 5/11, 5.1 cfs; 5/16, 4.9 cfs; 5/18, 6.4 cfs; 5/28, 7.0 cfs; 5/31, 6.0 cfs (est); 6/1, 8.0 cfs; 6/4, 5.1 cfs; 6/6, 6.3 cfs; 6/10, 4.5 cfs; 6/12, 8.5 cfs; 6/18, 13.2 cfs; 6/29, 6.5 cfs; 7/9, 6.0 cfs; 7/13, 5.5 cfs; 7/20, 7/31, off; 8/13, 7.0 cfs; 8/15, 6.5 cfs; 8/30, 7.3 cfs. 1991: 5/8, off; 5/14, 5.0 cfs (est); 5/17, 8.7 cfs; 5/21, 6.2 cfs; 5/23, 22.2 cfs; 6/4, 20.0 cfs; 6/6, 18.5 cfs; 6/13, 10.5 cfs; 6/25, 12.0 cfs; 6/28, 13.5 cfs; 7/5, 7.6 cfs; 7/8, 5.5 cfs; 7/15, 5.5 cfs; 7/22, 8/12, 8/23, 9/6, off; 9/18, 14.0 cfs (est). 1992: 4/12, 2.0 cfs (est); 4/13, 7.5 cfs; 4/14, 8.7 cfs; 4/27, 8.5 cfs; 5/1, 8.0 cfs; 5/11, 6.5 cfs; 5/20, 2.4 cfs; 5/26, 2.4 cfs; 5/26, 2.4 cfs; 6/9, 2.5 cfs; 6/26, 2.5 cfs; 7/1, 1.5 cfs; 7/14, 2.0 cfs; 7/20, 1.0 cfs (est); 8/4, 0.5 cfs (est); 8/7, 2.0 cfs; 8/21, 2.0 cfs; 9/15, 3.0 cfs (est); 9/21, 3.5 cfs. 1993: 4/19, 2.5 cfs (est); 4/20, 2.5 cfs; 4/23, 1.5 cfs (est); 4/27, 3.5 cfs; 4/29, 2.5 cfs (est); 5/4, 4.5 cfs; 5/5, 15.0 cfs (est); 5/7, 12.0 cfs (est); 5/10, 3.5 cfs; 5/11, 3.5 cfs; 5/12, 6.0 cfs (est); 5/14, 18.0 cfs; 5/17, 26.0 cfs (est); 5/18, 22.0 cfs; 5/19, 16.0 cfs; 5/20, 8.0 cfs (est); 5/24, 11.0 cfs; 5/26, 12.5 cfs; 5/27, 6.0 cfs; 5/28, 11.5 cfs (est); 5/30, 11.5 cfs (est); 5/31, 11.5 cfs (est); 6/1, 18.0 cfs; 6/2, 12.0 cfs; 6/3, 24.0 cfs; 6/6, 24.0 cfs; 6/9, 11.0 cfs; 6/11, 7.1 cfs; 6/14, 9.5 cfs; 6/18, 21.0 cfs; 6/21, 12.0 cfs; 6/24, 12.5 cfs; 6/27, 9.5 cfs; 6/30, 14.0 cfs; 7/6, 11.0 cfs; 7/7, 8.5 cfs; 7/8, 8.5 cfs; 7/11, 5.5 cfs; 7/12, 8.5 cfs; 7/13, 7.5 cfs; 7/16, 5.5 cfs; 7/19, 5.0 cfs; 7/23, 5.0 cfs; 7/26, 16.0 cfs (est); 7/28, 7.0 cfs; 7/30, 3.5 cfs (est); 8/2, 5.0 cfs; 8/5, 7.0 cfs; 8/9, 26.0 cfs (est); 8/10, 20.0 cfs; 8/17, 11.5 cfs; 8/18, 11.0 cfs; 8/20, 11.0 cfs; 8/26, 11.0 cfs; 9/2, 2.5 cfs (est); 9/3, 8.5 cfs; 9/7, 8.0 cfs (est); 9/9, 7.5 cfs; 9/14, 7.5 cfs; 9/17, 7.5 cfs; 9/20, 8.5 cfs; 9/28, 6.5 cfs. 1994: 4/8, 4/13, off; 4/14, 3.5 cfs (est); 4/15, 2.0 cfs (est); 4/17, 5.0 cfs (est); 4/18, 4.5 cfs (est); 4/19, 4.5 cfs (est); 4/21, 5.5 cfs; 4/22, 10.7 cfs; 4/24, 10.5 cfs; 5/2, 4.5 cfs; 5/5, 4.5 cfs; 5/9, 7.09 cfs; 5/19, 4.37 cfs; 6/1, 6.4 cfs; 6/8, 5.0 cfs (est); 6/15, 6.0 cfs (est); 6/17, 4.5 cfs (est); 6/22, 3.0 cfs (est); 6/26, 1.5 cfs (est); 7/2, 2.3 cfs; 7/3, 2.0 cfs (est); 7/15, 5.5 cfs; 7/18, 4.0 cfs; 7/21, 2.5 cfs; 7/26, 3.5 cfs; 8/4, 4.5 cfs; 8/11, 3.5 cfs (est); 8/16, 1.0 cfs (est); 8/19, 1.2 cfs; 8/21, dry; 8/22, 2.0 cfs (est); 8/25, 3.0 cfs (est); 8/29, 4.5 cfs (est); 8/30, 3.5 cfs; 9/1, 3.5 cfs; 9/2, 3.5 cfs (est); 9/7, 3.5 cfs (est); 9/9, 3.5 cfs (est); 9/15, 3.0 cfs (est); 9/21, 2.0 cfs (est); 9/29, 0.5 cfs (est). 1995: 10/26/94, 2.5 cfs (est); 4/5, 4/12, off; 5/8, 4.5 cfs (est); 5/23, 15 cfs (est); 6/3, 18 cfs (est); 6/5, 12 cfs (est); 6/20, 22 cfs (est); 6/22, 19.2 cfs; 7/9, 26 cfs (est); 7/10, 45 cfs (est), 7/21, 22 cfs; 7/25, 8/11, 8/21, 9/12, off. 1996: 5/3, 4 cfs (est); 5/7, 3.8 cfs; 5/21, 24 cfs; 6/3, 24 cfs; 6/17, 28 cfs; 7/5, 25 cfs (est); 7/12, 21.8 cfs; 7/23, 28 cfs; 8/6, 0.1 cfs (est); 8/26, off; 9/19, 1 cfs (est). 1997: 5/9, 12.7 cfs; 5/14, 10.8 cfs; 6/12, 32.3 cfs; 6/27, 24.3 cfs; 7/18, 35 cfs (est); 8/14, 9/17, off. 1998: 4/24, 5/4, 5/19, off; 5/28, 10.1 cfs; 6/1, 9 cfs (est); 6/3, 7.9 cfs; 6/12, 37.5 cfs; 6/26, 31.4 cfs; 7/1, 25.8 cfs; 7/14, 22.8 cfs; 7/27, 40 cfs (est); 7/30, 41.3 cfs; 8/11, 34.7 cfs; 8/20, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Munn Ditch, South Cottonwood Creek Diversion Description: Diversion consists of a 6' steel headgate. A rock diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 6 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 Killpecker Creek above Cottonwood Creek.2 Other Operational Information: Information not available at time of report.
Munn Ditch, South Cottonwood 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: 1981: 6/8, 30 cfs; 7/1, 15 cfs. 1983: 6/9, 0.30 cfs (est); 7/27, 0.50 cfs (est); 8/10, off; 9/14, 1.00 cfs (est); 10/13, off; 11/3, off. 1984: 5/29, 24 cfs; 6/13, 26 cfs; 6/27, 26 cfs; 7/10, 42 cfs; 9/10, off. 1986: 5/21, off; 6/13, 35 cfs (est); 7/13, 12 cfs (est); 7/29, off; 8/11, off. 1987: 4/29, 8 cfs (est); 7/7, 3 cfs (est). 1992: 4/24, 16.5 cfs (est); 6/22, 7/1, off; 7/8, 6.5 cfs (est); 7/24, off. 1993: 7/1, 28.0 cfs (est); 8/4, off; 8/30, off; 9/27, 6.5 cfs (est). 1994: 7/6, 10.0 cfs (est); 7/29, off; 8/25, 5.0 cfs (est). 1995: 6/4, 22 cfs (est). 1996: 7/25, 0.5 cfs (est). 1997: 5/15, off; 5/28, 22 cfs (est); 7/16, 1 cfs (est). 1998: 6/16, 52.5 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Musselman Ditch, North Piney Creek Diversion Description: Diversion consists of a single 36" Waterman slide gate.1
Conveyance Description: Open Channel Canal, approximately 2 1/2 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 North Piney Creek at Fleming Slough.2 Other Operational Information: The canal is typically turned on the first of May and off in late July.1
Musselman Ditch, North Piney 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: 1981: 6/22, 7.2 cfs; 6/26, 7.2 cfs; 7/8, 7.2 cfs; 7/9, 9.0 cfs; 7/13, 7.0 cfs; 7/15, 7.0 cfs; 7/28, 4 cfs. 1982: 5/14, 4.5 cfs; 5/21, 14.2 cfs (est); 6/3, 12.5 cfs; 6/18, 6.77 cfs; 7/1, 7.9 cfs; 7/21, 6.60 cfs; 8/12, 0.84 cfs; 9/7, 0.52 cfs. 1983: 5/20, 8.3 cfs; 6/7, 5.81 cfs; 7/12, 3.55 cfs; 7/28, 2.55 cfs; 8/12, 4.50 cfs; 9/13, 1.40 cfs; 10/12, 11/16, off. 1984: 5/18, 14 cfs; 5/30, 17 cfs; 6/14, 8 cfs; 6/28, 1 cfs; 7/17, 8/9, off; 9/5, 9 cfs; 10/2, off. 1985: 6/7, 7.8 cfs; 6/21, 6.4 cfs; 6/21, 5.8 cfs; 6/25, 19 cfs (est); 6/25, 5.8 cfs; 7/15, 5.4 cfs; 7/18, 9.0 cfs; 7/26, 5.0 cfs (est); 8/19, 4.6 cfs. 1986: 4/22, 17.1 cfs; 5/2, 16.2 cfs; 6/4, off; 8/6, off. 1987: 5/28, 15 cfs (est); 6/25, 10.7 cfs (rotated); 6/29, 10 cfs (rotated); 7/1, 11 cfs (rotated); 7/6, 10 cfs (rotated); 7/22, 9 cfs (est); 7/29, 6 cfs (est). 1988: 7/5, 5.8 cfs; 7/7, 10.6 cfs; 8/9, 5.0 cfs (est); 8/19, 4.0 cfs; 8/23, 3.4 cfs; 9/2, off. 1989: 4/25, 2.5 cfs (est); 5/12, 16.1 cfs; 5/19, 12.5 cfs (est); 6/6, 12.4 cfs; 6/27, 7/6, off; 7/10, 6.5 cfs (est); 7/18, 2.5 cfs (est); 7/24, off; 8/3, 5.0 cfs (est); 8/10, 10.0 cfs (est); 8/16, 3.5 cfs (est); 8/25, off; 8/30, 2.5 cfs (est). 1990: 4/20, 7.5 cfs (est); 5/3, 7.5 cfs (est); 5/29, 3.5 cfs (est); 6/1, 8.5 cfs; 6/13, 10.0 cfs (est); 6/22, 8.5 cfs; 7/6, 5.5 cfs; 7/11, 4.0 cfs (est); 7/31, 3.5 cfs (est); 8/14, 2.7 cfs. 1991: 5/9, off; 5/15, 2.0 cfs (est); 5/21, 6.0 cfs (est); 6/5, 23.5 cfs; 6/11, 30.0 cfs; 6/19, 35.2 cfs; 7/1, 22.0 cfs (est); 7/15, 6.9 cfs; 8/2, 8/19, 9/16, off. 1992: 4/23, dry; 5/13, off; 5/16, 1.0 cfs (est); 5/19, 9.0 cfs (est); 5/26, 8.3 cfs; 6/8, 15.1 cfs; 6/12, 15.1 cfs; 6/18, 13.1 cfs; 7/1, 7.1 cfs; 7/7, 7.5 cfs; 7/14, 8.0 cfs (est); 7/16, 6.4 cfs; 8/4, 8/28, dry. 1993: 4/30, off; 5/7, dry; 5/18, 16.4 cfs; 6/2, 27.0 cfs (est); 6/15, 40.0 cfs (est); 6/30, 31.0 cfs; 7/8, 14.0 cfs (est); 7/11, 12.0 cfs; 7/13, 9.5 cfs; 7/19, 9.0 cfs; 7/21, 7/23, 7/26, off (rotated); 7/28, off; 8/10 5.5 cfs (est); 8/18, 4.0 cfs (est); 9/27, 3.0 cfs (est). 1994: 4/21, 2.5 cfs (est); 5/25, 9.5 cfs; 5/29, 16.0 cfs; 5/31, 12.0 cfs; 6/3, 12.5 cfs (arrive), 10.2 cfs (depart); 6/13, 9.8 cfs; 6/20, 10.2 cfs; 6/22, 8.5 cfs; 6/24, 7.5 cfs (est) (arrive), 12.5 cfs (depart); 6/25, 11.9 cfs (rotated); 6/27, 12.0 cfs (arrive), 6.5 cfs (depart); 7/1, 7.1 cfs; 7/11, 6.8 cfs; 7/15, 7.1 cfs; 7/21, 2.5 cfs; 7/28, 3.5 cfs (est); 8/17, 2.0 cfs (est); 8/26, 1.5 cfs (est); 9/23, 2.0 cfs (est); 9/27, dry. 1995: 10/26/94, 4/19, 5/8, off; 5/22, 3.5 cfs (est); 5/24, 9.0 cfs (est); 5/26, 6 cfs (est); 6/7, 19.6 cfs; 6/20, 18.0 cfs; 6/29, 25 cfs (est); 7/14, 38 cfs; 7/20, 0.1 cfs (est); 8/11, 11.3 cfs; 8/25, 0.5 cfs (est); 9/12, 2 cfs (est). 1996: 4/30, off; 6/6, 22.3 cfs; 7/1, off; 7/12, 2.5 cfs (est); 8/14, 0.5 cfs; 9/27, off. 1997: 4/28, off; 5/23, 30 cfs (est); 7/18, 9/12, off. 1998: 5/12, 8.5 cfs (est); 6/10, 12.6 cfs; 6/19, 9 cfs (est); 7/1, 4.0 cfs; 7/8, 8.0 cfs; 7/27, 4.8 cfs; 8/14, 0.8 cfs; 8/28, 1.5 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Noble Number 11 Ditch, Middle Piney Creek Diversion Description: Diversion consists of a 18" Waterman slide gate mounted on a CMP culvert. No 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: 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 Middle Piney Creek above North Channel.2 Other Operational Information: Information not available at time of report.
Noble Number 11 Ditch, Middle Piney 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: 1986: 8/14, off. (Located and labelled after irrigation season.) 1987: 4/28, off; 5/20, 8 cfs (est); 6/5, 4 cfs (est); 6/28, off. 1989: 6/14, 18.0 cfs (est); 7/20, 16.0 cfs (est); 8/28, 9/14, off. 1990: 6/6, 2.5 cfs (est); 6/25, 5.7 cfs; 7/11, 7.0 cfs (est); 8/8, 8/31 off. 1991: 6/17, 4.0 cfs (est); 7/2, 4.0 cfs (est); 7/15, 5.5 cfs (est); 7/26, 8/12, 9/6, off. 1992: 5/13, 2.0 cfs (est); 6/9, 1.5 cfs (est); 7/6, 8/5, dry. 1993 (all est): 5/20, 5.5 cfs; 6/1, 6.0 cfs; 6/21, 11.0 cfs; 7/14, 6.5 cfs; 8/4, 8/20, off. 1994: 7/1, dry; 8/16, 8/19, off. 1995: 4/27, off; 6/19, 15 cfs (est); 7/7, 26.4 cfs. 1996: 6/7, 25.2 cfs; 7/3, 25 cfs (est); 7/24, off. 1997: 5/2, off; 6/2, 15 cfs (est); 8/29, off. 1998: 4/24, off; 6/2, 6 cfs (est); 7/24, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
North Piney Canal, North Piney Creek
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: Approximately 70% of the return flows are delivered to West Meadow Canyon, and 30% to Meadow Canyon Creek.2 Other Operational Information: The canal is typically turned on the first of May and off in late July.1
North Piney Canal, North Piney Creek Piney Creek, 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: 1984: 6/15, 61 cfs; 6/29, 44 cfs; 7/18, 16 cfs; 9/14, 3 cfs. 1985: 6/8, 23.7 cfs; 6/11, 37.7 cfs; 6/20, 30.3 cfs; 6/28, 17.0 cfs; 7/3, 14.6 cfs; 7/3, 13.0 cfs; 7/18, 4.0 cfs (est); 8/21, 5.0 cfs (est). 1986: 5/21, 35.4 cfs; 5/21, 84.2 cfs; 6/4, 40 cfs; 6/4, 104 cfs (est); 6/24, 64 cfs; 7/16, 55 cfs; 8/6, 3 cfs (est). 1987: 5/28, 35 cfs; 6/25, 7 cfs (est); 6/29, 7 cfs (est) (rotation); 7/29, 7 cfs (est)(rotation). 1988: 7/5, 17.0 cfs (est); 7/7, 7.0 cfs (est); 7/21, 7.0 cfs (est); 9/2, 2.5 cfs (est). 1989: 4/25, 12.0 cfs (est); 6/27, 51.4 cfs; 7/10, 46.0 cfs; 7/17, 20.0 cfs; 8/3, 9.3 cfs; 8/16, 9.0 cfs; 8/25, 11.0 cfs. 1990: 5/17, 19.0 cfs (est); 5/29, 15.0 cfs (est); 6/6, 15.3 cfs; 6/13, 28.0 cfs; 7/12, 15.0 cfs (est); 7/31, 16.0 cfs (est); 8/14, 18.5 cfs, 9/6, 10.3 cfs. 1990: 5/17, 19.0 cfs (est); 5/29, 15.0 cfs (est); 6/6, 15.3 cfs; 6/13, 28.0 cfs; 7/12, 15.0 cfs (est); 7/31, 16.0 cfs (est); 8/14, 18.5 cfs, 9/6, 10.3 cfs. 1991: 5/20, 31.1 cfs; 6/11, 35.0 cfs; 7/1, 39.8 cfs; 7/15, 16.0 cfs; 8/2, 20.0 cfs; 8/19, 18.0 cfs (est); 9/4, 18.0 cfs (est); 9/16, 16.8 cfs. 1992: 4/15, 8.0 cfs (est); 5/13, 16.5 cfs (est); 5/16, 14.0 cfs; 5/19, 15.2 cfs; 5/26, 8.5 cfs; 6/4, 6.0 cfs; 6/11, 6.0 cfs; 6/18, 6.5 cfs; 7/7, 6.5 cfs; 7/14, 6.5 cfs; 8/28, 12.5 cfs; 9/22, 7.0 cfs (est). 1993: 5/5, off (washed out); 7/1, 43.2 cfs; 7/8, 38.0 cfs (est); 7/11, 17.7 cfs; 7/19, 15.0 cfs; 7/21, 41.0 cfs (est); 7/21, 18.0 cfs (est); 7/21, 18.0 cfs; 7/28, 15.0 cfs (est); 7/28, 28.0 cfs (est); 8/10, 30.0 cfs (est); 8/18, 25.0 cfs (est); 9/27, 21.0 cfs (est). 1994: 5/20, 22.0 cfs (est); 5/25, 15.3 cfs; 5/31, 23.4 cfs; 6/10, 17 cfs (arrive); 15.2 cfs (depart); 6/13, 15.3 cfs (arrive), 6.8 cfs (depart); 6/20, 6.8 cfs; 6/24, 6.9 cfs; 6/25, 6.7 cfs; 6/30, 6.8 cfs; 7/11, 7/15, off; 7/28, 17.5 cfs (est); 8/12, 14.0 cfs (est); 8/17, 12.4 cfs; 8/18, 10.0 cfs (est); 8/26, 8.0 cfs (est). 1995: 6/2, 25 cfs (est) (arrive), 15 cfs (depart); 6/26, 37.8 cfs; 7/17, 22.7 cfs; 8/10, 20 cfs (est); 8/18, 25.4 cfs; 8/29, 12 cfs (est); 9/12, 10 cfs (est); 9/19, 7 cfs (est). 1996: 5/2, 4.7 cfs; 5/22, 11 cfs (est); 6/13, 25.7 cfs; 7/2, 38 cfs; 7/19, 45.5 cfs; 8/14, 27.3 cfs; 9/26, 17 cfs. 1997: 5/15, 42.1 cfs; 6/23, 37.2 cfs; 7/10, 48.4 cfs; 8/7, 22.6 cfs; 8/25, 20 cfs (est). 1998: 5/14, 30.5 cfs; 5/26, 36.5 cfs; 7/9, 28.5 cfs; 7/30, 13.7 cfs; 8/19, 26.7 cfs; 9/25, 15.6 cfs. Meadow Canyon Ditch: 1981: 6/22, 14.3 cfs; 7/13, 6.5 cfs; 7/19, 6.5 cfs. 1982: 5/19, 10.2 cfs (est); 5/27, 55.7 cfs; 6/11, 65.6 cfs; 6/26, 79.0 cfs; 7/22, 25.7 cfs; 8/13, 5.98 cfs; 9/2, 1.32 cfs. 1983: 6/1, 32.8 cfs; 7/19, 33.2 cfs; 8/3, 9.67 cfs; 9/6, 6.27 cfs; 10/6, 2.89 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Olson-Murdock-Hanna Ditch, Green River 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 Green River at Crandell Ditch.1 Other Operational Information: Information not available at time of report.
Olson-Murdock-Hanna 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: 1996: 6/13, 35 cfs (est); 6/27, 6 cfs (est); 7/9, 18 cfs (est); 7/15, 29 cfs (est). 1997: 5/27, 18 cfs (est); 6/6, 24 cfs (est); 7/28, off. 1998: 6/12, 19 cfs (est); 7/1, 20 cfs (est); 7/16, 30 cfs (est); 7/29, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Osterhout-Edwards Ditch, North Piney Creek Diversion Description: Diversion consists of two 48" Waterman slide gates mounted on a CMP culvert. A concrete rubble diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 12 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 North Piney Creek at channel split.2 Other Operational Information: Information not available at time of report.
Osterhout-Edwards Ditch, North Piney 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: 1981: 6/24, 10 cfs; 7/10, 7/28, off. 1985: 6/21, 14.4 cfs; 6/21, 12.1 cfs (est); 7/4, 9.3 cfs; 7/18, off; 8/19, off. 1986: 5/14, 2 cfs (est); 6/4, 62.7 cfs; 8/6, off. 1987: 6/26, 8 cfs (est) (rotated); 7/6, 13.4 cfs; 7/28, off. 1988: 7/7, 6.0 cfs (est); 7/10, 15.0 cfs (est); 7/13, 16.0 cfs; 9/2, off. 1989: 5/30, 18.1 cfs; 7/10, 9.0 cfs (est); 7/17, 6.0 cfs (est); 8/25, 8/30, off. 1990: 5/29, 7.5 cfs (est); 6/6, 7.5 cfs; 6/13, 10.5 cfs; 6/22, 10.0 cfs (est); 6/27, 12.5 cfs; 7/11, 22.0 cfs (est); 7/12, 7.5 cfs; 7/18, off. 1991: 5/9, 5/15, off; 6/5, 20.2 cfs; 6/19, 42.0 cfs; 7/1, 50.0 cfs; 7/5, 23.0 cfs; 7/15, 12.0 cfs; 8/2, 18.0 cfs; 9/6, off. 1992: 4/23, 5/13, off; 5/19, 7.5 cfs; 5/21, off; 5/26, 5.0 cfs (est); 5/29, 6/8, 6/12, 6/18, 7/1, off; 7/14, 3.5 cfs (est); 7/16, 8/4, 8/28, dry. 1993: 4/30, 5/7, off; 5/14, 5.0 cfs (est); 5/18, 6.0 cfs (est); 5/28, 42.3 cfs; 6/2, 43.0 cfs; 6/6, 47.0 cfs (est); 6/17, 63.0 cfs (est); 6/30, 52.6 cfs; 7/11, 10.0 cfs; 7/13, 19.8 cfs; 7/13, 14.0 cfs; 7/19, 12.0 cfs (est); 7/21, 23.0 cfs (rotated); 7/23, 23.2 cfs (rotated); 7/26, 33.0 cfs (rotated); 7/28, 28.0 cfs (rotated); 8/10, 8/18, off (rotated); 9/27, off. 1994: 4/19, 5/5, off; 5/20, 15.0 cfs (est); 5/29, 12.0 cfs; 6/3, 19.0 cfs (est) (arrive), 7.5 cfs (depart); 6/10, 6/20, 6/22, 6/28, 7/15, 8/11, 9/23, off; 9/27, 3.0 cfs (est) (arrive), off (depart). 1995: 10/26/94, 5.0 cfs (est); 4/19, 11.5 cfs (est); 5/8, 3.0 cfs (est); 5/22, 3.0 cfs (est); 5/26, 7 cfs (est); 6/20, 37.6 cfs; 7/14, 37 cfs; 7/20, 25 cfs (est); 7/27, off. 1996: 5/21, 4.5 cfs; 5/31, 8 cfs (est); 6/6, 23.1 cfs; 6/13, 10 cfs (est); 7/1, 27.8 cfs; 7/12, 20 cfs (est); 7/15, 28.1 cfs; 7/24, 21 cfs; 8/14, off. 1997: 4/28, 1 cfs (est); 5/19, 6.9 cfs; 6/23, 26.7 cfs. 1998: 4/24, 5/14, off; 6/8, 28.0 cfs; 6/19, 21.9 cfs; 7/9, 27.5 cfs; 7/21, 19.8 cfs; 8/4, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Pearson Ditch, Green River 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 Green River at Forty Rod Creek.1 Other Operational Information: Information not available at time of report.
Pearson Ditch, Green River, Diversion Data No Diversion Data Available.
Ray Ditch, South Cottonwood Creek Diversion Description: Diversion consists of two 36" Waterman slide gates. A rock diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 4 1/2 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 South Cottonwood Creek at Little Cottonwood Creek.2 Other Operational Information: Information not available at time of report.
Ray Ditch, South Cottonwood Creek, Diversion Data Data: 1986: 5/15, 8 cfs (est); 5/21, 6 cfs (est); 6/13, 15 cfs (est); 7/3, 3 cfs (est); 7/29, 8/11, off. 1987: 4/29, 1 cfs (est); 7/7, 0.5 cfs (est). 1990: 6/15, 8.0 cfs (est); 7/17, 8.0 cfs (est); 8/29, off. 1991: 5/28, 10.0 cfs (est); 6/16, 9.5 cfs (est); 7/22, 8/9, 9/4, off. 1992: 6/22, 7/1, off; 7/8, 3.0 cfs (est); 7/24, off. 1993: 6/16, 22.0 cfs (est). 1994: 7/6, 7.0 cfs (est); 8/25, 1.5 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Reardon Ditch, South Piney Creek
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: Approximately 140 acres are alfalfa; remaining lands are native grass hay and pasture.1 Return Flows: Return flows are delivered to Green River at Tarter Gulch.2 Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
Reardon Ditch, South Piney 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: 1980: 5/2, off; 5/22, 25 cfs; 7/30, off; 9/25, 5 cfs. 1981: 4/16, 2 cfs (est); 5/4, 7 cfs (est); 6/11, 16 cfs; 6/22, 12 cfs; 6/25, 11 cfs; 7/7, 16 cfs; 7/10, 11 cfs; 7/13, 11 cfs; 7/16, 8 cfs; 7/20, 5 cfs; 7/28, 3 cfs (est); 8/18, off. 1982: 5/13, 20.1 cfs; 5/20, 35.0 cfs; 5/28, 46.6 cfs; 6/9, 35.5 cfs; 6/15, 35.8 cfs; 6/23, 44.3 cfs; 7/15, 41.4 cfs; 7/22, 39.8 cfs. 1983: 5/6, 5.56 cfs; 5/27, 40.2 cfs; 6/2, 46.1 cfs; 6/10, 43.4 cfs; 6/21, 40.7 cfs; 7/22, 23.0 cfs; 8/8, 9/15, 10/18, 11/3, off. 1984: 5/3, 4 cfs; 5/14, 38 cfs; 5/22, 33 cfs; 6/7, 44 cfs; 6/25, 44 cfs; 7/6, 37 cfs; 7/11, 37 cfs; 8/6, 8/16, 9/18, off. 1985: 5/9, 35.2 cfs; 5/15, 19.5 cfs; 6/6, 37.0 cfs; 6/6, 35.2 cfs; 6/17, 30.4 cfs; 6/17, 25.6 cfs; 6/24, 18.2 cfs; 6/27, 31.0 cfs; 6/29, 33.6 cfs; 7/8, 18.5 cfs; 7/23, 26.3 cfs; 8/8, 11 cfs (est); 9/25, 4 cfs (est). 1986: 4/14, off; 4/28, 2 cfs (est); 5/9, 4 cfs (est); 5/13, 32.8 cfs; 5/22, 41 cfs; 7/2, 46 cfs; 7/31, 12 cfs (est); 8/22, off. 1987: 4/23, 14.9 cfs; 5/4, 30 cfs (est); 5/12, 36.3 cfs; 5/12, 33 cfs (est); 5/16, 26 cfs; 5/18, 42 cfs; 5/20, 40 cfs; 5/26, 40 cfs; 6/2, 24 cfs; 6/5, 23 cfs; 6/10, 30 cfs (est); 6/12, 20 cfs (est); 6/17, 27.1 cfs; 6/21, 20 cfs (est); 6/22, 18 cfs; 6/24, 14 cfs; 6/28, 8 cfs (est); 6/30, 10 cfs (est); 7/2, 26 cfs; 7/6, 20 cfs; 7/9, 25 cfs; 7/13, 28 cfs (est); 7/22, 20 cfs (est); 7/24, 16 cfs (est); 8/4, 10 cfs (est); 8/25, 3 cfs (est); 10/8, 2 cfs (est). 1988: 17.4 cfs; 5/10, 34.1 cfs; 5/12, 21.4 cfs; 6/20, 26.3 cfs; 6/26, 26.6 cfs; 7/1, 25.1 cfs; 7/15, 6.5 cfs; 9/30, 2.9 cfs. 1989: 4/13, 7.0 cfs (est); 5/3, 15.6 cfs; 5/6, 23.9 cfs; 5/22, 24.2 cfs; 5/26, 25.0 cfs; 6/7, 42.7 cfs; 6/16, 48.0 cfs; 6/20, 49.5 cfs; 6/26, 60.0 cfs; 7/3, 32.6 cfs; 7/5, 38.0 cfs; 7/9, 24.1 cfs; 7/9, 30.0 cfs (est); 7/17, 31.0 cfs; 7/24, 18.6 cfs; 7/31, 16.0 cfs (est); 8/7, 16.0 cfs (est); 8/14, 25.6 cfs; 8/21, 7.0 cfs (est); 9/1, 4.0 cfs (est); 9/6, 2.0 cfs (est); 9/18, 2.0 cfs (est). 1991: 4/29, 11.5 cfs; 5/8, 27.0 cfs (est); 5/9, 27.6 cfs; 5/13, 23.2 cfs; 5/15, 28.7 cfs; 5/16, 14.4 cfs; 5/23, 28.8 cfs; 5/28, 33.0 cfs; 6/4, 38.0 cfs; 6/6, 43.4 cfs; 6/13, 37.8 cfs; 6/25, 43.0 cfs; 7/5, 30.3 cfs; 7/8, 25.2 cfs; 7/15, 25.5 cfs; 7/22, 25.5 cfs; 8/5, 9/6, 9/18, 9/30, off. 1992: 4/10, 12.0 cfs; 4/13, 20.1 cfs; 4/14, 23.5 cfs; 4/20, 24.7 cfs; 5/1, 25.0 cfs; 5/11, 18.8 cfs; 5/13, 10.5 cfs; 5/20, 10.5 cfs; 5/26, 7.5 cfs; 6/9, 7.5 cfs; 6/26, 7.0 cfs; 7/1, 5.5 cfs; 7/15, 6.2 cfs; 7/20, 3.5 cfs; 8/4, 1.7 cfs; 8/7, 2.0 cfs (est); 8/21, 2.0 cfs (est); 9/15, 1.5 cfs (est); 9/21, off. 1993: 4/19, 2.0 cfs (est); 4/20, 5.1 cfs; 4/23, 4.5 cfs (est); 4/27, 5.0 cfs; 4/29, 5.5 cfs; 5/4, 5.5 cfs; 5/5, 7.0 cfs (est); 5/6, 16.1 cfs; 5/7, 16.1 cfs; 5/10, 6.5 cfs (est); 5/10, 5.0 cfs; 5/11, 5.0 cfs; 5/12, 5.0 cfs; 5/14, 6.5 cfs (est); 5/14, 28.2 cfs; 5/17, 37.2 cfs; 5/19, 39.3 cfs; 5/20, 39.0 cfs; 5/24, 39.0 cfs; 5/26, 39.0 cfs; 5/27, 36.5 cfs; 5/28, 39.1 cfs; 5/30, 39.1 cfs; 5/31, 39.1 cfs; 6/1, 38.5 cfs; 6/2, 39.0 cfs; 6/3, 38.5 cfs; 6/3, 44.0 cfs; 6/6, 44.0 cfs; 6/6, 48.0 cfs; 6/9, 36.0 cfs; 6/9, 39.0 cfs; 6/11, 32.4 cfs; 6/14, 41.0 cfs; 6/15, 39.0 cfs; 6/18, 46.0 cfs; 6/19, 46.0 cfs; 6/21, 42.0 cfs; 6/24, 43.0 cfs; 6/27, 40.0 cfs; 6/30, 40.0 cfs; 7/6, 38.0 cfs; 7/7, 40.0 cfs; 7/7, 35.0 cfs; 7/8, 33.0 cfs; 7/11, 33.0 cfs; 7/11, 27.0 cfs; 7/12, 27.2 cfs; 7/13, 27.0 cfs; 7/13, 23.5 cfs; 7/16, 26.0 cfs; 7/23, 25.7 cfs; 7/26, 25.0 cfs; 7/26, 30.3 cfs; 7/28, 29.0 cfs; 7/30, 25.0 cfs; 8/2, 27.0 cfs; 8/5, 28.4 cfs; 8/9, 3.5 cfs (est); 8/10, 3.5 cfs (est); 8/17, 3.0 cfs (est); 8/18, 3.0 cfs (est); 8/20, 3.0 cfs (est); 8/26, 3.0 cfs (est); 9/2, 24.0 cfs; 9/3, 24.0 cfs; 9/3, 25.5 cfs; 9/7, 25.0 cfs; 9/9, 25.0 cfs; 9/14, 24.0 cfs; 9/17, 24.0 cfs; 9/20, 23.3 cfs; 9/28, off. 1994: 4/7, 1.5 cfs (est); 4/8, 2.5 cfs; 4/13, 7.5 cfs (est); 4/14, 8.5 cfs (est) (arrive), 12.0 cfs (est) (depart); 4/15, 11.1 cfs (arrive), 8.5 cfs (depart); 4/17, 9.0 cfs; 4/18, 9.0 cfs (arrive), 14.0 cfs (depart); 4/21, 14.5 cfs; 4/22, 14.8 cfs (arrive), 16.1 cfs (depart); 4/24, 16.1 cfs (arrive), 24.8 cfs (depart); 5/2, 24.9 cfs; 5/5, 25.0 cfs; 5/9, 25.0 cfs; 5/11, 16.0 cfs; 5/16, 20.3 cfs (arrive), 26.6 cfs (depart); 5/19, 26.6 cfs (arrive), 24.6 cfs (depart); 6/6, 15.8 cfs; 6/8, 18.0 cfs; 6/13, 15.0 cfs; 6/15, 18 cfs; 6/17, 11.0 cfs; 6/20, 12.0 cfs; 6/21, 15.0 cfs; 6/22, 17 cfs; 6/23, 16.0 cfs; 6/26, 12.5 cfs (arrive), 4.7 cfs (depart), 6/27, 4.7 cfs; 7/2, 4.7 cfs; 7/3, 4.7 cfs; 7/11, 5.0 cfs (arrive), 4.7 cfs (depart); 7/15, 5.0 cfs; 7/18, 2.0 cfs (est); 7/21, 4.9 cfs; 7/26, 4.7 cfs; 8/4, 6.0 cfs; 8/8, 4.7 cfs; 8/11, 4.7 cfs; 8/16, 4.0 cfs; 8/19, 4.7 cfs; 8/21, 4.5 cfs (est) (arrive), 2.0 cfs (est) (depart); 8/25, off; 8/29, off; 9/1, 2.0 cfs (est); 9/2, 2.0 cfs (est); 9/7, 1.5 cfs (est); 9/9, 1.5 cfs (est); 9/15, 3.0 cfs (est); 9/21, 3.0 cfs (est); 9/29, 4.0 cfs (est) (arrive), 2.5 cfs (est) (depart); 9/30, 2.5 cfs (est). 1995: 10/26/94, 7.0 cfs (est); 4/5, 1.5 cfs (est); 4/12, 2.42 cfs; 4/13, 2.5 cfs (est); 4/18, 10.0 cfs (est) (arrive), 8.0 cfs (est) (depart); 4/20, 11.3 cfs; 4/24, 13.0 cfs; 4/25, 13.0 cfs; 4/27, 12.0 cfs (est) (arrive), 14.0 cfs (est) (depart); 4/28, 15.9 cfs; 5/1, 17 cfs (est); 5/2, 15.9 cfs (arrive), 17 cfs (est) (depart); 5/4, 20.9 cfs; 5/5, 22.0 cfs (est); 5/8, 18.5 cfs (est); 5/9, 9.0 cfs (est); 5/11, 26 cfs (est); 5/12, 27.2 cfs; 5/15, 11.0 cfs (est); 5/16, 16 cfs (est); 5/18, 20 cfs (est) (arrive), 16.1 cfs (est) (depart); 5/19, 20.1 cfs; 5/22, 20.1 cfs; 5/23, 40 (est); 5/25, 35 cfs (est); 5/26, 40 cfs (est); 5/28, 27 cfs; 5/29, 23 cfs (est); 5/30, 20 cfs (est); 6/1, 30 cfs (est); 6/2, 24.39 cfs (arrive), 30 cfs (est) (depart); 6/4, 40 cfs (est) (arrive), 45 cfs (est) (depart); 6/5, 40 cfs 6/6, 45 cfs; 6/7, 62.2 cfs; 6/8, 62 cfs (arrive), 72 cfs (depart); 6/9, 64 cfs; 6/12, 50 cfs; 6/13, 59 cfs; 6/16, 60 cfs; 6/19, 57 cfs; 6/20, 54 cfs; 6/22, 57 cfs; 6/23, 57 cfs; 6/26, 57 cfs; 6/30, 59 cfs; 7/3, 51.7 cfs; 7/5, 52.8 cfs; 7/6, 45 cfs; 7/9, 40 cfs (est); 7/10, 28.8 cfs; 7/13, 25 cfs; 7/14, 25 cfs; 7/21, 3 cfs (est); 7/25, 2 cfs (est); 7/31, 2 cfs (est); 8/11, 7 cfs (est); 8/14, 7 cfs (est); 8/18, 7 cfs (est); 8/21, 24.5 cfs; 8/28, 21 cfs; 9/12, 1 cfs (est); 9/28, off; 10/5, 1 cfs (est). 1996: 10/5/95, 1 cfs (est); 4/26, 25 cfs (est); 4/29, 25.7 cfs; 5/6, 28.6; 5/22, 31.4 cfs; 5/31, 32.1 cfs; 6/10, 46.4 cfs; 6/24, 41 cfs; 7/5, 42 cfs; 7/18, 2 cfs (est); 8/6, 3 cfs (est); 8/13, 25 cfs; 9/5, 14 cfs; 9/19, 15.8 cfs. 1997: 4/14, 5 cfs (est); 5/12, 3.71 cfs; 5/16, 24.4 cfs; 6/12, 45.8 cfs; 6/27, 37.7 cfs; 8/4, 6 cfs (est); 8/12, 2 cfs (est); 9/5, 15.8 cfs; 9/17, 10 cfs (est). 1998: 4/16, 2 cfs (est); 4/24, 2.4 cfs; 5/4, 36.8 cfs; 5/11, 43.4 cfs; 5/19, 36 cfs (est); 5/21, 39.8 cfs; 6/1, 25.1 cfs; 6/12, 25.4 cfs; 6/26, 37.6 cfs; 6/29, 35.7 cfs; 7/14, 35.3 cfs; 8/10, 1 cfs (est); 6/29, 35.7 cfs; 7/14, 35.3 cfs; 8/10, 1 cfs (est); 8/20, 0.5 cfs (est); 9/3, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Redan Ditch, Middle Piney Creek Diversion Description: Diversion consists of a single 40" slide gate mounted on a CMP culvert. A rock diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 6 1/2 miles in length.1 Wyoming Water Rights Summary:
Storage Rights: None. Estimated Canal Losses: Typical losses (10%) are experienced in the first 3 miles of the canal; higher than typical (20%) are experienced in remainder of canal.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 Middle Piney Creek near Noble ditches.2 Other Operational Information: Information not available at time of report.
Redan Ditch, Middle Piney 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: 1981: 6/29, 9.22 cfs; 7/7, 10.5 cfs; 7/14, 10.25 cfs; 7/20, 10.4 cfs. 1982: 6/2, 13.2 cfs; 6/17, 16.5 cfs; 6/29, 37.9 cfs; 7/14, 33.0 cfs; 8/19, off; 10/13, 6.30 cfs. 1983: 5/10, off; 5/26, 8.63 cfs; 7/7, 31.9 cfs; 7/29, 8/9, 9/8, 10/17, off. 1984: 5/2, 6 cfs; 5/17, 8 cfs; 6/8, 9 cfs; 6/20, 16 cfs; 7/6, 15 cfs; 7/16, 22 cfs; 8/27, 9/17, off. 1985: 6/1, 20.3 cfs; 6/1, 16.4 cfs; 6/19, 12.5 cfs; 6/19, 10.9 cfs; 6/26, 13.5 cfs; 7/9, 11.0 cfs; 8/6, off. 1986: 5/12, 20.4 cfs; 5/28, 39.2 cfs; 7/30, 8/22, off. 1987 (all est): 4/28, off; 5/4, 8 cfs; 5/15, 6 cfs; 6/4, 5 cfs; 6/8, 11 cfs; 6/22, 4 cfs; 7/2, 3 cfs; 8/4, off. 1988: 6/24, 13.3 cfs; 7/12, 2.0 cfs (est); 8/15, off; 8/31, 0.5 cfs (est); 9/16, off. 1989: 5/11, 1.5 cfs (est); 7/7, 18.8 cfs; 7/19, 10.0 cfs (est); 7/28, 12.0 cfs (est); 9/1, 9/7, off. 1990: 4/30, 2.0 cfs (est); 5/11, 2.0 cfs (est); 6/18, 7.0 cfs (est); 7/3, 4.5 cfs (est); 7/26, 8.7 cfs; 8/8, 8/31, off. 1991: 5/10, off; 5/24, 3.0 cfs (est); 6/4, 4.5 cfs (est); 6/13, 14.5 cfs (est); 6/24, 18.1 cfs; 7/16, 12.8 cfs; 7/24, 12.0 cfs (est); 8/12, 9/6, off. 1992: 5/1, 5/11, off; 6/9, 3.0 cfs (est); 7/6, 2.0 cfs (est); 8/5, off. 1993: 4/20, 2.0 cfs (est); 5/3, 2.5 cfs (est); 5/10, 5.5 cfs (est); 5/26, 8.5 cfs (est); 6/9, 18.0 cfs (est); 6/14, 11.0 cfs (est); 6/23, 19.9 cfs; 8/2, 8/20, 9/3, 9/20, 10/1, off. 1994: 4/19, off; 5/11, 5.0 cfs (est); 7/21, 8/16, off. 1995: 10/26/94, 3.0 cfs (est); 6/23, 20 cfs (est); 7/3, 24.8 cfs; 7/21, 20 cfs (est); 7/28, off. 1996: 6/7, 15 cfs (est); 7/2, 25 cfs (est); 7/30, 8/22, off. 1997: 5/27, 17 cfs (est); 6/26, 25.6 cfs; 7/25, 15 cfs (est). 1998: 6/2, 2.6 cfs; 6/15, 25.1 cfs; 7/28, 27.1 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
S. McKay Number 2, North Piney Creek Diversion Description: Diversion consists of two 48" headgates. A rock diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 8 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 North Piney Creek at West Meadow Canyon.2 Other Operational Information: Information not available at time of report.
S. McKay Number 2, North Piney 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: 1986: 8/20, off. (Located and labelled after irrigation season.) 1987: 6/25, 1.5 cfs (est); 6/30, 8 cfs (est) (rotated); 7/30, off. 1988: 8/8, 7.5 cfs; 9/2, 0.5 cfs (est). 1989: 6/6, 10.5 cfs (est); 6/21, 26.3 cfs; 7/10, 1.5 cfs (est); 7/17, 5.0 cfs (est); 7/24, 17.0 cfs (est); 7/27, 4.5 cfs (est); 8/25, off. 1990: 5/29, off; 6/1, 12.7 cfs; 6/4, 14.0 cfs; 6/13, 20.0 cfs (est); 6/22, 19.5 cfs; 6/27, 36.1 cfs; 7/16, 10.0 cfs (est); 7/30, off. 1991: 5/15, 2.0 cfs (est); 6/5, 2.0 cfs (est); 6/19, 21.3 cfs; 7/1, dry; 7/5, 23.0 cfs; 7/12, 21.3 cfs; 7/15, 16.0 cfs (est); 8/12, 9/6, off. 1992: 4/15, 6.0 cfs (est); 4/23, 6.0 cfs (est); 5/20, 6.0 cfs (est); 5/22, 14.8 cfs; 5/26, 23.5 cfs; 6/8, 10.0 cfs (est); 6/10, 12.0 cfs (est); 6/12, 26.2 cfs; 6/18, 20.5 cfs; 6/18, 20.5 cfs; 7/1, 6.5 cfs (est); 7/14, 8/4, 8/28, dry. 1993: 4/30, off; 5/7, 6.3 cfs (est); 5/14, 4.0 cfs (est); 5/18, 9.0 cfs (est); 5/28, 28.4 cfs; 6/2, 8.5 cfs (est); 6/6, 38.0 cfs (est); 6/17, 32.0 cfs (est); 6/30, 34.0 cfs (est); 7/12, 12.0 cfs (est); 7/13, 17.0 cfs; 7/14, 23.0 cfs (est); 7/16, 19.8 cfs; 7/19, 15.0 cfs (est); 7/26, 22.0 cfs; 7/28, 13.0 cfs (est); 8/10, 8/18, 9/27, off. 1995: 5/11, 0.5 cfs (est); 5/22, dry; 6/9, 37.2 cfs; 6/12, 11 cfs (est); 6/22, 25.5 cfs; 6/29, 50 cfs (est); 7/14, 20.5 cfs; 7/20, 30 cfs (est); 8/10, off. 1996: 10/2/95, 4/30, 5/17, off; 5/31, 15 cfs (est); 6/4, 28.4 cfs; 7/1, 19.7 cfs; 7/15, 15.9 cfs; 7/24, off; 9/5, 8.6 cfs; 9/27, off. 1997: 5/19, 37.3 cfs; 6/16, 21.9 cfs; 7/18, off; 9/9, 15 cfs (est). 1998: 4/24, off; 5/28, 6.3 cfs; 6/8, 17.7 cfs; 6/19, off; 7/8, 24.3 cfs; 7/21, 8/4, 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Sheep Ditch, Green River Diversion Description: Diversion consists of a headgate located on a side channel of the river. Therefore, no diversion dam exists.1
Conveyance Description: Open Channel Canal, approximately 10 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 Green River at New Fork River.2 Other Operational Information: Information not available at time of report.
Sheep 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: 6/17, 18.0 cfs (est); 7/17, 10.0 cfs (est); 7/23, 10.0 cfs (est); 8/14, 8.0 cfs (est). 1993: (all est): 5/27, 12.0 cfs; 7/2, 20.0 cfs; 7/29, 8/23, 9/27, off. 1994: 7/25, 26.0 cfs (est). 1995: 5/11, off; 7/12, 24 cfs (est); 8/2, 9/18, off. 1996: 6/13, 26 cfs (est); 6/21, 25 cfs (est); 6/27, 15 cfs (est); 7/9, 22 cfs (est); 7/15, 26 cfs (est); 7/31, 8/9, off. 1997: 5/27, 26 cfs (est); 6/6, 28 cfs (est); 6/9, 77.8 cfs; 7/28, 1 cfs (est); 8/19, 2 cfs (est). 1998: (all est): 6/8, 20 cfs; 6/12, 18 cfs; 7/1, 100 cfs; 7/30, 60 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Smith Ditch, LaBarge Creek Diversion Description: Diversion consists of a 60" wood 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 Horse Creek at South Horse Creek.1 Other Operational Information: Information not available at time of report.
Smith Ditch, LaBarge 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: 1987: 5/25, 8 cfs (est). 1995: 7/20, 0.1 cfs (est); 9/12, off. 1996: 5/9, off; 6/14, 6 cfs (est); 6/21, 20 cfs (est); 6/27, 7 cfs (est); 7/17, 7/30, off. 1997 (all est): 6/1, 25 cfs; 6/3, 14 cfs. 1998: 4/28, 0.5 cfs (est); 6/22, 22.4 cfs; 7/16, 0.5 cfs (est); 8/19, off; 9/28, 0.5 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Soap Hole Ditch, Green River Diversion Description: Diversion consists of a 40" Waterman slide gate mounted on a CMP culvert. 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: Less than typical losses are experienced.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 Green River near Hill Ditch.2 Other Operational Information: Information not available at time of report.
Soap Hole Ditch, Green River, Diversion Data Data: 1997: 7/28, off. 1998: 6/30, 66.8 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
South Piney Canal, South Piney Creek
Wyoming Water Rights Summary:
Storage Rights: None. Estimated Canal Losses: Almost no losses are experienced in the upper reach 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: Approximately 90% of the return flows are delivered to North Piney Canal at the confluence of the east and west channels, and 10% to Middle Piney Creek above North Channel.2 Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
South Piney Canal, South Piney 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: 1981: 5/4, 11 cfs; 6/11, 15 cfs; 7/6, off. 1982: 6/10, 73.6 cfs; 6/24, 99.6 cfs; 7/13, 77.3 cfs; 8/10, 8.47 cfs; 8/26, 4.58 cfs; 9/20, 2.95 cfs; 10/11, 2.17 cfs. 1983: 73.6 cfs; 7/18, 33.1 cfs; 8/4, 24.8 cfs; 9/20, 10/20, off. 1984: 5/14, 42 cfs; 5/31, 72 cfs; 6/20, 38 cfs; 6/21, 29 cfs; 7/16, 66 cfs; 8/7, off. 1986: 5/30, 110 cfs (est); 6/3, headgate washed out. 1988: 5/16, 21.4 cfs; 6/24, 20.5 cfs; 7/14, 12.0 cfs (est); 9/8, 10.0 cfs (est). 1989: 5/3, 29.3 cfs; 5/22, 26.4 cfs; 6/8, 33.0 cfs; 6/30, 38.0 cfs (est); 7/3, 27.5 cfs; 7/25, 7.0 cfs (est); 7/31, 7.0 cfs (est); 8/7, 4.0 cfs (est); 8/15, 5.0 cfs (est); 9/18, off. 1990: 5/8, 41.0 cfs; 5/9, 20.5 cfs; 6/4, 20.5 cfs; 6/10, 20.5 cfs; 6/29, 20.5 cfs; 7/10, 20.5 cfs; 7/31, 8/20, off. 1991: 5/6, 7.2 cfs; 5/13, 11.5 cfs; 5/16, 15.3 cfs; 5/23, 25.0 cfs; 6/4, 28.0 cfs; 6/13, 28.0 cfs; 6/28, 30.3 cfs; 7/3, 20.0 cfs; 7/17, 8/5, 9/6, 9/18, off. 1992: 4/12, 4/20, 5/1, off; 5/12, 4.5 cfs (est); 5/20, 12.0 cfs; 5/26, 12.2 cfs; 6/9, 12.0 cfs; 6/26, 9.0 cfs; 7/1, 7.5 cfs; 7/14, 6.8 cfs; 7/15, 6.0 cfs; 7/20, 3.5 cfs (est); 8/4, 3.0 cfs (est); 8/7, 8/21, 9/15, 9/21, off. 1993: 4/19, 4/20, 4/23, 4/27, off; 4/29, 16.0 cfs (est); 4/29, 5/4, off; 5/5, 12.3 cfs; 5/10, 5/12, 5/14, off; 5/14, 22.8 cfs; 5/17, 37.8 cfs; 5/24, 28.0 cfs; 5/27, 30.0 cfs; 5/27, 25.0 cfs; 5/28, 25.0 cfs; 6/11, 38.0 cfs; 6/11, 27.2 cfs; 6/24, 27.2 cfs; 6/30, 28.0 cfs (est); 7/6, 28.0 cfs; 7/8, 27.0 cfs; 7/8, 21.0 cfs; 7/19, 15.0 cfs; 8/2, 12.0 cfs (est); 8/2, 5.5 cfs (est); 8/5, 5.5 cfs (est); 8/18, 8/26, 9/2, 9/7, 9/9, 9/20, 9/28, off. 1994: 4/7, off; 4/14, 8.5 cfs (est); 4/22, 8.5 cfs (arrive), 17.5 cfs (depart); 5/9, 16.0 cfs; 6/6, 12.0 cfs (est); 6/15, 12.5 cfs; 6/17, 15.6 cfs; 6/20, 15.5 cfs (arrive), 11.0 cfs (depart); 6/22, 12.5 cfs; 6/26, 11.0 cfs; 6/27, 11.9 cfs; 6/30, 12.5 cfs (arrive), 10.5 cfs (depart); 7/3, 16.0 cfs (arrive), 11.5 cfs (depart) (rotated); 7/8, 11.9 cfs (arrive), off (depart); 8/21, 8/26, 9/2, 9/9, 9/30, off. 1995: 10/26/94, off; 4/13, 16.5 cfs; 4/18, 10.0 cfs (est) (arrive), off (depart); 4/20, 6.5 cfs (arrive), 4/20, 12.7 cfs (depart); 4/25, 13.1 cfs; 4/27, 13.6 cfs; 5/5, 7.33 cfs (est) (arrive), 15 cfs (est) (depart); 5/9, 14.0 cfs (est); 5/11, 13.6 cfs (est) (arrive), 14.8 cfs (est) (depart); 5/12, 16.8 cfs; 5/16, 20 cfs (est); 5/19, 20 cfs (est); 5/23, 17.9 cfs (est) (arrive), 20 cfs (est) (depart); 5/29, 25 cfs (est) (arrive), 20 cfs (est) (depart); 6/5, 22 cfs (est); 6/8, 20 cfs (est) (arrive), 35 cfs (est) (depart); 6/14, 40 cfs (est) (arrive), 50 cfs (est) (depart); 6/16, 75.9 cfs; 6/23, 60 cfs (est) (arrive), 55 cfs (est) (depart); 6/30, 60 cfs (est); 7/6, 50 cfs (est); 7/13, 65 cfs (est) (arrive), 30 cfs (est) (depart); 7/27, 7 cfs (est); 8/24, 2 cfs (est). 1997: 5/5, 1 cfs (est); 7/7, 66.6 cfs; 7/22, 23 cfs (est). 1998: 5/5, 72.5 cfs; 5/12, 18.1 cfs; 5/21, 18 cfs; 6/1, 40 cfs (est); 6/12, 56.9 cfs; 7/10, 59.5 cfs; 8/6, 0.5 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Summit Ditch, North Piney Creek Diversion Description: Diversion consists of a single 48" Waterman slide gate mounted on a CMP culvert.1
Conveyance Description: Open Channel Canal, approximately 3 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 North Piney Creek at channel split.2 Other Operational Information: Information not available at time of report.
Summit Ditch, North Piney 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: 1986: 8/20, off. (Located and labelled after irrigation season.) 1987: 6/30, 6 cfs (est) (rotated). 1989: 6/21, 13.7 cfs; 7/10, 6.0 cfs (est); 7/18, 4.5 cfs; 7/27, 2.0 cfs (est); 8/25, off. 1990: 5/29, off; 6/13, 16.0 cfs (est); 6/22, 13.3 cfs; 6/27, 15.0 cfs (est); 7/16, 8.0 cfs (est); 7/30, off. 1991: 5/9, 5/15, off; 6/5, 3.0 cfs (est); 6/19, 16.7 cfs; 7/1, dry; 7/5, 9.0 cfs; 7/15, 8.9 cfs; 8/2, 9/6, off. 1992: 4/15, off; 4/23, 6.0 cfs (est); 5/20, 3.0 cfs (est); 5/21, 8.5 cfs; 5/26, 8.5 cfs; 6/8, 8.5 cfs; 6/10, 8.0 cfs; 6/12, 8.5 cfs; 6/18, 8.5 cfs; 7/1, 8.5 cfs; 7/7, 8.5 cfs; 7/14, 3.0 cfs (est); 8/4, 8/28, off. 1993: 4/30, 4.0 cfs (est); 5/7, 4.5 cfs (est); 5/14, 3.5 cfs (est); 5/18, off; 5/28, 18.6 cfs; 6/2, 12.0 cfs (est); 6/6, 28.0 cfs (est); 6/17, 28.0 cfs (est); 6/30, 19.0 cfs (est); 7/12, 8.5 cfs; 7/13, 9.4 cfs; 7/14, 9.5 cfs; 7/16, 10.0 cfs; 7/26, 18.0 cfs (est); 7/28, 14.0 cfs (est); 8/10, 8/18, 9/27, off. 1994: 4/19, off; 5/20, 2.0 cfs (est); 5/26, 9.0 cfs; 5/29, 14.0 cfs; 5/31, 12 cfs (est); 6/3, 7.0 cfs (est) (arrive), 8.2 cfs (depart); 6/6, 8.5 cfs; 6/7, 9.0 cfs; 6/10, 8.9 cfs (arrive), 8.3 cfs (depart); 6/17, 9.5 cfs; 6/22, 16.0 cfs (est) (arrive), 9.5 cfs (depart); 6/24, 8.5 cfs; 6/28, 11.5 cfs (arrive), 9.0 cfs (depart); 6/29, 8.3 cfs; 7/3, 8.9 cfs; 7/11, 8.9 cfs; 7/15, 6.0 cfs; 7/22, 1.5 cfs (est); 9/27, off. 1995: 10/26/94, 5/8, off; 5/11, 0.5 cfs (est); 6/22, 20.6 cfs; 8/10, 1 cfs (est). 1996: 5/7, off; 6/4, 24 cfs (est); 7/24, 1 cfs (est); 9/3, 9/27, off. 1997: 5/19, off; 7/18, 8 cfs (est); 9/9, off. 1998: 5/28, 3.2 cfs; 6/8, 6.6 cfs; 6/19, 13.6 cfs; 7/8, 15.4 cfs; 7/21, 8.4 cfs; 8/4, 0.98 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
Yankee Ditch, South Piney Creek Diversion Description: Diversion consists of a single 30" diameter Waterman slide gate mounted on a section of culvert. A diversion dam consisting of concrete rubble exists.1
Conveyance Description: Open Channel Canal, approximately 4 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 Green River at Tarter Gulch.2 Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1
Yankee Ditch, South Piney 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: 1980: 5/2, 15 cfs; 5/22, 16 cfs; 7/30, 26 cfs; 9/25, 6 cfs. 1981: 4/16, 2 cfs (est); 5/4, 5 cfs; 6/1, 7 cfs; 6/5, 7 cfs; 6/11, 8 cfs; 6/22, 0.5 cfs (est); 7/7, 0.5 cfs (est); 7/22, 0.5 cfs (est); 7/28, 0.25 cfs (est); 8/18, 3 cfs (est). 1982: 5/12, 13.7 cfs; 5/20, 23.0 cfs; 5/28, 36.6 cfs; 6/9, 30.4 cfs; 6/15, 31.7 cfs; 6/23, 34.5 cfs; 6/29, 35.5 cfs; 7/15, 31.7 cfs; 7/22, 30.4 cfs; 8/17, 6.92 cfs; 8/31, 5.89 cfs; 9/15, 4.25 cfs; 9/20, 0.57 cfs; 10/11, 0.45 cfs. 1983: 5/6, off; 5/27, 7.45 cfs; 6/2, 16.9 cfs; 6/10, 26.0 cfs; 6/21, 26.8 cfs; 7/18, 16.2 cfs; 8/4, 22.1 cfs; 8/8, 25.5 cfs; 8/17, 27.7 cfs; 9/15, 8.71 cfs; 10/3, 0.62 cfs; 10/18, off. 1984: 5/11, 7 cfs; 5/14, 9 cfs; 5/22, 25 cfs; 6/7, 41 cfs; 6/18, 33 cfs; 6/25, 38 cfs; 7/6, 41 cfs; 7/11, 25 cfs; 8/6, 16 cfs; 8/16, 15 cfs; 9/18, 5 cfs. 1985: 5/7, 14.0 cfs; 5/9, 20.5 cfs; 5/10, 17.8 cfs; 5/13, 15.0 cfs; 5/15, 7.2 cfs; 5/15, 12.0 cfs; 5/16, 8.1 cfs; 5/21, 15.0 cfs; 5/24, 11.1 cfs; 6/6, 13.0 cfs; 6/17, 6.1 cfs; 6/17, 6.7 cfs (est); 6/24, off; 6/27, 1.0 cfs (est); 8/8, 15.0 cfs; 9/25, off. 1986: 4/25, 8 cfs (est); 5/9, 3 cfs (est); 5/22, 7 cfs (est); 6/30, 12 cfs (est); 7/1, 4 cfs (est); 7/31, 8 cfs (est); 9/4, off; 9/12, 1 cfs (est). 1988: 6/20, 6.9 cfs; 6/25, off. 1989: 4/13, 5.0 cfs (est); 5/3, 5.6 cfs; 6/2, 10.2 cfs; 6/7, 12.5 cfs; 6/15, 23.4 cfs; 6/23, 20.0 cfs (est); 7/3, 10.8 cfs; 7/9, 6.6 cfs; 7/17, 7.0 cfs; 7/25, 15.0 cfs; 7/31, 7.0 cfs (est); 8/7, 8.0 cfs (est); 8/14, 13.4 cfs; 8/21, 11.0 cfs (est); 9/6, 9.9 cfs; 9/18, 9.5 cfs (est); 7/9, 24.1 cfs; 7/9, 30.0 cfs (est); 7/17, 31.0 cfs; 7/24, 18.6 cfs; 7/31, 16.0 cfs (est); 8/7, 16.0 cfs (est); 8/14, 25.6 cfs; 8/21, 7.0 cfs (est); 9/1, 4.0 cfs (est); 9/6, 2.0 cfs (est); 9/18, 2.0 cfs (est). 1990: 4/16, off; 4/23, 10.8 cfs; 5/4, 11.0 cfs; 5/8, 7.4 cfs; 5/11, off; 5/18, off; 5/28, 2.0 cfs (est); 5/31, 2.5 cfs (est); 6/1, 2.5 cfs (est); 6/12, 5.0 cfs (est); 6/13, 6.9 cfs; 6/18, 7.0 cfs (est); 6/29, 7.0 cfs; 7/6, 6.5 cfs; 7/9, off; 7/31, 6.5 cfs; 8/13, 7.0 cfs (est); 8/15, 6.5 cfs; 8/30, 6.9 cfs. 1991: 5/8, 9.1 cfs; 5/13, off; 5/15, 3.8 cfs (est); 5/16, off; 5/23, off; 5/28, 8.0 cfs (est); 6/4, 12.0 cfs; 6/6, 12.3 cfs; 6/13, 12.0 cfs; 6/25, 12.2 cfs; 7/5, 7.0 cfs; 7/8, off; 7/15, 6.7 cfs; 7/22, 6.7 cfs; 8/12, 12.0 cfs; 9/6, 12.0 cfs; 9/16, 16.8 cfs. 1992: 4/10, 8.5 cfs; 4/12, 4/20, 5/1, 5/11, 5/20, 5/26, 6/9, 6/26, 7/1, 7/15, 7/20, 8/4, 8/7, 8/21, 9/15, 9/21, off. 1993: 4/19, 3.5 cfs (est); 4/19, 4/20, 4/27, 4/29, 5/4, 5/5, 5/7, 5/10, 5/11, 5/12, off; 5/14, 5/17, off (headgate blocked by landslide); 5/19, 12.2 cfs; 5/20, 12.2 cfs; 5/24, 12.0 cfs; 5/26, 12.0 cfs; 5/27, 12.0 cfs; 5/28, 12.0 cfs; 5/30, 12.0 cfs; 5/31, 12.0 cfs; 6/1, 12.0 cfs; 6/6, 12.0 cfs; 6/6, 16.0 cfs; 6/9, 12.0 cfs; 6/14, 8.0 cfs; 6/15, 11.0 cfs; 6/18, 8.5 cfs; 6/18, 12.0 cfs (est); 6/19, 12.0 cfs (est); 6/19, 17.5 cfs; 6/21, 14.0 cfs; 6/24, 12.0 cfs; 6/27, 12.0 cfs; 6/30, 12.0 cfs; 7/6, 9.5 cfs (est); 7/11, 12.0 cfs; 7/11, 7.3 cfs; 7/12, 7.5 cfs; 7/23, 7.1 cfs; 7/26, 7.0 cfs; 7/28, 7.0 cfs; 7/30, 7.0 cfs; 8/2, 7.0 cfs; 8/5, 7.5 cfs; 8/9, 7.0 cfs; 8/9, 12.5 cfs; 8/10, 12.5 cfs; 8/17, 16.5 cfs; 8/18, 16.5 cfs; 8/20, 16.5 cfs; 8/26, 15.0 cfs (est); 9/2, 22.0 cfs (est); 9/2, 12.2 cfs; 9/3, 12.2 cfs; 9/7, 12.0 cfs; 9/9, 12.0 cfs; 9/14, 12.0 cfs; 9/17, 12.0 cfs; 9/20, 12.0 cfs; 9/28, 11.9 cfs. 1994: 4/7, 18.0 cfs (est); 4/8, 16.0 cfs (est); 4/13, 8.6 cfs (est); 4/14, 9.0 cfs (est) (arrive); off (depart); 4/15, 4/17, 4/18, 4/21, 5/2, 5/5, off; 5/9, off (arrive), 5.5 cfs (est) (depart); 5/10, 6.12 cfs (arrive), 6.8 cfs (depart); 6/2, off (arrive), 4.0 cfs (est) (depart); 6/8, 4.5 cfs (arrive), off (depart); 6/15, 6/22, 6/23, 6/26, 6/27, 7/3, 7/15, 7/18, 7/21, 7/26, 8/4, 8/11, 8/16, 8/19, 8/22, 8/25, 8/29, 9/7, 9/15, 9/21, 9/29, 9/30, off. 1995: 10/26/94, off; 4/5, 9.2 cfs; 4/12, 4.0 cfs (est); 4/13, 4.5 cfs (est); 4/18, 3.0 cfs (est) (arrive), off (depart); 4/25, 4/28, 5/1, 5/2, off; 5/5, off (arrive), 4.1 cfs (est) (depart); 5/8, 2.0 cfs (est); 5/19, 5/22, off; 5/23, off (arrive), 12 cfs (est) (depart); 5/25, 10 cfs (est); 5/26, 8 cfs (est); 5/28, 6.7 cfs (est); 5/30, 8.5 cfs (arrive), 4.1 cfs (est) (depart); 6/1, 4 cfs (est) (arrive), 6.7 cfs (est) (depart); 6/2, 6.7 cfs (est); 6/4, 6 cfs (est) (arrive); 12 cfs (est) (depart); 6/5, 12 cfs (est); 6/6, 9.5 cfs (arrive), 12 cfs (est) (depart); 6/7, 12 cfs (est); 6/8, 12 cfs (est); 6/9, 15 cfs (est) (arrive), 30 cfs (depart); 6/12, 20 cfs (est) (arrive), 12 cfs (est) (depart); 6/13, 12 cfs (est) (arrive), 18 cfs (est) (depart); 6/16, 18 cfs (est) (arrive), 25 cfs (est) (depart); 6/19, 20.4 cfs; 6/22, 18 cfs (est); 7/9, 19 cfs (est); 7/10, 18 cfs (est); 7/13, 25 cfs (est); 7/21, 23 cfs (est); 7/31, 16 cfs (est); 8/11, 18 cfs (est); 8/18, 16 cfs (est); 8/21, 16 cfs (est); 9/28, 12.5 cfs (est); 10/5, 6 cfs (est). 1996: 10/5/95, 6 cfs (est); 4/26, 12 cfs (est); 4/29, 14.6 cfs; 5/31, off; 6/24, 24.5 cfs; 7/5, 24.5 cfs; 7/18, 17 cfs; 8/5, 17 cfs (est); 8/13, 13.8 cfs; 9/5, 9.9 cfs. 1997: 4/14, 1 cfs (est); 5/12, 13.1 cfs; 5/16, 19.1 cfs; 5/28, 17 cfs (est); 6/12, 22.1 cfs; 6/27, 23.4 cfs; 8/4, 18 cfs (est); 8/12, 24.5 cfs; 9/17, 20 cfs (est). 1998: 4/16, 4/24, off; 5/4, 13 cfs (est); 5/11, 20.8 cfs; 5/19, 19 cfs (est); 5/21, 20 cfs; 6/1, 17.6 cfs; 6/26, 28 cfs (est); 6/29, 27.2 cfs; 7/14, 27.2 cfs; 7/27, 27.2 cfs; 8/10, 27.2 cfs; 8/20, 10.7 cfs; 9/3, 12 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, average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average. Source: State Engineer's Office, Annual Hydrographers' Reports.
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