Wyoming State Water Plan, Wyoming Water Development Office
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Green River Basin Water Plan
Technical Memoranda

SUBJECT: Green River Basin Plan
Irrigation Diversion Operation and Description

PREPARED BY: Pat Tyrrell, Jennifer Russell, States West Water Resources


Water Division IV

District 11


Andrus Ditch, Spring Creek

Diversion Description: Information not available at time of report.

Diversion Location:
Source: Spring Creek, Trib. Horse Creek (8-34-112), Trib. Green River
Section, Township, Range: 8, 34, 112

Conveyance Description: Open Channel Canal.

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
10-25-1897 1637 Irrigation 560.00 7.99 7.99
07-23-1898 353E Irrigation 277.00 3.95 11.94
07-12-1905 1410E Irrigation 40.00 0.57 12.51
09-26-1910 2322E Irrigation 646.00 9.22 21.73
07-29-1915 3253E/TD> Domestic, Irrigation 289.00 4.13 25.86

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Horse Creek near Chenette Ditch.1

Other Operational Information: Information not available at time of report.

Sources:
1) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Andrus Ditch, Spring Creek, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993









1994









1995









1996



14.63 899.56



1997









1998










Averages:



14.63 899.56



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:

1996: 6/17, 42 cfs (est); 6/27, 52 cfs (est); 7/17, 7.5 cfs (est); 7/30, 8/23, off.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Apex Ditch, Green River

Diversion Description: Diversion consists of two 4' by 4' slide gates mounted on a wooden structure. A rock diversion dam exists.1

Diversion Location:
Source: Green River
Section, Township, Range: 17,35,111

Conveyance Description: Open Channel Canal, approximately 3 1/2 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
05-17-1905 6652 Irrigation 553.00 7.89 7.89
11-30-1906 1641E Irrigation 666.00 9.51 17.40
05-07-1908 1876E Irrigation 154.00 2.20 19.60
04-01-1914 2939E Domestic, Irrigation 830.00 11.85 31.45
07-21-1914 2989E Domestic, Irrigation, Stock 1,019.00 14.54 45.99
08-20-1917 3900E Domestic, Irrigation, Stock 492.50 7.02 53.01
03-08-1968 6213E Irrigation 69.00 0.99 54.00

Storage Rights: None.

Estimated Canal Losses: Greater than typical losses (25%) are experienced in the first mile of the ditch, typical losses (10%) are experienced in the lower reach.1

Irrigation Practices: Lands are flood irrigated.1

Crop Types / Consumptive Use: Lands are native grass hay and pasture.1

Return Flows: Return flows are delivered to Forth Rod Creek at Green River.2

Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Interview, May 5, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Apex Ditch, Green River, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993









1994

61.88 3,682.12 24.89 1,530.43 6.93 426.11 3.20 190.41
1995 36.18 2,224.62 69.98 4,164.10 73.35 4,510.12 20.14 1,238.36

1996









1997









1998





15.74 967.81


Averages: 36.18 2,224.62 65.93 3,923.11 49.12 3,020.28 14.29 877.43 3.20 190.41
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:

1992: 7/14, 50.00 cfs; 9/24, 17.00 cfs.

1993: 5/25, 75.7 cfs; 7/20, 101.3 cfs; 9/14, 22.00 cfs.

1994: 5/20, 40.00 cfs; 6/6, 78.80 cfs; 7/1, 40.00 cfs; 8/2, 8.80 cfs; 8/17, 6.50 cfs; 9/20, 4.5 cfs.

1995: 5/9, 43.0 cfs; 5/26, 50.9 cfs; 6/19, 75 cfs (est); 7/19, 80 cfs (est); 8/21, 10.0 cfs.

1996: 5/11, 6.5 cfs (est).

1997: 7/5, 21.7 cs; 8/6, 19.6 cfs.

1998: 6/2, 76.6 cfs; 7/28, 36.05 cfs; 8/20, 7.9 cfs; 9/15, 15.9 cfs.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Ashley-Wolf Ditch, Green River

Diversion Description: Diversion consists of a single 5' by 5' slide gate.1

Diversion Location:
Source: Green River
Section, Township, Range: 29,35,111

Conveyance Description: Open Channel Canal, approximately 3 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
09-21-1900 2828 Irrigation 545.00 7.76 7.76
07-01-1904 1256E Irrigation 124.00 1.77 9.53
07-02-1904 1233E Irrigation 230.00 3.28 12.81
08-03-1911 2521E Irrigation 123.00 1.66 14.47
02-05-1954 5775E Irrigation 80.00 1.15 15.62

Storage Rights: None.

Estimated Canal Losses: Greater than typical losses (25%) are experienced in the first mile of the ditch, typical losses (10%) are experienced in the lower reach.1

Irrigation Practices: Lands are flood irrigated.1

Crop Types / Consumptive Use: Lands are native grass hay and pasture.1

Return Flows: Return flows are delivered to Forth Rod Creek at Green River.2

Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Interview, May 5, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Ashley-Wolf Ditch, Green River, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993









1994 30.44 1,871.68 32.84 1,954.12 20.46 1,258.04 7.91 486.37 4.43 263.60
1995 12.48 767.37 31.09 1,849.98 31.66 1,946.70 8.65 531.87

1996









1997









1998










Averages: 21.46 1,319.52 31.97 1,902.05 26.06 1,602.37 8.28 509.12 4.43 263.60
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:

1993: 5/25, 15.90 cfs; 7/20, 25.50 cfs; 9/14, 4.00 cfs.

1994: 5/2, 28.80 cfs; 6/6, 35.00 cfs; 7/1, 30.00 cfs; 8/2, 10.30 cfs; 8/17, 7.00 cfs; 9/20, 7.00 cfs.

1995: 5/9, 13.3 cfs; 5/26, 18.0 cfs; 6/19, 35 cfs (est); 7/19, 33.9 cfs; 8/21, 4.5 cfs.

1996: 5/11, 3.0 cfs (est).

1997: 7/16, 1.0 cfs (est); 8/13, off.

1998: 6/2, 33.8 cfs; 7/28, 8/20, 9/15, off.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Bonneville Ditch, Green River

Diversion Description: Diversion consists of a single 24" slide gate. No diversion dam exists.1

Diversion Location:
Source: Green River
Section, Township, Range: 19, 34, 111

Conveyance Description: Open Channel Canal, approximately 5 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
07-30-1898 1897 Irrigation 948.00 13.54 13.54
05-27-1903 1055E Irrigation 320.00 4.56 18.10
06-27-1906 1568E Irrigation 70.00 1.00 19.10
08-24-1906 1609E Irrigation 160.00 2.28 21.38

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Horse Creek at Prairie Creek.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Bonneville Ditch, Green River, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993









1994

28.93 1,721.45 10.35 636.40 1.75 107.60 1.18 70.21
1995 12.40 762.45 16.20 963.97 18.67 1,147.97 4.22 259.48

1996 7.40 455.01 27.48 1,635.17 27.47 1,689.06 6.83 419.96

1997



39.34 2,418.92



1998










Averages: 9.90 608.73 24.20 1,440.20 23.96 1,473.09 4.27 262.35 1.18 70.21
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:

1994: 5/20, 20.00 cfs; 6/6, 38.30 cfs; 6/21, 25.00 cfs; 7/1, 18.00 cfs; 8/2, 2.20 cfs; 8/17, 1.50 cfs; 9/20, 2.00 cfs.

1995: 5/9, 14.8 cfs; 5/26, 18.0 cfs; 6/19, 40 cfs (est); 7/19, 42.8 cfs; 8/21, off.

1996: 5/11, 4.0 cfs (est); 6/27, 35 cfs (est); 7/17, 28 cfs (est); 7/30, 21 cfs (est); 8/23, off.

1997: 6/25, 51.5 cfs; 7/20, 40.8 cfs; 8/13, off.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Brome Ditch, Green River

Diversion Description: Diversion consists of a wood stop log headgate. No diversion dam exists.1

Diversion Location:
Source: Green River
Section, Township, Range: 33, 34, 111

Conveyance Description: Open Channel Canal, approximately 4 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
01-09-1901 612E Irrigation 276.00 3.94 3.94 POD/MOC change from a portion of Todd Ditch (Horse Creek)
09-05-1901 710E Irrigation 160.00 2.28 6.22 POD/MOC change from a portion of Todd Ditch (Horse Creek)
12-30-1902 963E Irrigation 300.00 4.26 10.48 POD/MOC change from a portion of Todd Ditch (Horse Creek)
04-21-1911 2436E Irrigation 142.00 2.03 12.51 POD/MOC change from a portion of Todd Ditch (Horse Creek)
12-08-1922 4332E Domestic, Irrigation, Stock 450.00 6.42 18.93 POD/MOC change from a portion of Sutton Ditch
04-19-1960 22235 Irrigation, Stock 152.00 2.17 21.10 Supplementary Supply for 765.00 acres with Original Supply from Horse Creek

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Green River at Horse Creek.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Brome Ditch, Green River, Diversion Data

Data:

1995: 5/9, 1.5 cfs.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Canyon Ditch, Green River

Diversion Description: Diversion consists of two 4' by 4' slide gates mounted on a concrete wall.1

Diversion Location:
Source: Green River
Section, Township, Range: 29,35,111

Conveyance Description: Open Channel Canal, approximately 15 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
10-06-1952 21099 Domestic, Irrigation, Stock 1,721.50 24.57 24.57
02-17-1954 5800E Irrigation 610.00 8.71 33.28

Storage Rights: None.

Estimated Canal Losses: Typical losses (10%) are experienced.1

Irrigation Practices: Lands are flood irrigated.1

Crop Types / Consumptive Use: Lands are native grass hay and pasture.1

Return Flows: Return flows are delivered to Duck Creek at Kitchen and Sunset Reservoir.2

Other Operational Information: The canal is typically turned on the first of May and off in mid-July.1

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Interview, May 5, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Canyon Ditch, Green River, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1975

53.99 3,212.43 74.57 4,584.99 21.92 1,347.90 8.70 517.69
1976

76.64 4,560.10 53.24 3,273.42 58.69 3,608.60 30.35 1,806.20
1980

51.79 3,081.72 77.01 4,735.16 31.55 1,939.93

1981

38.23 2,274.84 44.92 2,762.02 20.59 1,266.03

1982



71.95 4,424.03 32.81 2,017.41 34.62 2,060.03
1983

25.22 1,500.69 86.58 5,323.60 47.86 2,942.80

1984









1985









1986









1987









1988









1989









1990









1991









1992



44.54 2,738.66 27.16 1,670.00 23.92 1,423.34
1993









1994

48.93 2,911.54 30.87 1,898.12 13.39 823.32 11.52 685.49
1995 29.85 1,835.40 46.82 2,785.98 40.10 2,465.65 16.87 1,037.30

1996









1997



57.57 3,539.90



1998





40.96 2,518.53


Averages: 29.85 1,835.40 48.80 2,903.90 58.14 3,574.56 31.18 1,917.18 21.52 1,298.55
Data in italics from USGS gaging station 006075.00, see attached data sheets.
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.

Data:

1980: 6/11, 57 cfs; 6/17, 77 cfs; 7/7, 92 cfs; 7/29, 60 cfs; 8/20, 45 cfs.

1981: 6/15, 60 cfs; 6/26, 80 cfs; 7/23, 30 cfs; 8/6, 35 cfs; 8/12, 17.7 cfs; 8/28, 14 cfs.

1982: 7/1, 72 cfs; 7/16, 82 cfs; 7/22, 78 cfs; 8/4, 30 cfs; 8/27, 32 cfs; 9/2, 50 cfs; 9/24, 40 cfs.

1983: 6/22, 80 cfs; 6/27, 85 cfs; 7/11, 92 cfs; 7/18, 82 cfs; 7/26, 88 cfs; 8/26, 40 cfs.

1984: 7/10, 95 cfs; 7/20, 51 cfs.

1986: 6/25, above rating; 7/30, 28.4 cfs; 9/2, 36 cfs.

1987: 7/16, 134 cfs.

1990: 6/27, 86.9 cfs at Homestead Bridge, 87.4 cfs at 3rd Bridge.

1991: 6/13, 50 cfs; 7/15, 68 cfs.

1992: 4/20, 12.00 cfs; 5/13, 45.00 cfs; 5/21, 65.00 cfs; 7/14, 50.00 cfs; 8/4, 25.00 cfs; 9/24, 33.00 cfs.

1993: 7/20, 43.80 cfs; 9/14, 35.00 cfs.

1994: 5/20, 38.40 cfs; 6/6, 48.00 cfs; 6/21, 50.00 cfs; 7/1, 50.00 cfs; 8/2, 10.50 cfs; 8/17, 13.50 cfs; 9/20, 20.00 cfs.

1995: 5/9, 35.0 cfs; 5/26, 43.0 cfs; 6/19, 48.8 cfs; 7/19, 40.3 cfs; 8/21, 20.0 cfs.

1996: 5/11, off; 7/2, 88 cfs (est).

1997: 7/3, 92.3 cfs; 7/21, 106 cfs.

1998: 5/19, 43.49 cfs; 8/3, 78.8 cfs; 8/12, 26.8 cfs; 9/4, 38.5 cfs.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.

CANYON DITCH STATION NO. 006075.00
LATITUDE 0-00-00 LONGITUDE 0-00-00
SECTION 0 TOWNSHIP 0 RANGE 0 P.M.
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN
DATA FROM WATER COMMISSIONERS (P)

MEAN DAILY FLOW IN CFS BY WATER YEAR
1975
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** ** 76.60 75.00 13.00 1
2 ** ** ** ** ** ** ** ** 29.60 77.00 70.00 13.00 2
3 ** ** ** ** ** ** ** ** 31.00 78.00 70.00 13.00 3
4 ** ** ** ** ** ** ** ** 32.50 76.00 68.20 13.00 4
5 ** ** ** ** ** ** ** ** 34.00 74.00 20.00 12.75 5
6 ** ** ** ** ** ** ** ** 36.00 72.00 20.00 12.75 6
7 ** ** ** ** ** ** ** ** 36.00 71.00 19.00 12.75 7
8 ** ** ** ** ** ** ** ** 38.00 71.00 19.00 12.75 8
9 ** ** ** ** ** ** ** ** 38.00 71.00 19.00 12.00 9
10 ** ** ** ** ** ** ** ** 40.00 71.00 19.00 12.00 10
11 ** ** ** ** ** ** ** ** 43.00 71.00 18.60 11.00 11
12 ** ** ** ** ** ** ** ** 43.50 71.00 18.00 11.00 12
13 ** ** ** ** ** ** ** ** 44.00 71.00 17.00 10.00 13
14 ** ** ** ** ** ** ** ** 47.00 71.00 16.00 10.00 14
15 ** ** ** ** ** ** ** ** 50.00 71.00 12.00 10.00 15
16 ** ** ** ** ** ** ** ** 55.00 71.00 9.00 10.00 16
17 ** ** ** ** ** ** ** ** 60.00 71.00 7.00 10.00 17
18 ** ** ** ** ** ** ** ** 65.00 71.00 5.25 10.00 18
19 ** ** ** ** ** ** ** ** 66.00 71.00 5.00 9.00 19
20 ** ** ** ** ** ** ** ** 71.00 71.00 15.00 9.00 20
21 ** ** ** ** ** ** ** ** 76.00 71.00 15.00 9.00 21
22 ** ** ** ** ** ** ** ** 76.00 71.00 15.00 9.00 22
23 ** ** ** ** ** ** ** ** 76.00 71.00 15.00 8.00 23
24 ** ** ** ** ** ** ** ** 76.00 72.00 15.00 8.00 24
25 ** ** ** ** ** ** ** ** 76.00 76.00 15.00 ** 25
26 ** ** ** ** ** ** ** ** 76.00 79.00 14.50 ** 26
27 ** ** ** ** ** ** ** ** 76.00 86.00 14.00 ** 27
28 ** ** ** ** ** ** ** ** 76.00 86.00 14.00 ** 28
29 ** ** ** **
** ** ** 76.00 88.00 14.00 ** 29
30 ** ** ** **
** ** ** 76.00 84.00 13.00 ** 30
31 **
** **
**
**
80.00 13.00
31
TOTAL ** ** ** ** ** ** ** ** 1619.60* 2311.60 679.55 261.00*
MEAN ** ** ** ** ** ** ** ** 55.85* 74.57 21.92 10.88*
AC-FT ** ** ** ** ** ** ** ** 3212.43* 4584.99 1347.87 517.69*
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

CANYON DITCH STATION NO. 006075.00
LATITUDE 0-00-00 LONGITUDE 0-00-00
SECTION 0 TOWNSHIP 0 RANGE 0 P.M.
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN
DATA FROM WATER COMMISSIONERS (P)

MEAN DAILY FLOW IN CFS BY WATER YEAR
1976
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** ** 95.00 94.00 36.00 1
2 ** ** ** ** ** ** ** ** ** 90.00 94.00 35.00 2
3 ** ** ** ** ** ** ** ** ** 85.00 97.00 35.00 3
4 ** ** ** ** ** ** ** ** 50.45 80.00 97.00 34.00 4
5 ** ** ** ** ** ** ** ** 60.00 40.00 94.00 34.00 5
6 ** ** ** ** ** ** ** ** 70.00 40.50 93.00 33.00 6
7 ** ** ** ** ** ** ** ** 80.00 40.00 90.00 33.00 7
8 ** ** ** ** ** ** ** ** 81.20 42.00 87.00 32.80 8
9 ** ** ** ** ** ** ** ** 80.00 44.00 84.00 32.00 9
10 ** ** ** ** ** ** ** ** 80.00 48.00 74.00 32.00 10
11 ** ** ** ** ** ** ** ** 80.00 52.00 70.00 32.00 11
12 ** ** ** ** ** ** ** ** 80.00 57.00 44.50 32.00 12
13 ** ** ** ** ** ** ** ** 80.00 57.25 40.90 31.00 13
14 ** ** ** ** ** ** ** ** 80.00 52.00 41.00 31.20 14
15 ** ** ** ** ** ** ** ** 79.00 48.00 41.00 31.00 15
16 ** ** ** ** ** ** ** ** 80.00 36.00 42.00 31.00 16
17 ** ** ** ** ** ** ** ** 84.00 29.00 43.00 30.00 17
18 ** ** ** ** ** ** ** ** 88.00 29.00 43.00 30.00 18
19 ** ** ** ** ** ** ** ** 92.00 29.60 44.00 29.00 19
20 ** ** ** ** ** ** ** ** 95.00 30.00 44.00 29.00 20
21 ** ** ** ** ** ** ** ** 97.00 30.00 45.00 29.00 21
22 ** ** ** ** ** ** ** ** 97.00 30.00 45.00 28.00 22
23 ** ** ** ** ** ** ** ** 97.00 30.00 45.00 28.00 23
24 ** ** ** ** ** ** ** ** 97.00 30.00 45.00 27.00 24
25 ** ** ** ** ** ** ** ** 96.00 30.00 45.50 27.00 25
26 ** ** ** ** ** ** ** ** 96.00 30.00 44.00 26.00 26
27 ** ** ** ** ** ** ** ** 95.00 88.00 42.00 26.00 27
28 ** ** ** ** ** ** ** ** 95.00 88.00 40.00 26.00 28
29 ** ** ** ** ** ** ** ** 95.00 88.00 38.00 25.60 29
30 ** ** ** **
** ** ** 94.40 90.00 36.00 25.00 30
31 **
** **
**
**
92.00 36.45
31
TOTAL ** ** ** ** ** ** ** ** 2299.05* 1650.35 1819.35 910.60
MEAN ** ** ** ** ** ** ** ** 85.15* 53.24 58.69 30.35
AC-FT ** ** ** ** ** ** ** ** 4560.10* 3273.42 3608.63 1806.15
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

Source: Wyoming Water Resources Data System, March 20, 2000.


Cox Number 1 Ditch, Green River

Diversion Description: Diversion consists of wood stop log headgate. No diversion dam exists.1

Diversion Location:
Source: Green River
Section, Township, Range: 29, 35, 111

Conveyance Description: Open Channel Canal, approximately 3 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
03-14-1901 3085 Irrigation 523.84 7.48 7.48
03-26-1973 6460E Irrigation 200.00 2.86 10.34

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Forty Rod Creek above Green River.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Cox Number 1 Ditch, Green River, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993









1994

17.54 1,043.70 6.19 380.61 0.33 20.29 1.37 81.52
1995 8.44 518.96 19.50 1,160.33 22.29 1,370.56 4.89 300.67

1996









1997









1998





0.00 0.00


Averages: 8.44 518.96 18.52 1,102.02 14.24 875.59 1.74 106.99 1.37 81.52
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:

1993: 5/25, 23.10 cfs; 7/20, 13.20 cfs; 9/14, 1.50 cfs.

1994: 5/20, 10.00 cfs; 6/6, 22.00 cfs; 7/1, 12.00 cfs; 8/2, 8/17, off; 9/20, 3.00 cfs.

1995: 5/9, 9.5 cfs; 5/26, 12.0 cfs; 6/19, 21.3 cfs; 7/19, 25 cfs (est); 8/21, off.

1996: 5/11, off.

1997: 7/16, 1.0 cfs (est); 8/13, off.

1998: 6/2, 17.25 cfs; 7/28, 8/20, 9/15, off.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Dickinson Number 1 Ditch, Green River

Diversion Description: Information not available at time of report.

Diversion Location:
Source: Green River
Section, Township, Range: 20, 35, 111

Conveyance Description: Open Channel Canal, approximately 4 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
11-13-1901 3549 Irrigation 120.00 1.71 1.71
10-22-1903 1103E Irrigation 260.00 3.71 5.42
12-19-1907 1863E Irrigation 534.00 7.62 13.04
05-07-1908 1877E Irrigation 125.00 1.78 14.82
09-29-1953 5700E Irrigation 240.00 3.43 18.25

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Forty Rod Creek above Green River.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Dickinson Number 1 Ditch, Green River, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993









1994

30.50 1,814.88 11.04 678.82 0.69 42.43 1.14 67.83
1995









1996









1997









1998










Averages:

30.50 1,814.88 11.04 678.82 0.69 42.43 1.14 67.83
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:

1993: 7/20, 13.50 cfs; 9/14, 6.00 cfs.

1994: 5/20, 20.00 cfs; 6/6, 38.80 cfs; 7/1, 20.00 cfs; 8/2, 1.50 cfs; 8/17, off; 9/20, 2.50 cfs.

1997: 7/16, 1.0 cfs (est).

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Enos Ditch, Green River

Diversion Description: Diversion consists of a wood stop log headgate.1

Diversion Location:
Source: Green River
Section, Township, Range: 29, 34, 111

Conveyance Description: Open Channel Canal, approximately 4 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
09-07-1900 2809 Irrigation 308.00 4.40 4.40
10-16-1901 3502 Irrigation 470.00 6.71 11.11 POD/MOC change from Small Ditch
08-15-1907 1801E Irrigation, Stock 320.00 4.57 15.68

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Green River at Horse Creek.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Enos Ditch, Green River, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993









1994 20.78 1,277.71 22.38 1,331.70 6.19 380.61 0.27 16.60 1.14 67.83
1995 10.96 673.90 34.06 2,026.71 33.21 2,024.00 7.33 450.70

1996









1997



2.32 142.65 24.78 1,523.66

1998










Averages: 15.87 975.81 28.27 1,679.21 16.63 1,022.23 3.80 233.65 1.14 67.83
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:

1993: 7/20, 22.60 cfs; 9/14, off.

1994: 5/2, 15.00 cfs; 6/6, 30.10 cfs; 7/1, 12.00 cfs; 8/2, 8/17, off; 9/20, 2.50 cfs.

1995: 5/9, 11.7 cfs; 5/26, 15.3 cfs; 6/19, 40 cfs (est); 7/19, 35.2 cfs; 8/21, 1.0 cfs.

1996: 5/11, 10.0 cfs (est); 6/27, 3.0 cfs (est); 7/17, 5.5 cfs (est).

1997: 6/25, 18.6 cfs; 7/20, 30.3 cfs; 8/13, 1.4 cfs.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Green River Supply Canal, Green River

Diversion Description: Diversion consists of a wood stop log headgate.1

Diversion Location:
Source: Green River
Section, Township, Range: 4, 33, 110

Conveyance Description: Open Channel Canal, approximately 5 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
12-28-1910 10419 Irrigation 2,114.00 30.19 30.19
03-23-1920 4104E Irrigation, Stock

30.19 Supplementary Supply for 3,481.60 acres with Original Supply from Cottonwood Creek
01-28-1921 4180E Irrigation 219.00 3.13 33.32
11-12-1921 4257E Domestic, Irrigation 72.00 1.03 34.35 Supplementary Supply for 248.00 acres with Original Supply from Hoarse Creek

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Approximately 60% of the return flows are delivered to Green River at Soap Hole Basin, and approximately 40% to Cottonwood Creek above Green River.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Green River Supply Canal, Green River, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1975

55.81 3,320.73 54.52 3,352.06



1980

54.83 3,262.86 48.88 3,005.43



1981









1982









1983

65.76 3,912.99 73.75 4,534.71



1984









1985









1986









1987









1988









1989









1990









1991









1992 66.94 4,115.98 115.36 6,864.40 97.10 5,970.45 45.15 2,776.17 2.51 149.36
1993







0.00 0.00
1994









1995









1996









1997









1998










Averages: 66.94 4,115.98 72.94 4,340.25 68.56 4,215.66 45.15 2,776.17 1.26 74.68
Data in italics from USGS gaging station 006070.00, see attached data sheets.
Blank cells are due to missing/insufficient data.
Average = Average Flow for ENTIRE month. Monthly Total = Total Volume used during month.
See Methodology section for explanations.
Spot data readings used in calculating averages in table on following pages.

Data:

1980: 5/28, off; 6/20, 74 cfs; 7/11, 76 cfs; 7/31, off.

1981: 4/16, 15 cfs (est).

1983: 5/25, 10 cfs; 6/28, 96 cfs; 7/12, 142 cfs; 7/25, off.

1984: 6/27, 140 cfs; 7/10, 150 cfs; 8/20, off.

1986: 7/1, 67 cfs.

1992: 4/30, 12.0 cfs (est); 5/18, 78.0 cfs (est); 6/9, 120 cfs (est); 7/10, 110 cfs (est); 8/13, 52.0 cfs (est); 9/10, off.

1993: (all est): 5/27, 18.0 cfs; 7/2, 78.0 cfs; 8/23, 9/3, 9/27, off.

1996: 6/27, 50 cfs (est).

1997: 6/10, 25 cfs (est) (arrive), 80 cfs (depart); 8/19, 1 cfs (est).

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.

GREEN RIVER SUPPLY CANAL STATION NO. 006070.00
LATITUDE 0-00-00 LONGITUDE 0-00-00
SECTION 0 TOWNSHIP 0 RANGE 0 P.M.
ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN UNKNOWN
DATA FROM WATER COMMISSIONERS (P)

MEAN DAILY FLOW IN CFS BY WATER YEAR
1976
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 37.00 65.00 ** ** 1
2 ** ** ** ** ** ** ** ** 37.00 65.00 ** ** 2
3 ** ** ** ** ** ** ** ** 37.00 66.00 ** ** 3
4 ** ** ** ** ** ** ** ** 37.00 66.00 ** ** 4
5 ** ** ** ** ** ** ** ** 37.00 67.00 ** ** 5
6 ** ** ** ** ** ** ** ** 37.00 67.00 ** ** 6
7 ** ** ** ** ** ** ** ** 37.00 68.00 ** ** 7
8 ** ** ** ** ** ** ** ** 37.00 68.00 ** ** 8
9 ** ** ** ** ** ** ** ** 37.00 69.00 ** ** 9
10 ** ** ** ** ** ** ** ** 37.00 69.00 ** ** 10
11 ** ** ** ** ** ** ** ** 66.00 70.00 ** ** 11
12 ** ** ** ** ** ** ** ** 66.00 70.00 ** ** 12
13 ** ** ** ** ** ** ** ** 66.00 70.00 ** ** 13
14 ** ** ** ** ** ** ** ** 66.00 70.00 ** ** 14
15 ** ** ** ** ** ** ** ** 66.00 70.00 ** ** 15
16 ** ** ** ** ** ** ** ** 66.00 69.00 ** ** 16
17 ** ** ** ** ** ** ** ** 66.00 69.00 ** ** 17
18 ** ** ** ** ** ** ** ** 66.00 68.00 ** ** 18
19 ** ** ** ** ** ** ** ** 66.00 68.00 ** ** 19
20 ** ** ** ** ** ** ** ** 66.00 67.00 ** ** 20
21 ** ** ** ** ** ** ** ** 65.00 67.00 ** ** 21
22 ** ** ** ** ** ** ** ** 65.00 66.00 ** ** 22
23 ** ** ** ** ** ** ** ** 65.00 66.00 ** ** 23
24 ** ** ** ** ** ** ** ** 65.00 65.00 ** ** 24
25 ** ** ** ** ** ** ** ** 64.20 65.00 ** ** 25
26 ** ** ** ** ** ** ** ** 64.00 ** ** ** 26
27 ** ** ** ** ** ** ** ** 64.00 ** ** ** 27
28 ** ** ** ** ** ** ** ** 64.00 ** ** ** 28
29 ** ** ** ** ** ** ** ** 64.00 ** ** ** 29
30 ** ** ** **
** ** ** 64.00 ** ** ** 30
31 **
** **
**
**
** **
31
TOTAL ** ** ** ** ** ** ** ** 1674.20 1690.00* ** **
MEAN ** ** ** ** ** ** ** ** 55.81 67.60* ** **
AC-FT ** ** ** ** ** ** ** ** 3320.73 3352.06* ** **
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

Source: Wyoming Water Resources Data System, March 20, 2000.


Harrison-Sayer Ditch, South Fork Horse Creek

Diversion Description: Information not available at time of report.

Diversion Location:
Source: South Fork Horse Creek, Trib. Horse Creek, Trib. Green River
Section, Township, Range: 25, 34, 114

Conveyance Description: Open Channel Canal.

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
08-08-1901 3351 Irrigation 992.00 14.16 14.16
02-13-1904 1165E Irrigation 168.00 2.39 16.55
12-18-1906 1636 Irrigation 40.00 0.57 17.12
08-29-1912 2662E Irrigation 17.00 0.24 17.36
07-19-1915 3191E Domestic, Irrigation 165.00 2.35 19.71
07-29-1915 3213E Irrigation 48.00 0.69 20.40

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Cottonwood Creek at Ryegrass Junction.1

Other Operational Information: Information not available at time of report.

Sources:
1) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Harrison-Sayer Ditch, South Fork Horse Creek, Diversion Data

No Diversion Data Available.


Hartley Ditch, Horse Creek

Diversion Description: No headgate or diversion dam exists.1

Diversion Location:
Source: Horse Creek, Trib. Green River
Section, Township, Range: 5, 34, 113

Conveyance Description: Open Channel Canal, approximately 3 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
05-01-1889 Terr. Irrigation 800.00 11.42 11.42
03-25-1902 3794 Irrigation 160.00 2.28 13.70 POD/MOC change from a portion of McGovern No. 2 Ditch
11-30-1914 3066E Irrigation 43.00 0.61 14.31 POD/MOC change from a portion of Irwin No. 1 Ditch
03-22-1915 3151E Domestic, Irrigation 108.00 1.54 15.85 POD/MOC change from a portion of McGovern No. 2 Ditch
04-17-1973 6478E Irrigation 75.00 1.07 16.92

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Horse Creek at South Horse Creek.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Hartley Ditch, Horse Creek, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993





0.37 22.75

1994 20.78 1,277.71 12.59 749.16 2.75 169.09 0.07 4.30

1995 14.63 899.56 28.36 1,687.54 17.65 1,085.26 2.31 142.04

1996





0.00 0.00

1997



2.32 142.65 24.78 1,523.66

1998

45.36 2,699.37






Averages: 14.63 899.56 28.77 1,712.02 10.20 627.18 0.69 42.27

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:

1990: 6/25, 15.0 cfs (est); 7/7, 4.0 cfs (est).

1991: 6/17, 18.0 cfs; 7/7, 7.0 cfs.

1993: 5/10, off; 5/21, 25.20 cfs; 7/20, 1.50 cfs; 8/24, off.

1994: 6/4, 18.80 cfs; 6/6, 17.00 cfs; 6/18, 16.50 cfs; 6/19, 15.00 cfs; 6/27, 8.50 cfs; 7/15, 2.00 cfs; 8/8, 9/7, off.

1995: 4/14, off; 5/2, 5.0 cfs; 5/15, 15.0 cfs; 6/18, 30 cfs (est); 7/7, 33.3 cfs; 7/28, off; 9/4, 4.5 cfs.

1996: 7/17, 3.0 cfs (est); 7/30, 8/23, off.

1997: 6/11, 18.0 cfs (est); 6/23, 14.0 cfs; 8/13, off.

1998: 5/29, 72.4 cfs; 6/22, 58.9 cfs; 8/14, 4 cfs (est); 9/28, off.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Irwin Ditch, Horse Creek

Diversion Description: Diversion consists of a single 24" slide gate. No diversion dam exists.1

Diversion Location:
Source: Horse Creek, Trib. Green River
Section, Township, Range: 4, 34, 113

Conveyance Description: Open Channel Canal, approximately 3 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
04-24-1901 3135 Irrigation 320.00 4.57 4.57
12-22-1906 1656E Irrigation 125.00 1.78 6.35 Permitted Name: Irwin No. 1 Ditch
09-03-1908 1952E Domestic, Irrigation 320.00 4.57 10.92 Permitted Name: Irwin No. 1 Ditch
11-30-1914 3066E Irrigation 320.00 4.57 10.92 Permitted Name: Irwin No. 1 Ditch
06-01-1918 3951E Irrigation 400.00 5.71 21.19 Permitted Name: Irwin No. 1 Ditch
04-17-1973 6477E Irrigation 45.00 0.64 21.83 Permitted Name: Irwin No. 1 Ditch

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Horse Creek at South Horse Creek.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Irwin Ditch, Horse Creek, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993





2.58 158.64

1994

10.20 606.94 1.34 82.39 0.66 40.58

1995 13.02 800.57 36.49 2,171.31 23.81 1,464.02 1.03 63.33

1996





0.00 0.00

1997

19.43 1,156.17





1998

38.21 2,273.65 21.22 1,304.77 2.01 123.53 4.15 246.88

Averages: 13.02 800.57 22.04 1,311.47 12.58 773.21 1.57 96.52 4.15 246.88
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:

1990: 6/25, 20.0 cfs (est); 7/7, 1.5 cfs (est).

1991: 6/17, 100 + cfs.

1993: 5/10, off; 5/21, 85.80 cfs; 7/20, 7.50 cfs; 8/24, 1.50 cfs.

1994: 6/4, 32.80 cfs; 6/6, off; 6/18, 20.70 cfs; 6/19, 19.90 cfs; 6/27, 6.50 cfs; 7/15, off; 8/8, 1.00 cfs; 9/7, off.

1995: 4/14, 2.0 cfs; 5/2, 5.5 cfs; 5/15, 10.0 cfs; 6/18, 40.0 cfs; 7/7, 45 cfs (est); 7/28, off; 9/4, 2.0 cfs.

1997: 6/11, 7.5 cfs (est); 6/24, 41.0 cfs; 8/13, 1.43 cfs.

1998: 5/29, 44.0 cfs; 6/22, 36.9 cfs; 8/14, 3 cfs (est); 9/28, 5.3 cfs.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Lead Ditch, Horse Creek

Diversion Description: Diversion consists of two 24" slide gates.1

Diversion Location:
Source: Horse Creek, Trib. Green River
Section, Township, Range: 5, 34, 113

Conveyance Description: Open Channel Canal, approximately 6 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
06-11-1900 2656 Irrigation 663.00 9.46 9.46
05-31-1906 1579E Irrigation 157.00 2.24 11.70
08-22-1907 1757E Irrigation 160.00 2.28 13.98
06-05-1919 4010E Irrigation 127.00 1.81 15.79 POD/MOC change from a portion of McGovern No. 2 Ditch
04-26-1956 5861E Domestic, Irrigation, Stock 72.00 1.03 16.82
01-10-1961 6060E Irrigation 90.00 1.29 18.11 POD/MOC change from a portion of McGovern No. 2 Ditch

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Horse Creek at South Horse Creek.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Lead Ditch, Horse Creek, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993





3.08 189.38

1994

10.12 622.25 3.56 218.90 1.51 92.85

1995 26.72 1,642.95 45.26 2,782.93 23.99 1,475.09 5.57 342.49

1996



14.74 906.33 0.00 0.00

1997

13.92 855.91 11.75 722.48



1998





0.00 0.00 0.00 0.00

Averages: 26.72 1,642.95 23.10 1,420.36 13.51 830.70 2.03 124.94 0.00 0.00
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:

1988: 5/12, 14.5 cfs.

1990: 6/25, 12.0 cfs (est); 7/7, 4.0 cfs (est).

1991: 5/7, 4 cfs; 6/17, 20.13 cfs.

1993: 5/10, 5.80 cfs; 5/21, 50.80 cfs; 7/20, 10.60 cfs; 8/24, 1.00 cfs.

1994: 6/4, 25.50 cfs; 6/6, off; 6/18, 18.80 cfs; 6/19, 17.30 cfs; 6/27, 10.20 cfs; 7/15, 2.50 cfs; 8/8, 1.00 cfs; 9/7, off.

1995: 4/14, 3.0 cfs; 5/2, 18.0 cfs; 5/15, 25.0 cfs; 6/18, 50.0 cfs; 7/7, 41.9 cfs; 7/28, 3.0 cfs; 9/4, 8.0 cfs.

1996: 6/17, 31 cfs (est); 6/27, 65.1 cfs; 7/17, 2.5 cfs (est); 7/30, 8/23, off.

1997: 6/11, 21.0 cfs (est); 6/23, 21.8 cfs; 8/13, off.

1998: 5/29, 23.8 cfs; 6/22, 16.4 cfs; 8/14, 9/28, off.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Lena Ditch, North Beaver Creek

Diversion Description: Information not available at time of report.

Diversion Location:
Source: North Beaver Creek, Trib. Beaver Creek, Trib. Green River
Section, Township, Range: 25, 36, 112

Conveyance Description: Open Channel Canal.

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
09-13-1913 12043 Domestic, Irrigation 627.00 8.95 8.95
08-08-1916 14321 Domestic, Irrigation 81.00 1.15 10.10 POD/MOC change from McDole Ditch.
12-17-1917 3840E Irrigation

10.10 Supplementary Supply for 121.00 acres with Original Supply from Little Beaver Creek. POD/MOC change from McDole Ditch.

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Beaver Creek at North Beaver Creek.1

Other Operational Information: Information not available at time of report.

Sources:
1) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Lena Ditch, North Beaver Creek, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993

1.10 65.60





1994



5.42 333.06 0.78 47.77

1995

7.85 467.05 14.47 889.52



1996









1997









1998










Averages:

4.48 266.33 9.95 611.29 0.78 47.77

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:

1990: 5/24, 19.1 cfs; 5/16, 12.9 cfs; 7/18, 2.0 cfs (est).

1991: 6/13, 15.0 cfs.

1992: NA, 0.00 cfs.

1993: 5/25, 4.20 cfs; 6/22, off; 8/9, 2.00 cfs.

1994: 5/19, 12.00 cfs; 7/1, 8.00 cfs; 8/18, off.

1995: 5/23, 3.5 cfs; 6/28, 10.0 cfs; 7/26, 18.0 cfs; 8/11, off.

1997: 6/9, 12.5 cfs (est).

1998: 7/28, off.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Luckpenny Ditch, Boulder Creek

Diversion Description: Diversion consists of a 48" steel headgate. No diversion dam exists.1

Diversion Location:
Source: Boulder Creek, Trib. Green River
Section, Township, Range: 19, 37, 109

Conveyance Description: Open Channel Canal, approximately 4 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
01-10-1901 749E Irrigation 150.00 2.14 2.14 POD/MOC change from a portion of Black Butte Ditch
08-01-1904 6369 Irrigation 270.00 3.85 5.99
08-28-1936 5041E Irrigation 351.00 5.01 11.00
08-28-1936 5042E Irrigation 67.00 0.96 11.96

Storage Rights: None.

Estimated Canal Losses: Typical (10%).1

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Boulder Creek at Pot Creek.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Luckpenny Ditch, Boulder Creek, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993 3.21 197.38 6.49 386.18





1994 8.11 498.66 10.90 648.60 6.22 382.45 1.05 64.56 1.20 71.40
1995 4.13 253.94



7.11 437.18

1996





8.07 496.20

1997









1998





2.98 183.23


Averages: 5.15 316.66 8.70 517.39 6.22 382.45 5.41 332.65 1.20 71.40
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:

1990: 6/12, 9.2 cfs.

1991: 6/12, 9.23 cfs; 9/20, 11.3 cfs.

1992: 5/28, 0.00 cfs; 7/14, 12.3 cfs.

1993: 5/14, 2.00 cfs; 6/17, 15.30 cfs.

1994: 5/9, 5.00 cfs; 5/25, 15.00 cfs; 6/3, 10.00 cfs; 6/8, 13.00 cfs; 6/9, 12.50; 7/16, 6.50 cfs; 8/16, off; 9/21, 2.50 cfs.

1995: 4/13, off; 4/20, 2.0 cfs; 5/11, 3.0 cfs; 5/26, 4.5 cfs; 6/6, 15.0 cfs; 7/19, 20 cfs (est); 8/25, 4.0 cfs.

1996: 7/2, 13 cfs (est); 8/8, 1.5 cfs (est).

1998: 5/19, off; 7/27, 4.8 cfs; 8/3, 4.5 cfs (est); 9/4, 0.90 cfs.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Pape Ditch, Green River

Diversion Description: Diversion consists of a wood stop log headgate. No diversion dam exists.1

Diversion Location:
Source: Green River
Section, Township, Range: 32, 35, 111

Conveyance Description: Open Channel Canal, approximately 4 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
03-22-1901 3095 Irrigation 516.00 7.36 7.36
02-02-1905 1344E Irrigation 80.00 1.14 8.50
10-12-1905 1448E Domestic, Irrigation, Stock 220.00 3.14 11.64
08-26-1909 2112E Irrigation 171.20 2.44 14.08

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Forty Rod Creek above Green River.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Pape Ditch, Green River, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993









1994

23.28 1,431.43 7.73 475.30 0.27 16.60 1.14 70.10
1995 10.45 642.55 28.90 1,776.99 28.15 1,730.88 5.87 360.93

1996









1997









1998










Averages: 10.45 642.55 26.09 1,604.21 17.97 1,103.09 2.05 125.84 1.14 70.10
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:

1993: 5/25, 62.90 cfs; 9/14, 4.50 cfs.

1994: 5/20, 15.00 cfs; 6/6, 30.00 cfs; 7/1, 15.00 cfs; 8/2, 8/17, off; 9/20, 2.50 cfs.

1995: 5/9, 12.5 cfs; 5/26, 14.0 cfs; 6/19, 33.6 cfs; 7/19, 30 cfs (est); 8/21, off.

1996: 5/11, 2.5 cfs (est).

1997: 7/16, 29.0 cfs; 8/13, off.

1998: 6/2, 39.42 cfs; 7/28, 8/20, 9/15, off.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Payne-Gooden Ditch, Middle Beaver Creek

Diversion Description: Information not available at time of report.

Diversion Location:
Source: Middle Beaver Creek, Trib. Beaver Creek, Trib. Green River
Section, Township, Range: 33, 36, 112

Conveyance Description: Open Channel Canal.

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
11-22-1913 12141 Irrigation 1,061.00 15.13 15.13

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Beaver Creek at North Beaver Creek.1

Other Operational Information: Information not available at time of report.

Sources:
1) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Payne-Gooden Ditch, Middle Beaver Creek, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993









1994









1995



20.49 1,259.88



1996









1997









1998










Averages:



20.49 1,259.88



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:

1993: 6/22, 11.50 cfs.

1994: 5/19, 18.00 cfs; 8/18, off.

1995: 6/28, 15.0 cfs; 7/26, 25.0 cfs; 8/11, off.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Preston Ditch, Boulder Creek

Diversion Description: No headgate or diversion dam exists.1

Diversion Location:
Source: Boulder Creek, Trib. Green River
Section, Township, Range: 19, 37, 109

Conveyance Description: Open Channel Canal.

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
08-19-1918 15187 Irrigation 748.00 10.67 10.67

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Boulder Creek at Pot Creek.2

Other Operational Information: Ditch has not been used for years.1

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 9, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Preston Ditch, Boulder Creek, Diversion Data

Data:

1993: 5/14, 6/17, off.

1994: 5/9, 5/25, off.

1995: 4/13, 5/11, off.

1998: 8/3, 9/4, off.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Scott Ditch, Green River

Diversion Description: Diversion consists of a single 36" slide gate. No diversion dam exists.1

Diversion Location:
Source: Green River
Section, Township, Range: 29, 35, 111

Conveyance Description: Open Channel Canal, approximately 3 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
07-18-1898 1885 Irrigation 741.00 10.59 10.59
05-18-1903 1057E Irrigation 30.00 0.43 11.02
08-24-1914 3087E Irrigation 263.00 3.75 14.77
03-25-1986 6820E Irrigation 192.00 2.74 17.51

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Green River at Forty Rod Creek.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Scott Ditch, Green River, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993









1994

30.93 1,840.46 15.16 932.15 0.69 42.43 1.14 67.83
1995 16.45 1,011.47 43.70 2,600.33 45.87 2,820.44 9.78 601.35

1996 2.67 164.17 5.13 305.26 4.76 292.68



1997









1998





0.00 0.00 0.00 0.00

Averages: 9.56 587.82 26.59 1,582.02 21.93 1,348.42 3.49 214.59 0.57 33.92
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:

1994: 5/20, 30.60 cfs; 6/6, 30.00 cfs; 6/21, 33.00 cfs; 7/1, 28.00 cfs; 8/2, 1.50 cfs; 8/17, off cfs; 9/20, 2.50 cfs.

1995: 5/9, 20.0 cfs; 5/26, 22.0 cfs; 6/19, 50 cfs (est); 7/19, 50 cfs (est); 8/21, off.

1996: 5/11, 3.5 cfs (est); 6/27, 5.5 cfs (est); 7/17, 14 cfs (est); 7/30, 16 cfs (est).

1998: 6/2, 16.42 cfs; 7/28, 8/20, 9/15, off.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Snider Ditch, Horse Creek

Diversion Description: Diversion consists of two 24" slide gates.1

Diversion Location:
Source: Horse Creek, Trib. Green River
Section, Township, Range: 5, 34, 113

Conveyance Description: Open Channel Canal, approximately 6 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
07-04-1898 1942 Irrigation 320.00 4.57 4.57
01-11-1900 492E Irrigation 280.00 4.00 8.57
03-25-1902 3794 Irrigation 80.00 1.14 9.71 POD/MOC change from a portion of McGovern No. 2 Ditch
05-23-1902 847E Irrigation 320.00 4.57 14.28 Permitted Name: Snyder Ditch
05-14-1904 1200E Irrigation, Stock 187.00 2.67 16.95
03-28-1912 2774E Irrigation 80.00 1.14 18.09 POD/MOC change from a portion of McGovern No. 2 Ditch
09-04-1912 2678E Irrigation 314.00 4.48 22.57
09-10-1914 3032E Irrigation 320.00 4.56 27.13 POD/MOC change from a portion of McGovern Ditch
11-30-1914 3066E Irrigation 117.00 1.67 28.80 POD/MOC change from a portion of Irwin Ditch
03-22-1915 3151E Domestic, Irrigation 52.00 0.74 29.54 POD/MOC change from a portion of McGovern Ditch
03-29-1918 3884E Irrigation 181.20 2.59 32.13
04-17-1973 6479E Irrigation 37.00 0.53 32.66

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Horse Creek at South Horse Creek.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Snider Ditch, Horse Creek, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988 35.84 2,203.72 30.20 1,797.02 6.40 393.52 0.55 33.82

1989









1990









1991









1992 35.53 2,184.65 11.11 661.09





1993





5.24 322.20

1994

15.63 930.05 6.03 370.77 1.60 98.38

1995 28.05 1,724.73 59.90 3,564.30 38.85 2,388.79 5.51 338.80

1996



10.75 660.99 0.38 23.37

1997









1998

18.95 1,127.88






Averages: 33.14 2,037.70 27.16 1,616.07 15.51 953.52 2.66 163.31

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:

1988: 5/12, 50.1 cfs; 5/23, 61.24 cfs; 6/29, 13.3 cfs; 7/18, 5.3 cfs; 8/1, 1.5 cfs; 8/18, 0.5 cfs.

1990: 6/25, 25.0 cfs (est); 7/7, 4.0 cfs (est).

1991: 5/7, 8 cfs; 6/17, 12.11 cfs; 7/1, 21 cfs.

1992: 4/22,12.00 cfs; 5/4,40.00 cfs; 5/8, 26.30 cfs; 5/12, 40.00 cfs; 5/13, 45.00 cfs; 6/19, 10.00 cfs.

1993: 5/10, 15.30 cfs; 5/21, 55.3 cfs; 7/20, 12.30 cfs; 8/24, 5.5 cfs.

1994: 6/4, 38.20 cfs; 6/6, dry; 6/18, 30.40 cfs; 6/19, 25.60 cfs; 6/27, 15.30 cfs; 7/15, 5.00 cfs; 8/8, 1.00 cfs; 9/7, 2.50 cfs.

1995: 4/14, 2.0 cfs; 5/2, 15.0 cfs; 5/15, 25.0 cfs; 6/18, 65.0 cfs; 7/7, 68.8 cfs; 7/28, 5.0 cfs; 9/4, 6.0 cfs.

1996: 6/17, 19 cfs (est); 6/27, 42.0 cfs; 7/17, 4.0 cfs (est); 7/30, off; 8/23, 1.0 cfs (est).

1997: 6/11, 16.0 cfs (est); 6/23, 13.9 cfs; 8/13, off.

1998: 5/29, 31.55 cfs; 6/22, 23.6 cfs; 8/14, off.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Stockdale Ditch, Green River

Diversion Description: Diversion consists of two 36" slide gates. No diversion dam exists.1

Diversion Location:
Source: Green River
Section, Township, Range: 18, 34, 111

Conveyance Description: Open Channel Canal, approximately 4 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
12-03-1903 5692 Irrigation 765.92 10.91 10.91
11-14-1933 4931E Domestic, Irrigation, Stock 1,080.00 15.43 26.34

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Horse Creek at Prairie Creek.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Stockdale Ditch, Green River, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993









1994

33.73 2,007.07 14.05 863.90 0.99 60.87 1.37 81.52
1995 10.36 637.01 22.08 1,313.85 19.57 1,203.31 2.96 182.00

1996



21.07 1,295.54 5.85 359.70

1997









1998










Averages: 10.36 637.01 27.91 3,320.92 18.23 1,120.92 3.27 200.86 1.37 81.52
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:

1993: 5/25, off; 7/20, 48.80 cfs; 9/14, 5.00 cfs.

1994: 5/20, 30.00 cfs; 6/6, 40.40 cfs; 7/1, 25.00 cfs; 8/2, 2.40 cfs; 8/17, off; 9/20, 3.00 cfs.

1995: 5/9, 10.0 cfs; 5/26, 15.6 cfs; 6/19, 45.0 cfs (est); 7/19, 39.6 cfs; 8/21, off.

1996: 5/11, off; 6/27, 18 cfs (est); 7/17, 24 cfs (est); 7/30, 18 cfs (est); 8/23, off.

1997: 6/25, 8/13, off.

1998: 6/2, 38.44 cfs.

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Sutton Ditch, Green River

Diversion Description: Diversion consists of a wood stop log headgate. No diversion dam exists.1

Diversion Location:
Source: Green River
Section, Township, Range: 32, 34, 110

Conveyance Description: Open Channel Canal, approximately 3 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
08-11-1897 1566 Irrigation 670.00 8.84 8.84
12-22-1900 606E Irrigation 93.00 1.33 10.17
12-05-1968 6305E Irrigation 40.00 0.57 10.74

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Green River at Tom Poole Slough.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Sutton Ditch, Green River, Diversion Data

No Diversion Data Available.


Todd Ditch, Horse Creek

Diversion Description: Diversion consists of a single 24" slide gate.1

Diversion Location:
Source: Horse Creek, Trib. Green River
Section, Township, Range: Lot 2, 1, 33, 111

Conveyance Description: Open Channel Canal, approximately 4 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
07-00-1889 Terr. Irrigation 100.00 1.43 1.43
11-14-1901 737E Irrigation 623.00 8.87 10.30
09-06-1906 1610E Irrigation 42.00 0.60 10.90
01-18-1935 5025E Domestic, Irrigation, Stock 126.00 1.80 12.70 Supplemental Supply for 450.00 acres with Original Supply from Green River

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Green River at Horse Creek.2

Other Operational Information: Information not available at time of report.

Sources:
1) Loren Smith, Wyoming State Engineer's Office, Fax, June 6, 2000.
2) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Todd Ditch, Horse Creek, Diversion Data

Wateryear May June July August September
Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF) Average (cfs) Monthly Total (AF)
1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993









1994

15.72 935.40 5.27 324.04 0.00 0.00

1995



10.29 632.71



1996









1997









1998










Averages:

15.72 935.40 7.78 478.37 0.00 0.00

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:

1993: 5/10, 5.00 cfs.

1994: 6/4, dry; 6/6, 35.00 cfs; 6/18, dry; 6/19, dry; 6/27, 30.00 cfs; 7/15, dry; 8/8, off; 9/7, 3.00 cfs.

1995: 4/14, 2.0 cfs; 5/2, 6.5 cfs; 6/18, 35.0 cfs; 7/28, off.

1996: 7/3, 67 cfs (est).

Supply: 1980, average; 1981, slightly below average; 1982, average; 1983, above average; 1984, above average; 1985, slightly below average; 1986, average; 1987, average; 1988, below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992; below average; 1993, slightly below average; 1994, below average; 1995, slightly above average; 1996, average; 1997, average; 1998, slightly above average.

Source: State Engineer's Office, Annual Hydrographers' Reports.


Vickery Number 1 Ditch, South Fork Horse Creek

Diversion Description: Information not available at time of report.

Diversion Location:
Source: South Fork Horse Creek, Trib. Horse Creek, Trib. Green River
Section, Township, Range: 25, 34, 114

Conveyance Description: Open Channel Canal.

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
09-10-1900 2800 Irrigation 415.00 5.93 5.93
04-18-1902 816E Irrigation 140.00 2.00 7.93
03-25-1910 2229E Irrigation 79.42 1.13 9.06
06-05-1916 3663E Irrigation 108.00 1.54 10.60
07-09-1918 3920E Irrigation 113.00 1.61 12.21

Storage Rights: None.

Estimated Canal Losses: Information not available at time of report.

Irrigation Practices: Information not available at time of report.

Crop Types / Consumptive Use: Information not available at time of report.

Return Flows: Return flows are delivered to Cottonwood Creek at Ryegrass Junction.1

Other Operational Information: Information not available at time of report.
Sources:
1) Williams, Linda I., "A Model of the Green River Using the Wyoming Integrated River System Operation Study (WIRSOS)," M.S. Thesis, University of Wyoming, Department of Civil Engineering, December 1995.

Vickery Number 1 Ditch, South Fork Horse Creek, Diversion Data

No Diversion Data Available.