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 7


Alexander Ditch, West Fork New Fork River

Diversion Description: Diversion consists of a 6' wide wood gate.1

Diversion Location:
Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 34, 35, 110

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

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
07-03-1896 1281 Irrigation 520.00 7.40 7.40 POD/MOC change from a portion of W.F. Irrigation Ditch.
03-15-1901 3081 Irrigation 320.00 4.57 11.97 POD/MOC change from a portion of Luman Ditch.
03-15-1901 3082 Irrigation 160.00 2.28 14.25 POD/MOC change from a portion of Luman No. 2 Ditch
11-11-1903 5855 Irrigation

14.25 11.12 AF Secondary Supply from New Fork Lake Reservoir (480R) (8.00 acres served)
11-11-1903 4865E Irrigation

14.25 107.44 AF Secondary Supply from New Fork Lake Reservoir (480R) (77.30 acres served)
02-02-1915 13032 Domestic, Irrigation 13.00 0.18 14.43
06-11-1929 4836E Irrigation 51.90 0.74 15.17

Storage Rights: New Fork Lake 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 West Fork New Fork River at Beeline Ditch.2

Other Operational Information: The canal is typically turned on in late May and irrigation flows stop in late July. Stock flows continue until October.1

Note: There are two ditches with the name of Alexander on the West Fork New Fork River. This memo describes the larger (lower) ditch. The other ditch has a headgate located at Section 32, Township 36, Range 110, and has a total permitted flow of 1.20 cfs.

Sources:
1) Floyd Briggs, New Fork River Irrigation District, 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.

Alexander Ditch, West Fork New Fork 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

21.17 1,259.90 9.57 588.28 0.59 36.28 4.39 261.42
1985

20.85 1,240.46 8.82 542.48 0.76 47.01 2.03 121.05
1986

23.06 1,371.97 12.23 751.80 1.10 67.93 3.08 183.29
1987 6.81 418.85 19.28 1,147.26 9.65 593.32 1.41 86.82 3.21 191.21
1988









1989









1990









1991









1992









1993









1994 0.00 0.00 5.12 304.66 14.46 889.11 2.35 144.50

1995









1996









1997









1998










Averages: 3.41 209.43 17.90 1,064.85 10.95 673.00 1.24 76.51 3.18 189.24
Data in italics from USGS gaging station 007115.00, 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:

1994: 5/13, 6/13, dry; 7/2, 18.00 cfs; 7/22, 14.00 cfs; 8/15, dry; 9/7, 2.50 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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

ALEXANDER DITCH STATION NO. 0077115.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
SW1/4SE1/4 SECTION 34 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7350.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1984
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 23.50 20.10 0.59 0.59 1
2 ** ** ** ** ** ** ** ** 23.50 20.90 0.59 0.59 2
3 ** ** ** ** ** ** ** ** 23.50 21.40 0.59 1.33 3
4 ** ** ** ** ** ** ** ** 20.90 25.20 0.59 4.58 4
5 ** ** ** ** ** ** ** ** 20.10 25.40 0.59 4.58 5
6 ** ** ** ** ** ** ** ** 24.00 25.40 0.59 4.04 6
7 ** ** ** ** ** ** ** ** 23.00 24.60 0.59 4.25 7
8 ** ** ** ** ** ** ** ** 22.20 24.30 0.59 4.46 8
9 ** ** ** ** ** ** ** ** 21.60 13.20 0.59 5.04 9
10 ** ** ** ** ** ** ** ** 22.40 4.58 0.59 5.28 10
11 ** ** ** ** ** ** ** ** 22.70 4.58 0.59 5.41 11
12 ** ** ** ** ** ** ** ** 21.60 4.58 0.59 6.20 12
13 ** ** ** ** ** ** ** ** 20.40 4.58 0.59 5.66 13
14 ** ** ** ** ** ** ** ** 19.60 7.53 0.59 5.53 14
15 ** ** ** ** ** ** ** ** 19.40 18.20 0.59 5.53 15
16 ** ** ** ** ** ** ** ** 22.20 15.60 0.59 5.53 16
17 ** ** ** ** ** ** ** ** 22.20 15.80 0.59 5.04 17
18 ** ** ** ** ** ** ** ** 21.40 9.22 0.59 5.04 18
19 ** ** ** ** ** ** ** ** 19.40 1.02 0.59 4.92 19
20 ** ** ** ** ** ** ** ** 19.20 0.91 0.59 5.16 20
21 ** ** ** ** ** ** ** 2.61 19.20 0.94 0.59 5.93 21
22 ** ** ** ** ** ** ** 3.45 19.60 0.87 0.59 5.79 22
23 ** ** ** ** ** ** ** 4.46 19.60 0.94 0.59 7.53 23
24 ** ** ** ** ** ** ** 5.66 20.40 0.87 0.59 7.53 24
25 ** ** ** ** ** ** ** 5.66 21.40 0.87 0.59 4.80 25
26 ** ** ** ** ** ** ** 4.69 21.40 0.84 0.59 2.32 26
27 ** ** ** ** ** ** ** 10.70 20.90 0.84 0.59 2.32 27
28 ** ** ** ** ** ** ** 9.78 19.40 0.80 0.59 2.32 28
29 ** ** ** ** ** ** ** 9.78 19.60 0.84 0.59 2.25 29
30 ** ** ** ** ** ** ** 23.00 20.90 0.84 0.59 2.25 30
31 **
** **
**
23.50
0.84 0.59
31
TOTAL ** ** ** ** ** ** ** 103.29* 635.20 296.59 18.29 131.80
MEAN ** ** ** ** ** ** ** 9.39* 21.17 9.57 0.59 4.39
AC-FT ** ** ** ** ** ** ** 204.87* 1259.90 588.28 36.28 261.42
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

ALEXANDER DITCH STATION NO. 0077115.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
SW1/4SE1/4 SECTION 34 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7350.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1985
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 2.25 ** ** ** ** ** ** ** 25.89 0.25 0.02 1.47 1
2 2.32 ** ** ** ** ** ** ** 24.96 0.19 0.02 0.63 2
3 2.32 ** ** ** ** ** ** ** 26.51 3.88 0.02 0.98 3
4 2.32 ** ** ** ** ** ** ** 26.20 20.32 0.02 1.18 4
5 2.39 ** ** ** ** ** ** ** 25.27 21.15 0.03 1.32 5
6 2.39 ** ** ** ** ** ** ** 22.83 21.72 0.02 1.47 6
7 2.32 ** ** ** ** ** ** ** 22.29 21.15 0.01 1.39 7
8 2.25 ** ** ** ** ** ** ** 22.00 18.96 0.01 1.47 8
9 2.18 ** ** ** ** ** ** ** 22.58 18.43 0.02 1.55 9
10 2.18 ** ** ** ** ** ** ** 22.29 18.96 0.01 1.63 10
11 2.12 ** ** ** ** ** ** ** 22.29 19.77 0.02 1.71 11
12 2.05 ** ** ** ** ** ** ** 22.58 19.50 0.03 2.15 12
13 1.93 ** ** ** ** ** ** ** 22.58 18.69 0.04 1.71 13
14 1.87 ** ** ** ** ** ** ** 22.83 17.91 0.06 1.55 14
15 1.75 ** ** ** ** ** ** ** 23.46 17.65 0.04 1.79 15
16 1.33 ** ** ** ** ** ** ** 24.06 16.63 0.09 2.15 16
17 1.33 ** ** ** ** ** ** ** 24.36 15.89 0.14 2.15 17
18 1.02 ** ** ** ** ** ** ** 23.46 1.79 0.16 2.24 18
19 0.00 ** ** ** ** ** ** ** 20.87 0.32 0.12 2.95 19
20 0.00 ** ** ** ** ** ** ** 19.23 0.16 0.07 2.34 20
21 0.00 ** ** ** ** ** ** ** 17.65 0.07 1.79 2.64 21
22 0.00 ** ** ** ** ** ** 7.39 17.39 0.07 1.71 3.52 22
23 0.00 ** ** ** ** ** ** 7.34 17.39 0.02 1.79 3.06 23
24 0.00 ** ** ** ** ** ** 7.34 17.91 0.00 1.88 2.74 24
25 0.00 ** ** ** ** ** ** 13.30 23.46 0.00 1.97 2.74 25
26 0.00 ** ** ** ** ** ** 15.40 24.06 0.00 2.15 2.74 26
27 0.00 ** ** ** ** ** ** 17.39 23.46 0.00 2.54 2.95 27
28 ** ** ** ** ** ** ** 17.39 16.38 0.00 2.74 2.95 28
29 ** ** ** ** ** ** ** 18.17 0.80 0.00 2.15 2.15 29
30 ** ** ** ** ** ** ** 31.43 0.36 0.01 2.06 1.71 30
31 **
** **
**
29.08
0.01 1.97
31
TOTAL 36.32* ** ** ** ** ** ** 164.23* 625.40 273.50 23.70 61.03
MEAN 1.35* ** ** ** ** ** ** 16.42* 20.85 8.82 0.76 2.03
AC-FT 72.04* ** ** ** ** ** ** 325.75* 1240.46 542.48 47.01 121.05
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

ALEXANDER DITCH STATION NO. 0077115.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
SW1/4SE1/4 SECTION 34 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7350.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1986
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 1.63 1.47 ** ** ** ** ** ** 10.03 28.47 0.07 2.75 1
2 1.71 1.63 ** ** ** ** ** ** 12.99 28.47 0.09 2.75 2
3 1.71 1.63 ** ** ** ** ** ** 15.32 28.14 0.07 2.65 3
4 1.71 ** ** ** ** ** ** ** 17.58 28.14 0.09 2.65 4
5 1.71 ** ** ** ** ** ** ** 21.98 28.47 0.11 2.75 5
6 1.63 ** ** ** ** ** ** ** 15.08 28.47 0.09 2.75 6
7 2.06 ** ** ** ** ** ** ** 25.28 25.59 0.07 2.75 7
8 2.24 ** ** ** ** ** ** ** 24.36 9.45 0.07 3.08 8
9 2.15 ** ** ** ** ** ** ** 23.75 9.07 0.09 3.54 9
10 2.15 ** ** ** ** ** ** ** 21.69 8.33 0.11 3.78 10
11 2.06 ** ** ** ** ** ** ** 22.27 13.21 0.32 3.78 11
12 2.06 ** ** ** ** ** ** ** 26.85 26.85 2.35 3.66 12
13 1.97 ** ** ** ** ** ** ** 29.13 26.85 2.35 3.54 13
14 1.88 ** ** ** ** ** ** ** 28.14 26.85 2.45 3.42 14
15 1.88 ** ** ** ** ** ** ** 26.53 27.17 2.55 3.42 15
16 1.88 ** ** ** ** ** ** ** 25.28 18.64 2.55 3.42 16
17 1.88 ** ** ** ** ** ** ** 24.05 10.23 2.65 3.42 17
18 1.79 ** ** ** ** ** ** ** 22.86 3.42 2.65 3.66 18
19 1.79 ** ** ** ** ** ** ** 21.69 1.63 2.45 3.90 19
20 1.71 ** ** ** ** ** ** ** 20.55 0.19 2.35 4.16 20
21 1.71 ** ** ** ** ** ** 0.00 27.17 0.09 2.35 4.16 21
22 1.79 ** ** ** ** ** ** 0.00 27.17 0.09 2.45 3.42 22
23 2.06 ** ** ** ** ** ** 0.16 26.53 0.14 0.85 2.35 23
24 1.97 ** ** ** ** ** ** 2.65 24.97 0.14 0.06 2.35 24
25 1.88 ** ** ** ** ** ** 2.65 25.28 0.22 0.07 2.35 25
26 1.79 ** ** ** ** ** ** 2.65 25.59 0.19 0.09 2.35 26
27 1.71 ** ** ** ** ** ** 2.75 25.28 0.16 0.16 2.35 27
28 1.63 ** ** ** ** ** ** 1.89 24.97 0.11 0.22 2.35 28
29 1.25 ** ** ** ** ** ** 0.53 24.97 0.09 0.29 2.45 29
30 1.04 ** ** ** ** ** ** 1.80 24.36 0.09 1.32 2.45 30
31 1.39
** **
**
7.80
0.07 2.86
31
TOTAL 55.82 4.73* ** ** ** ** ** 22.88* 691.70 379.03 34.25 92.41
MEAN 1.80 1.58* ** ** ** ** ** 2.08* 23.06 12.23 1.10 3.08
AC-FT 110.72 9.38* ** ** ** ** ** 43.58* 1371.97 751.80 67.93 183.29
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

ALEXANDER DITCH STATION NO. 0077115.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
SW1/4SE1/4 SECTION 34 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7350.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1987
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 2.45 1.97 ** ** ** ** ** ** 14.91 19.40 0.07 2.83 1
2 2.45 2.06 ** ** ** ** ** ** 15.38 18.10 0.07 2.93 2
3 2.35 1.18 ** ** ** ** ** ** 16.59 7.47 0.09 4.35 3
4 2.35 0.25 ** ** ** ** ** ** 16.34 5.02 0.11 4.75 4
5 2.35 0.19 ** ** ** ** ** ** 16.10 4.48 0.11 4.61 5
6 2.35 0.14 ** ** ** ** ** ** 18.10 4.09 0.11 4.61 6
7 2.35 0.11 ** ** ** ** ** ** 20.75 23.59 0.11 3.85 7
8 2.35 0.11 ** ** ** ** ** ** 20.48 23.59 0.11 3.15 8
9 2.25 0.14 ** ** ** ** ** ** 21.87 23.88 0.09 3.26 9
10 2.06 0.16 ** ** ** ** ** ** 23.59 26.90 0.09 3.26 10
11 2.06 0.19 ** ** ** ** ** ** 23.29 26.27 0.05 3.26 11
12 2.16 0.19 ** ** ** ** ** 1.31 22.72 25.67 0.05 3.37 12
13 2.06 0.22 ** ** ** ** ** 2.32 22.72 24.77 0.09 3.43 13
14 2.16 0.32 ** ** ** ** ** 4.35 21.87 23.88 0.19 3.49 14
15 2.16 0.32 ** ** ** ** ** 6.03 19.94 25.37 0.32 3.49 15
16 2.16 0.44 ** ** ** ** ** 6.50 8.16 11.39 0.19 3.61 16
17 2.25 0.36 ** ** ** ** ** 6.50 5.73 1.04 0.14 3.73 17
18 2.25 0.32 ** ** ** ** ** 7.14 6.97 0.91 0.16 3.61 18
19 2.45 0.32 ** ** ** ** ** 9.24 21.87 0.74 0.58 3.15 19
20 2.45 0.29 ** ** ** ** ** 12.66 22.72 0.63 3.97 3.15 20
21 2.55 0.29 ** ** ** ** ** 14.21 22.72 0.63 3.97 3.15 21
22 2.65 0.29 ** ** ** ** ** 15.86 22.72 0.40 3.85 3.04 22
23 2.55 0.29 ** ** ** ** ** 14.44 22.72 0.22 3.61 2.83 23
24 2.45 0.29 ** ** ** ** ** 13.53 22.15 0.19 3.85 2.23 24
25 2.35 0.32 ** ** ** ** ** 12.87 22.72 0.09 3.73 2.52 25
26 2.35 ** ** ** ** ** ** 13.76 24.17 0.04 3.49 2.72 26
27 2.25 ** ** ** ** ** ** 15.38 20.21 0.02 3.26 2.05 27
28 2.16 ** ** ** ** ** ** 14.67 19.94 0.02 2.93 2.05 28
29 2.35 ** ** ** ** ** ** 13.53 20.48 0.11 2.83 1.96 29
30 2.45 ** ** ** ** ** ** 12.66 20.48 0.11 2.83 1.96 30
31 2.25
** **
**
14.21
0.11 2.72
31
TOTAL 71.83 10.76* ** ** ** ** ** 211.17* 578.41 299.13 43.77 96.40
MEAN 2.32 .43* ** ** ** ** ** 10.56* 19.28 9.65 1.41 3.21
AC-FT 142.47 21.34* ** ** ** ** ** 418.85* 1147.26 593.32 86.82 191.21
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

ALEXANDER DITCH STATION NO. 0077115.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
SW1/4SE1/4 SECTION 34 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7350.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1988
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 1.96 1.91 ** ** ** ** ** ** ** ** ** ** 1
2 1.87 ** ** ** ** ** ** ** ** ** ** ** 2
3 1.62 ** ** ** ** ** ** ** ** ** ** ** 3
4 1.96 ** ** ** ** ** ** ** ** ** ** ** 4
5 2.83 ** ** ** ** ** ** ** ** ** ** ** 5
6 2.62 ** ** ** ** ** ** ** ** ** ** ** 6
7 2.83 ** ** ** ** ** ** ** ** ** ** ** 7
8 2.72 ** ** ** ** ** ** ** ** ** ** ** 8
9 2.93 ** ** ** ** ** ** ** ** ** ** ** 9
10 3.37 ** ** ** ** ** ** ** ** ** ** ** 10
11 3.43 ** ** ** ** ** ** ** ** ** ** ** 11
12 2.93 ** ** ** ** ** ** ** ** ** ** ** 12
13 2.93 ** ** ** ** ** ** ** ** ** ** ** 13
14 3.04 ** ** ** ** ** ** ** ** ** ** ** 14
15 2.93 ** ** ** ** ** ** ** ** ** ** ** 15
16 2.93 ** ** ** ** ** ** ** ** ** ** ** 16
17 2.93 ** ** ** ** ** ** ** ** ** ** ** 17
18 2.93 ** ** ** ** ** ** ** ** ** ** ** 18
19 2.93 ** ** ** ** ** ** ** ** ** ** ** 19
20 3.04 ** ** ** ** ** ** ** ** ** ** ** 20
21 3.15 ** ** ** ** ** ** ** ** ** ** ** 21
22 3.15 ** ** ** ** ** ** ** ** ** ** ** 22
23 2.83 ** ** ** ** ** ** ** ** ** ** ** 23
24 2.67 ** ** ** ** ** ** ** ** ** ** ** 24
25 2.62 ** ** ** ** ** ** ** ** ** ** ** 25
26 2.52 ** ** ** ** ** ** ** ** ** ** ** 26
27 2.52 ** ** ** ** ** ** ** ** ** ** ** 27
28 2.57 ** ** ** ** ** ** ** ** ** ** ** 28
29 2.52 ** ** ** ** ** ** ** ** ** ** ** 29
30 2.37 ** ** **
** ** ** ** ** ** ** 30
31 1.96 **
**
**
**
** **
31
TOTAL 83.61 1.91* ** ** ** ** ** ** ** ** ** **
MEAN 2.70 1.91* ** ** ** ** ** ** ** ** ** **
AC-FT 165.84 3.79* ** ** ** ** ** ** ** ** ** **
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

Source: Wyoming Water Resources Data System, March 20, 200


Bee Line Ditch, West Fork New Fork River

Diversion Description: Diversion consists of two 30" diameter slide gates. A wooden plank diversion dam exists.1

Diversion Location:
Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 13, 34, 110

Conveyance Description: Open Channel Canal. Approximately 3/4 of a mile below the headgate, the canal splits into two branches: the east branch is approximately 12 miles long; the west branch is approximately 9 miles long.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
05-10-1897 1487 Irrigation 707.40 10.13 10.13
05-15-1899 425E Irrigation 596.00 8.50 18.63
11-11-1903 4871E Irrigation

18.63 482.19 AF Secondary Supply from New Fork Lake Reservoir (480R) (346.90 acres served)
11-21-1904 1303E Irrigation 80.00 1.14 19.77
06-11-1929 4843E Irrigation 268.78 3.81 23.58

Storage Rights: New Fork Lake 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 West Fork New Fork River at Duck Creek.2

Other Operational Information: The canal is typically turned on in late May and irrigation flows stop in late July. Stock flows continue until October.1

Sources:
1) Floyd Briggs, New Fork River Irrigation District, 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.

Bee Line Ditch, West Fork New Fork 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

23.88 1,420.88 27.57 1,695.35 0.83 50.80 1.37 81.76
1985 2.61 160.36 27.80 1,654.41 24.74 1,521.46 3.70 227.56 6.69 398.12
1986 1.78 109.63 42.50 2,529.14 32.27 1,984.30 6.26 384.67 6.20 369.12
1987 11.14 685.01 27.13 1,614.22 25.47 1,566.27 4.43 272.65 2.47 147.09
1988









1989









1990









1991









1992









1993

42.66 2,538.45 30.22 1,858.16



1994 11.95 734.78 29.36 1,747.04 10.67 656.07 10.10 621.01

1995









1996









1997









1998










Averages: 6.87 422.44 32.22 1,917.36 25.16 1,546.93 5.06 311.34 4.18 249.02
Data in italics from USGS gaging station 007128.00, 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:

1993: 6/3, 23.00 cfs; 6/4, 38.40 cfs; 6/16, 51.81 cfs; 7/29, 24.60 cfs.

1994: 5/13, 10.00 cfs; 6/13, 41.00 cfs; 7/2, 8.50 cfs; 7/22, 12.00 cfs; 9/7, 8.50 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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

BEE-LINE DITCH STATION NO. 007128.00
LATITUDE 42-54-35 LONGITUDE 109-58-42
SE1/4NW1/4 SECTION 13 TOWNSHIP 34 N, RANGE 110 W 6TH P.M.
ELEVATION 7258.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1984
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 2.28 49.80 1.10 0.54 1
2 ** ** ** ** ** ** ** ** 0.38 43.90 0.98 0.54 2
3 ** ** ** ** ** ** ** ** 0.38 40.30 0.88 0.58 3
4 ** ** ** ** ** ** ** ** 0.38 43.30 0.79 0.61 4
5 ** ** ** ** ** ** ** ** 0.38 45.20 0.58 0.74 5
6 ** ** ** ** ** ** ** ** 5.26 45.80 0.70 0.79 6
7 ** ** ** ** ** ** ** ** 18.60 45.20 0.88 0.79 7
8 ** ** ** ** ** ** ** ** 16.20 45.20 0.74 0.79 8
9 ** ** ** ** ** ** ** ** 15.60 44.60 0.61 0.79 9
10 ** ** ** ** ** ** ** ** 17.20 45.80 0.61 0.93 10
11 ** ** ** ** ** ** ** ** 19.00 43.30 0.61 0.88 11
12 ** ** ** ** ** ** ** ** 19.40 42.70 0.61 0.93 12
13 ** ** ** ** ** ** ** ** 21.30 47.10 0.61 0.88 13
14 ** ** ** ** ** ** ** ** 20.90 46.50 0.70 0.83 14
15 ** ** ** ** ** ** ** ** 20.10 42.70 0.74 0.58 15
16 ** ** ** ** ** ** ** ** 20.90 39.70 0.79 0.50 16
17 ** ** ** ** ** ** ** ** 22.90 36.80 0.83 0.50 17
18 ** ** ** ** ** ** ** ** 23.70 36.30 0.88 0.54 18
19 ** ** ** ** ** ** ** ** 23.70 37.40 0.88 0.58 19
20 ** ** ** ** ** ** ** ** 22.90 17.60 0.88 0.65 20
21 ** ** ** ** ** ** ** ** 28.60 2.99 0.88 0.70 21
22 ** ** ** ** ** ** ** ** 39.70 2.47 0.88 0.70 22
23 ** ** ** ** ** ** ** ** 42.70 2.28 0.93 0.70 23
24 ** ** ** ** ** ** ** ** 43.30 1.55 0.83 1.77 24
25 ** ** ** ** ** ** ** 1.10 44.60 0.74 0.98 1.55 25
26 ** ** ** ** ** ** ** 0.79 45.80 0.70 1.10 5.42 26
27 ** ** ** ** ** ** ** 0.74 45.80 0.88 1.15 2.67 27
28 ** ** ** ** ** ** ** 0.58 44.60 1.04 1.04 2.38 28
29 ** ** ** ** ** ** ** 0.58 43.30 0.98 0.93 4.36 29
30 ** ** ** **
** ** 3.22 46.50 0.98 0.88 7.00 30
31 **
** **
**
7.19
0.93 0.61
31
TOTAL ** ** ** ** ** ** ** 14.20* 716.36 854.74 25.61 41.22
MEAN ** ** ** ** ** ** ** 2.03* 23.88 27.57 0.83 1.37
AC-FT ** ** ** ** ** ** ** 28.17* 1420.88 1695.35 50.80 81.76
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

BEE-LINE DITCH STATION NO. 007128.00
LATITUDE 42-54-35 LONGITUDE 109-58-42
SE1/4NW1/4 SECTION 13 TOWNSHIP 34 N, RANGE 110 W 6TH P.M.
ELEVATION 7258.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1985
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 5.10 ** ** ** ** ** ** ** 28.05 26.26 4.01 3.52 1
2 4.95 ** ** ** ** ** ** ** 31.03 25.91 4.01 6.28 2
3 4.36 ** ** ** ** ** ** ** 29.89 22.56 4.26 6.28 3
4 3.96 ** ** ** ** ** ** ** 16.35 21.61 4.13 6.12 4
5 3.83 ** ** ** ** ** ** ** 15.29 21.93 4.13 6.12 5
6 3.83 ** ** ** ** ** ** ** 23.54 28.78 4.13 6.12 6
7 4.65 ** ** ** ** ** ** ** 27.32 32.20 4.13 6.12 7
8 4.51 ** ** ** ** ** ** ** 26.26 36.24 4.13 6.12 8
9 4.51 ** ** ** ** ** ** ** 26.61 35.41 3.88 6.28 9
10 4.51 ** ** ** ** ** ** ** 13.28 34.19 3.88 6.44 10
11 4.51 ** ** ** ** ** ** ** 4.39 37.94 3.88 6.44 11
12 4.51 ** ** ** ** ** ** ** 9.93 48.01 4.01 7.28 12
13 3.57 ** ** ** ** ** ** ** 29.15 43.27 4.01 7.11 13
14 4.36 ** ** ** ** ** ** ** 29.15 39.67 3.88 6.77 14
15 4.23 ** ** ** ** ** ** ** 29.15 37.94 3.88 6.61 15
16 4.80 ** ** ** ** ** ** ** 30.27 37.51 3.88 6.44 16
17 4.23 ** ** ** ** ** ** ** 29.52 40.56 3.88 6.28 17
18 4.65 ** ** ** ** ** ** ** 30.65 41.91 3.88 6.28 18
19 5.75 ** ** ** ** ** ** ** 31.81 38.80 3.88 7.28 19
20 5.75 ** ** ** ** ** ** ** 31.42 30.65 3.88 7.28 20
21 2.02 ** ** ** ** ** ** ** 30.65 22.89 3.76 6.94 21
22 2.10 ** ** ** ** ** ** 1.46 29.89 21.92 3.88 7.99 22
23 2.38 ** ** ** ** ** ** 2.86 30.65 9.33 3.88 7.81 23
24 1.93 ** ** ** ** ** ** 3.07 31.81 3.76 3.76 7.28 24
25 3.45 ** ** ** ** ** ** 3.07 37.51 3.64 3.64 7.11 25
26 5.58 ** ** ** ** ** ** 2.86 37.94 4.01 2.76 7.11 26
27 5.26 ** ** ** ** ** ** 2.10 41.00 4.01 2.76 7.11 27
28 ** ** ** ** ** ** ** 1.32 37.51 4.01 2.76 7.28 28
29 ** ** ** **
** ** 14.77 34.19 4.01 2.66 7.46 29
30 ** ** ** **
** ** 21.29 29.89 4.01 2.56 7.46 30
31 **
** **
**
28.05
4.13 2.56
31
TOTAL 113.29* ** ** ** ** ** ** 80.85* 834.10 767.01 114.73 200.72
MEAN 4.20* ** ** ** ** ** ** 8.09* 27.80 24.74 3.70 6.69
AC-FT 224.71* ** ** ** ** ** ** 160.36* 1654.41 1521.46 227.56 398.12
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

BEE-LINE DITCH STATION NO. 007128.00
LATITUDE 42-54-35 LONGITUDE 109-58-42
SE1/4NW1/4 SECTION 13 TOWNSHIP 34 N, RANGE 110 W 6TH P.M.
ELEVATION 7258.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1986
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 7.28 4.79 ** ** ** ** ** ** 18.60 45.37 5.42 6.33 1
2 7.11 4.79 ** ** ** ** ** ** 23.71 51.47 5.42 6.33 2
3 6.94 4.79 ** ** ** ** ** ** 36.78 51.47 5.42 6.33 3
4 6.77 4.79 ** ** ** ** ** ** 38.42 50.99 5.42 6.33 4
5 6.77 ** ** ** ** ** ** ** 43.13 52.45 5.27 6.17 5
6 6.77 ** ** ** ** ** ** ** 44.46 50.50 5.42 6.17 6
7 6.77 ** ** ** ** ** ** ** 45.37 51.47 5.42 6.17 7
8 6.94 ** ** ** ** ** ** ** 48.60 51.47 5.42 6.17 8
9 6.77 ** ** ** ** ** ** ** 46.74 50.99 5.42 6.17 9
10 6.77 ** ** ** ** ** ** ** 43.13 48.60 5.42 6.17 10
11 6.61 ** ** ** ** ** ** ** 38.83 46.28 5.42 6.17 11
12 6.77 ** ** ** ** ** ** ** 43.13 42.25 5.42 6.17 12
13 6.77 ** ** ** ** ** ** ** 45.82 40.95 5.42 6.01 13
14 6.44 ** ** ** ** ** ** ** 45.37 40.95 5.42 6.01 14
15 6.44 ** ** ** ** ** ** ** 45.37 46.74 5.42 6.01 15
16 6.44 ** ** ** ** ** ** ** 43.57 50.50 5.56 6.01 16
17 6.28 ** ** ** ** ** ** ** 42.25 46.28 6.33 6.01 17
18 6.28 ** ** ** ** ** ** ** 43.13 36.37 7.31 5.86 18
19 6.12 ** ** ** ** ** ** ** 43.57 31.71 7.49 5.71 19
20 6.12 ** ** ** ** ** ** ** 40.52 26.35 7.31 5.71 20
21 6.12 ** ** ** ** ** ** ** 44.46 23.71 7.49 5.71 21
22 6.12 ** ** ** ** ** ** ** 50.03 10.32 7.49 5.71 22
23 6.28 ** ** ** ** ** ** ** 49.55 5.86 7.49 5.56 23
24 6.28 ** ** ** ** ** ** ** 47.67 5.71 7.31 5.71 24
25 6.28 ** ** ** ** ** ** ** 46.28 6.01 7.14 5.56 25
26 6.28 ** ** ** ** ** ** ** 46.28 6.33 7.14 5.56 26
27 6.12 ** ** ** ** ** ** 2.61 43.57 6.33 7.14 5.56 27
28 6.12 ** ** ** ** ** ** 7.66 43.13 6.01 6.98 5.42 28
29 6.12 ** ** **
** ** 13.42 42.69 5.71 6.98 8.56 29
30 5.97 ** ** **
** ** 14.63 40.95 5.71 6.98 10.74 30
31 5.36
** **
**
16.95
5.56 6.65
31
TOTAL 200.21 19.16* ** ** ** ** ** 55.27* 1275.11 1000.42 193.94 186.10
MEAN 6.46 4.79* ** ** ** ** ** 11.05* 42.50 32.27 6.26 6.20
AC-FT 397.11 38.00* ** ** ** ** ** 109.63* 2529.14 1984.30 384.67 369.12
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

BEE-LINE DITCH STATION NO. 007128.00
LATITUDE 42-54-35 LONGITUDE 109-58-42
SE1/4NW1/4 SECTION 13 TOWNSHIP 34 N, RANGE 110 W 6TH P.M.
ELEVATION 7258.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1987
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 9.92 7.31 0.00 ** ** ** ** ** 18.16 33.09 4.26 4.00 1
2 10.32 6.81 0.00 ** ** ** ** ** 15.59 33.09 4.13 3.76 2
3 10.95 6.98 0.00 ** ** ** ** ** 15.35 33.09 4.13 3.76 3
4 10.32 6.98 0.00 ** ** ** ** ** 16.09 31.33 4.13 3.88 4
5 9.92 6.49 0.00 ** ** ** ** ** 16.34 28.61 4.13 3.88 5
6 9.72 6.33 ** ** ** ** ** ** 16.34 27.63 4.00 3.17 6
7 9.72 5.86 ** ** ** ** ** ** 19.51 26.66 4.00 2.73 7
8 10.95 4.58 ** ** ** ** ** ** 25.39 28.28 4.00 2.52 8
9 11.60 3.13 ** ** ** ** ** ** 23.24 32.03 4.33 2.42 9
10 11.60 1.97 ** ** ** ** ** ** 35.63 47.99 4.80 2.33 10
11 12.04 1.22 ** ** ** ** ** ** 28.61 50.15 4.80 2.33 11
12 11.82 1.50 ** ** ** ** ** 3.63 27.63 41.78 4.73 2.23 12
13 11.82 0.76 ** ** ** ** ** 3.88 29.96 37.88 4.73 2.23 13
14 11.82 0.81 ** ** ** ** ** 4.00 28.61 37.12 4.80 2.23 14
15 11.82 0.81 ** ** ** ** ** 3.88 30.64 34.89 5.23 2.23 15
16 11.60 0.86 ** ** ** ** ** 4.13 34.89 33.81 5.01 2.23 16
17 11.60 0.71 ** ** ** ** ** 4.39 29.96 37.88 4.80 2.23 17
18 11.82 0.37 ** ** ** ** ** 9.64 26.34 39.81 4.73 2.23 18
19 9.52 0.18 ** ** ** ** ** 16.60 26.02 35.63 4.66 2.23 19
20 7.49 0.14 ** ** ** ** ** 21.77 27.95 33.09 4.53 2.23 20
21 7.49 0.00 ** ** ** ** ** 26.98 30.30 32.03 4.53 2.13 21
22 7.49 0.00 ** ** ** ** ** 27.63 32.03 17.11 4.39 2.04 22
23 7.31 0.00 ** ** ** ** ** 26.34 33.81 3.76 4.39 2.05 23
24 7.31 0.00 ** ** ** ** ** 23.85 33.81 3.88 4.39 1.95 24
25 7.14 0.00 ** ** ** ** ** 23.85 33.09 4.13 4.53 1.95 25
26 7.14 0.00 ** ** ** ** ** 25.08 33.45 4.13 4.39 1.91 26
27 6.98 0.00 ** ** ** ** ** 26.66 32.03 4.13 4.39 1.86 27
28 6.98 0.00 ** ** ** ** ** 27.95 30.30 4.13 4.26 1.86 28
29 6.98 0.00 ** **
** ** 23.55 30.64 4.13 4.13 1.78 29
30 7.31 0.00 ** **
** ** 21.77 32.38 4.13 4.13 1.78 30
31 7.31
** **
**
19.78
4.26 4.00
31
TOTAL 295.81 63.800.00* ** ** ** ** 345.36* 814.09 789.66 137.46 74.16
MEAN 9.54 2.130.00* ** ** ** ** 17.27* 27.14 25.47 4.43 2.47
AC-FT 586.73 126.55 0.00* ** ** ** ** 685.01* 1614.72 1566.27 272.65 147.09
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

BEE-LINE DITCH STATION NO. 007128.00
LATITUDE 42-54-35 LONGITUDE 109-58-42
SE1/4NW1/4 SECTION 13 TOWNSHIP 34 N, RANGE 110 W 6TH P.M.
ELEVATION 7258.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1988
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 1.78 ** ** ** ** ** ** ** ** ** ** ** 1
2 3.05 ** ** ** ** ** ** ** ** ** ** ** 2
3 6.60 ** ** ** ** ** ** ** ** ** ** ** 3
4 6.44 ** ** ** ** ** ** ** ** ** ** ** 4
5 6.93 ** ** ** ** ** ** ** ** ** ** ** 5
6 6.77 ** ** ** ** ** ** ** ** ** ** ** 6
7 7.27 ** ** ** ** ** ** ** ** ** ** ** 7
8 8.14 ** ** ** ** ** ** ** ** ** ** ** 8
9 8.32 ** ** ** ** ** ** ** ** ** ** ** 9
10 8.50 ** ** ** ** ** ** ** ** ** ** ** 10
11 8.50 ** ** ** ** ** ** ** ** ** ** ** 11
12 8.50 ** ** ** ** ** ** ** ** ** ** ** 12
13 8.54 ** ** ** ** ** ** ** ** ** ** ** 13
14 8.72 ** ** ** ** ** ** ** ** ** ** ** 14
15 8.72 ** ** ** ** ** ** ** ** ** ** ** 15
16 8.69 ** ** ** ** ** ** ** ** ** ** ** 16
17 8.54 ** ** ** ** ** ** ** ** ** ** ** 17
18 8.54 ** ** ** ** ** ** ** ** ** ** ** 18
19 8.54 ** ** ** ** ** ** ** ** ** ** ** 19
20 8.87 ** ** ** ** ** ** ** ** ** ** ** 20
21 8.69 ** ** ** ** ** ** ** ** ** ** ** 21
22 8.69 ** ** ** ** ** ** ** ** ** ** ** 22
23 8.50 ** ** ** ** ** ** ** ** ** ** ** 23
24 8.73 ** ** ** ** ** ** ** ** ** ** ** 24
25 8.69 ** ** ** ** ** ** ** ** ** ** ** 25
26 8.50 ** ** ** ** ** ** ** ** ** ** ** 26
27 8.50 ** ** ** ** ** ** ** ** ** ** ** 27
28 8.37 ** ** ** ** ** ** ** ** ** ** ** 28
29 8.50 ** ** ** ** ** ** ** ** ** ** ** 29
30 8.69 ** ** **
** ** ** ** ** ** ** 30
31 8.50
** **
**
**
** **
31
TOTAL 244.32 ** ** ** ** ** ** ** ** ** ** **
MEAN 7.88 ** ** ** ** ** ** ** ** ** ** **
AC-FT 484.60 ** ** ** ** ** ** ** ** ** ** **
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

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


Bertram Ditch, New Fork River

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

Diversion Location:
Source: New Fork River, Trib. Green River
Section, Township, Range: 16, 31, 109

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

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
09-09-1901 3406 Irrigation 226.00 3.22 3.22
05-19-1908 1890E Irrigation 725.00 10.35 13.57
03-06-1925 4444E Irrigation 86.00 1.22 14.79
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 New Fork River near Big Piney.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.

Bertram Ditch, New Fork River, Diversion Data

No Diversion Data Available.


Boulder Canal, Boulder Creek

Diversion Description: Diversion consists of a single 72" steel radial gate. A rock diversion dam exists.1

Diversion Location:
Source: Boulder Creek, Trib. West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 23, 33, 108

Conveyance Description: Open Channel Canal, approximately 14 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
10-18-1899 2322 Irrigation 630.00 9.00 9.00 Permitted Name: Burkhalter
03-08-1901 633E Irrigation 285.00 4.07 13.07 Permitted Name: Enl. Burkhalter
08-01-1902 889E Domestic, Irrigation 3,087.50 44.05 57.12 Permitted Name: Boulder Canal (Enl. Oliver)
08-25-1902 906E Irrigation 260.00 3.71 60.83 Permitted Name: Enl. Burkhalter
05-11-1903 1042E Irrigation 320.00 4.56 65.39 Permitted Name: Enl. Burkhalter
06-04-1903 1099E Irrigation 729.00 10.41 75.80 Permitted Name: Enl. Burkhalter & Thompson
12-18-1906 1646E Domestic, Irrigation 746.00 10.64 86.44 Permitted Name: Boulder (Enl. Burkhalter)
10-14-1919 4030E Domestic, Irrigation, Stock 3,693.47 52.66 139.10 Permitted Name: Enl. Boulder Canal (Oliver & Burkhalter)
03-11-1948 5454E Irrigation 99.00 1.41 140.51 Permitted Name: Enl. Boulder Canal
03-01-1984 6749E Irrigation 37.00 0.53 141.04 Permitted Name: Lozier Enl. Boulder Canal
03-01-1984 6750E Irrigation 59.00 0.84 141.88 Permitted Name: Johnston Enl. Boulder Canal
04-04-1985 6780E Irrigation 26.60 0.39 142.27 Permitted Name: Steele Enl. Boulder Canal. Supplementary Supply for 63.90 acres with Original Supply from East Fork New Fork River

Storage Rights: None.

Estimated Canal Losses: Typical (10%) losses are experienced in the first 6 miles of the canal; higher than typical losses (20-25%) are experienced in the remainder of the canal.1

Irrigation Practices: Information not available at time of report.

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

Return Flows: Approximately 85% of the return flows are delivered to West Fork New Fork River near Ward Ball, and approximately 15% are delivered to East Fork River near New Fork Wyoming.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.

Boulder Canal, 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

323.50 19,249.59





1985









1986









1987









1988









1989









1990









1991









1992









1993









1994









1995









1996









1997









1998










Averages:

323.50 19,249.59





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: 6/9, 360 cfs; 8/11, 22 cfs; 8/27, 120 cfs.

1982: 6/7, 380 cfs; 6/17, 360 cfs; 7/22, off.

1983: 5/10, 65 cfs (est); 5/18, off; 5/26, 80 cfs; 6/13, 384 cfs.

1984: 5/17, 100 cfs; 6/19, 366 cfs; 7/3, 372 cfs.

1991: 6/24, 344.26 cfs.

1992: 6/10, 251.00 cfs; 6/24, 100.00 cfs.

1993: 7/6, 350.00 cfs.

1994: 7/5, 350.00 cfs.

1996: 6/15, 348 cfs; 8/1, 76.8 cfs.

1997: 5/19, 160.6 cfs; 6120, 305 cfs; 7/29, 112.7 cfs.

1998: 8/4, 99.42 cfs; 9/30, 68.7 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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


Colorado Ditch, Pine Creek

Diversion Description: Diversion consists of a 5' wide slide gate mounted on a concrete structure. A rock diversion dam exists.1

Diversion Location:
Source: Pine Creek, Trib. West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 28-34-109

Conveyance Description: Open Channel Canal, approximately 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
05-06-1898 1817 Irrigation 723.98 10.34 10.34
02-09-1899 402E Irrigation 287.00 4.06 14.40
11-08-1906 1631E Irrigation 241.55 3.44 17.84
08-10-1934 4954E Domestic, Irrigation, Stock

17.84 3,370.23 AF Secondary Supply from Fremont Lake Reservoir (4453R and 4465R) (878.55 acres served)
06-26-1945 5406E Irrigation, Stock 72.90 1.04 18.88
05-07-1984 6859E Res. Supply

18.88 Supply Ditch for Golf Course Pond Nos. 1-4

Storage Rights: Fremont Lake Reservoir.

Estimated Canal Losses: No significant losses are experienced. In fact, minor gains are experienced from seepage of other ditches.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 West Fork New Fork River near Sill Ditch.2

Other Operational Information: The canal is typically turned on the first of May and off the first of September.1

Sources:
1) Bill Sours, Colorado Ditch Company, Interview, May 4, 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.

Colorado Ditch, Pine 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)
1974 21.11 1,298.20 54.85 3,263.80 42.38 2,606.08 0.00 0.00 4.75 282.64
1975

37.65 2,240.13 54.72 3,364.76

3.41 202.91
1976

25.54 1,519.93 29.35 1,804.76 6.55 402.64 9.71 578.00
1978

42.41 2,523.57 32.48 1,997.35



1980 2.75 169.09 26.75 1,591.74 18.79 1,155.35 0.00 0.00

1981 3.52 216.44 25.78 1,534.02 20.63 1,268.49



1982

33.07 1,967.80 46.24 2,843.19 0.06 3.69 1.50 89.26
1983

28.43 1,691.70 30.32 1,864.30



1984

27.38 1,629.22 38.55 2,370.35 8.85 544.17

1985









1986









1987 15.95 980.73 37.64 2,239.74 29.61 1,820.65



1988



13.51 830.68



1989 7.12 437.79 19.93 1,185.92 19.32 1,187.94



1990

2.69 160.07





1991

20.36 1,211.25





1992 32.49 1,997.73 34.03 2,024.93 23.64 1,453.57 20.16 1,239.59 6.39 380.23
1993

45.01 2,678.28 30.48 1,874.14 6.20 381.22 5.79 344.53
1994 26.08 1,603.60 42.44 2,525.36 31.88 1,960.22 9.07 557.69 5.85 348.10
1995 19.71 1,211.92 33.16 1,973.16 34.78 2,138.54 8.87 545.40 10.94 650.98
1996 8.77 539.25 28.47 1,694.08 20.57 1,264.80



1997









1998





2.19 134.76


Averages: 15.28 939.42 31.42 1,869.71 30.43 1,870.89 6.20 380.92 6.04 359.58
Data in italics from USGS gaging station 006040.00, 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: 5/14, 6 cfs; 5/24, 5 cfs; 5/28, 3 cfs; 6/4, 5 cfs; 6/9, 10 cfs; 6/13, 30 cfs; 6/17, 32 cfs; 6/24, 40 cfs; 6/27, 40 cfs; 7/7, 58 cfs; 7/10, 40 cfs; 7/16, 7/17, 8/1 1, off.

1981: 5/13, 2 cfs (est); 5/27, 6 cfs; 6/9, 30 cfs; 6/15, 21 cfs; 7/6, 38 cfs; 7/15, 32 cfs; 7/24, 7/30, off; 8/7, 2 cfs (est).

1982: 5/24, off; 6/9, 20 cfs; 6/18, 40 cfs; 6/24, 45 cfs; 7/7, 62 cfs; 7/19, 55 cfs; 8/2, 9/6, off; 9/21, 6 cfs (est).

1983: 6/3, off; 6/22, 44 cfs; 6/27, 50 cfs; 7/11, 50 cfs; 7/19, 32 cfs; 7/26, off.

1984: 5/22, 4 cfs; 5/30, 2 cfs; 6/9, 17 cfs; 6/18, 31 cfs; 7/2, 50 cfs; 7/10, 45 cfs; 7/16, 30 cfs; 7/26, 38 cfs; 8/20, off.

1986: 6/18, 22.5 cfs; 6/26, 39 cfs; 7/9, 22.5 cfs.

1987: 5/6, 16.3 cfs; 5/7, 9.6 cfs; 6/2, 29.7 cfs; 6/23, 42.9 cfs; 7/13, 39.3 cfs; 7/15, 35.7 cfs; 8/3, 3.0 cfs.

1988: 6/1, 46.3 cfs; 7/14, 35.1 cfs; 7/26, 21.8 cfs; 8/1, 4 cfs; 8/5, 4 cfs.

1989: 5/4, 4 cfs; 5/17, 3 cfs; 5/26, 15 cfs; 6/8, 18 cfs; 6/26, 21 cfs; 7/3, 33 cfs; 8/2, 3 cfs.

1990: 5/21, 10.5 cfs; 6/13, 1.9 cfs (est); 7/12, 1.3 cfs (est).

1991: 6/10, 23.40 cfs; 7/2, 35.30 cfs.

1992: 4/15, 12.00 cfs; 5/6, 18.00 cfs; 5/26, 50.30 cfs; 5/27, 38.00 cfs; 6/3, 40.00 cfs; 6/16, 35.00 cfs; 6/24, 30.00 cfs; 7/17, 15.00 cfs; 7/18, 25.00 cfs; 7/20, 30.00 cfs; 8/31, 15.00 cfs; 9/4, 10.00 cfs; 9/28, 3.00 cfs.

1993: 5/17, 39.30 cfs; 5/22, 45.00 cfs; 5/28, 48.60 cfs; 6/2, 45.00 cfs; 7/5, 45.00 cfs; 7/7, 44.00 cfs; 8/4, 6.00 cfs; 8/8, 6.00 cfs; 8/10, 6.00 cfs; 8/16, 6.00 cfs; 8/20, 6.00 cfs; 8/23, 6.00 cfs; 9/20, 6.00 cfs; 9/23, 6.00 cfs; 9/25, 6.00 cfs; 9/29, 4.50 cfs; 10/2, 4.00 cfs.

1994: 5/2, off; 5/26, 45.30 cfs; 6/14, 38.00 cfs; 6/16, 40.00 cfs; 6/24, 48.80 cfs; 7/6, 35.00 cfs; 7/20, 38.00 cfs; 8/1, 10.00 cfs; 8/11, 9.00 cfs; 8/22, 9.00 cfs; 9/8, 8.00 cfs; 9/20, 10.00 cfs; 9/21, 10.00 cfs.

1995: 4/3, 4/30, off; 5/1, 12.5 cfs; 5/7, 18.8 cfs; 5/13, 20.0 cfs; 5/25, 21.5 cfs; 6/3, 22.0 cfs; 6/9, 33.0 cfs; 6/24, 37.8 cfs; 7/1, 35 cfs (est); 7/31, 35.0 cfs; 8/2, 8.0 cfs; 8/24, 7.5 cfs; 9/5, 18.7 cfs; 9/22, 12.0 cfs (est).

1996: 5/10, 2.0 cfs (est); 5/14, 8.5 cfs (est); 6/25, 33.9 cfs; 7/8, 42 cfs (est); 7/25, off; 8/13, 1.5 cfs (est).

1997: 7/8, 28.2 cfs.

1998: 6/1, 33.05 cfs; 7/29, 2.5 cfs; 9/3, 1.9 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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

COLORADO DITCH NEAR PINEDALE BY COUNTY ROAD STATION NO. 006040.00
LATITUDE 42-53-17 LONGITUDE 109-52-11
NW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M.
ELEVATION 7220.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P)

MEAN DAILY FLOW IN CFS BY WATER YEAR
1974
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 54.00 57.00 0.00 0.00 1
2 ** ** ** ** ** ** ** ** 54.00 56.80 0.00 0.00 2
3 ** ** ** ** ** ** ** ** 53.00 57.00 0.00 0.00 3
4 ** ** ** ** ** ** ** ** 53.00 57.00 0.00 0.00 4
5 ** ** ** ** ** ** ** ** 53.00 58.00 0.00 0.00 5
6 ** ** ** ** ** ** ** ** 53.00 59.00 0.00 0.00 6
7 ** ** ** ** ** ** ** 7.00 53.00 60.00 0.00 0.00 7
8 ** ** ** ** ** ** ** 7.00 52.50 63.00 0.00 0.00 8
9 ** ** ** ** ** ** ** 7.00 52.00 63.00 0.00 0.00 9
10 ** ** ** ** ** ** ** 7.00 52.00 63.00 0.00 0.00 10
11 ** ** ** ** ** ** ** 8.00 53.00 62.00 0.00 0.00 11
12 ** ** ** ** ** ** ** 9.00 53.00 60.00 0.00 0.00 12
13 ** ** ** ** ** ** ** 10.00 53.00 58.00 0.00 0.00 13
14 ** ** ** ** ** ** ** 10.00 54.00 56.00 0.00 0.00 14
15 ** ** ** ** ** ** ** 10.01 54.00 54.00 0.00 0.00 15
16 ** ** ** ** ** ** ** 14.00 55.00 52.00 0.00 0.00 16
17 ** ** ** ** ** ** ** 18.00 55.00 50.10 0.00 0.00 17
18 ** ** ** ** ** ** ** 20.00 56.00 48.00 0.00 0.00 18
19 ** ** ** ** ** ** ** 24.00 56.00 46.00 0.00 17.50 19
20 ** ** ** ** ** ** ** 28.00 57.00 44.00 0.00 16.00 20
21 ** ** ** ** ** ** ** 32.00 57.00 42.00 0.00 16.00 21
22 ** ** ** ** ** ** ** 36.80 57.00 40.00 0.00 15.00 22
23 ** ** ** ** ** ** ** 38.30 57.00 38.00 0.00 14.00 23
24 ** ** ** ** ** ** ** 39.80 57.00 36.00 0.00 13.00 24
25 ** ** ** ** ** ** ** 41.30 57.00 34.00 0.00 12.00 25
26 ** ** ** ** ** ** ** 42.80 57.00 0.00 0.00 11.00 26
27 ** ** ** ** ** ** ** 44.30 57.00 0.00 0.00 7.00 27
28 ** ** ** ** ** ** ** 45.80 57.00 0.00 0.00 7.00 28
29 ** ** ** **
** ** 48.50 57.00 0.00 0.00 7.00 29
30 ** ** ** **
** ** 51.90 57.00 0.00 0.00 7.00 30
31 **
** **
**
54.00
0.00 0.00
31
TOTAL ** ** ** ** ** ** ** 654.41* 1645.50 1313.90 0.00 142.50
MEAN ** ** ** ** ** ** ** 26.18* 54.85 42.38 0.00 4.75
AC-FT ** ** ** ** ** ** ** 1298.20* 3263.80 2606.08 0.00 282.64
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

COLORADO DITCH NEAR PINEDALE BY COUNTY ROAD STATION NO. 006040.00
LATITUDE 42-53-17 LONGITUDE 109-52-11
NW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M.
ELEVATION 7220.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500
SUBLETTE COUNTY 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 7.00 ** ** ** ** ** ** ** 12.00 50.90 48.00 ** 1
2 7.00 ** ** ** ** ** ** ** 13.00 53.00 47.00 ** 2
3 7.00 ** ** ** ** ** ** ** 14.00 54.00 47.00 ** 3
4 7.00 ** ** ** ** ** ** ** 15.00 55.00 ** ** 4
5 7.00 ** ** ** ** ** ** ** 20.00 56.00 ** ** 5
6 9.00 ** ** ** ** ** ** ** 25.00 57.00 ** ** 6
7 9.00 ** ** ** ** ** ** ** 30.00 58.00 ** ** 7
8 9.00 ** ** ** ** ** ** ** 35.00 59.70 ** ** 8
9 9.00 ** ** ** ** ** ** ** 37.30 60.00 ** ** 9
10 9.00 ** ** ** ** ** ** ** 38.00 59.00 ** 2.30 10
11 9.00 ** ** ** ** ** ** ** 39.00 59.00 ** 3.00 11
12 8.00 ** ** ** ** ** ** ** 40.00 59.00 ** 3.00 12
13 8.00 ** ** ** ** ** ** ** 41.00 58.00 ** 3.00 13
14 7.00 ** ** ** ** ** ** ** 42.00 58.00 ** 3.00 14
15 ** ** ** ** ** ** ** ** 42.00 58.00 ** 3.00 15
16 ** ** ** ** ** ** ** ** 42.90 57.00 ** 3.00 16
17 ** ** ** ** ** ** ** ** 43.00 57.00 ** 3.00 17
18 ** ** ** ** ** ** ** ** 43.00 57.00 ** 3.00 18
19 ** ** ** ** ** ** ** ** 43.00 56.00 ** 3.00 19
20 ** ** ** ** ** ** ** ** 43.00 55.00 ** 3.00 20
21 ** ** ** ** ** ** ** ** 44.00 54.00 ** 7.00 21
22 ** ** ** ** ** ** ** ** 44.00 53.00 ** 7.00 22
23 ** ** ** ** ** ** ** ** 44.00 52.50 ** 7.00 23
24 ** ** ** ** ** ** ** ** 44.50 52.00 ** 7.00 24
25 ** ** ** ** ** ** ** ** 46.00 51.00 ** 7.00 25
26 ** ** ** ** ** ** ** ** 48.00 51.00 ** 7.00 26
27 ** ** ** ** ** ** ** ** 50.00 50.00 ** 7.00 27
28 ** ** ** ** ** ** ** ** 50.10 50.00 ** 7.00 28
29 ** ** ** **
** ** ** 50.10 49.30 ** 7.00 29
30 ** ** ** **
** ** ** 50.50 49.00 ** 7.00 30
31 **
** **
**
11.35
48.00 **
31
TOTAL 112.00* ** ** ** ** ** ** 11.35* 1129.40 1696.40 142.00* 102.30*
MEAN 8.00* ** ** ** ** ** ** 11.35* 37.65 54.72 47.33* 4.87*
AC-FT 221.15* ** ** ** ** ** ** 22.51* 2240.13 3364.76 281.65* 202.91*
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

COLORADO DITCH NEAR PINEDALE BY COUNTY ROAD STATION NO. 006040.00
LATITUDE 42-53-17 LONGITUDE 109-52-11
NW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M.
ELEVATION 7220.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500
SUBLETTE COUNTY 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 ** ** ** ** ** ** ** ** 18.30 30.00 5.00 5.00 1
2 3.50 ** ** ** ** ** ** ** 19.00 30.00 4.75 5.28 2
3 27.30 ** ** ** ** ** ** ** 21.00 30.00 5.00 5.00 3
4 27.00 ** ** ** ** ** ** ** 24.00 30.00 5.00 5.00 4
5 27.00 ** ** ** ** ** ** ** 27.00 31.00 6.00 5.00 5
6 27.00 ** ** ** ** ** ** ** 30.00 31.00 6.00 5.00 6
7 27.00 ** ** ** ** ** ** ** 33.00 31.00 7.00 5.04 7
8 26.00 ** ** ** ** ** ** ** 36.00 32.00 8.00 5.00 8
9 26.00 ** ** ** ** ** ** ** 39.80 32.00 9.00 5.00 9
10 26.00 ** ** ** ** ** ** ** 41.00 33.00 9.50 5.00 10
11 25.00 ** ** ** ** ** ** ** 41.00 34.00 10.00 12.00 11
12 25.00 ** ** ** ** ** ** ** 41.00 35.00 10.00 12.00 12
13 25.00 ** ** ** ** ** ** ** 36.00 36.50 9.00 12.60 13
14 24.00 ** ** ** ** ** ** ** 32.00 36.00 9.00 12.00 14
15 24.00 ** ** ** ** ** ** ** 32.50 35.00 8.00 12.00 15
16 24.00 ** ** ** ** ** ** ** 32.00 35.00 8.00 12.00 16
17 23.00 ** ** ** ** ** ** 8.95 34.00 34.00 7.00 12.00 17
18 23.00 ** ** ** ** ** ** 9.00 34.00 33.00 6.00 12.00 18
19 23.00 ** ** ** ** ** ** 9.00 ** 32.50 5.00 12.00 19
20 22.00 ** ** ** ** ** ** 9.00 ** 32.00 4.75 12.00 20
21 22.00 ** ** ** ** ** ** 9.00 ** 32.00 5.00 12.00 21
22 22.00 ** ** ** ** ** ** 9.00 ** 32.00 5.00 12.00 22
23 21.00 ** ** ** ** ** ** 9.00 24.90 31.00 5.00 12.19 23
24 21.00 ** ** ** ** ** ** 9.00 24.00 31.10 5.00 12.00 24
25 21.00 ** ** ** ** ** ** 9.00 24.00 30.00 6.00 12.00 25
26 20.00 ** ** ** ** ** ** 8.95 23.70 29.00 6.00 12.00 26
27 20.10 ** ** ** ** ** ** 9.00 23.00 28.00 6.00 12.00 27
28 19.00 ** ** ** ** ** ** 12.00 23.00 27.00 6.00 12.00 28
29 18.00 ** ** **
** ** 15.00 23.10 6.00 6.00 12.30 29
30 ** ** ** **
** ** 18.00 29.00 5.80 6.00 12.00 30
31 **
** **
**
18.00
5.00 5.00
31
TOTAL 638.90* ** ** ** ** ** ** 161.90* 766.30* 909.90 203.00 291.41
MEAN 22.82* ** ** ** ** ** ** 10.79* 29.47* 29.35 6.55 9.71
AC-FT 1267.24* ** ** ** ** ** ** 321.12* 1519.93* 1804.76 402.64 578.00
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

COLORADO DITCH NEAR PINEDALE BY COUNTY ROAD STATION NO. 006040.00
LATITUDE 42-53-17 LONGITUDE 109-52-11
NW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M.
ELEVATION 7220.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P)

MEAN DAILY FLOW IN CFS BY WATER YEAR
1978
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 12.00 50.90 48.00 ** 1
2 ** ** ** ** ** ** ** ** 33.00 56.00 ** ** 2
3 ** ** ** ** ** ** ** ** 33.00 55.00 ** ** 3
4 ** ** ** ** ** ** ** ** 33.00 54.00 ** ** 4
5 ** ** ** ** ** ** ** ** 33.30 53.00 ** ** 5
6 ** ** ** ** ** ** ** ** 33.00 52.00 ** ** 6
7 ** ** ** ** ** ** ** ** 34.00 50.00 ** ** 7
8 ** ** ** ** ** ** ** ** 35.00 48.00 ** ** 8
9 ** ** ** ** ** ** ** ** 38.00 46.00 ** ** 9
10 ** ** ** ** ** ** ** ** 40.00 44.00 ** ** 10
11 ** ** ** ** ** ** ** ** 42.00 40.00 ** ** 11
12 ** ** ** ** ** ** ** ** 44.00 32.00 ** ** 12
13 ** ** ** ** ** ** ** ** 46.00 28.00 ** ** 13
14 ** ** ** ** ** ** ** ** 46.00 28.00 ** ** 14
15 ** ** ** ** ** ** ** ** 46.00 28.00 ** ** 15
16 ** ** ** ** ** ** ** ** 46.00 49.00 ** ** 16
17 ** ** ** ** ** ** ** ** 46.00 49.00 ** ** 17
18 ** ** ** ** ** ** ** ** 46.00 49.00 ** ** 18
19 ** ** ** ** ** ** ** ** 46.00 49.00 ** ** 19
20 ** ** ** ** ** ** ** 6.00 47.00 48.00 ** 19.00 20
21 ** ** ** ** ** ** ** 6.00 47.00 46.00 ** 18.00 21
22 ** ** ** ** ** ** ** 6.00 47.00 44.00 ** 18.00 22
23 ** ** ** ** ** ** ** 6.00 48.00 2.00 ** 17.00 23
24 ** ** ** ** ** ** ** 6.00 48.00 2.00 ** 17.00 24
25 ** ** ** ** ** ** ** 6.00 49.00 ** ** 17.00 25
26 ** ** ** ** ** ** ** 6.00 50.00 ** ** 16.00 26
27 ** ** ** ** ** ** ** 6.00 51.00 ** ** 16.00 27
28 ** ** ** ** ** ** ** 6.00 52.00 ** ** 16.00 28
29 ** ** ** **
** ** 6.00 53.00 ** ** 15.00 29
30 ** ** ** **
** ** 6.00 54.00 ** ** 14.00 30
31 **
** **
**
6.00
** **
31
TOTAL ** ** ** ** ** ** ** 72.00* 1272.30 1007.00* ** 183.00*
MEAN ** ** ** ** ** ** ** 6.00* 42.41 41.96* ** 16.64*
AC-FT *** ** ** ** ** ** ** 142.81* 2523.57 1997.35* ** 362.98*

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


Converse Ditch, West Fork New Fork River

Diversion Description: Diversion consists of two 8' wide concrete and plank drop gates.1

Diversion Location:
Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 3, 34, 110

Conveyance Description: Open Channel Canal, approximately 11 miles long1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
08-09-1898 1928 Irrigation 622.00 8.88 8.88 POD/MOC change from a portion of Belknap & Noble Ditch.
11-05-1900 2898 Irrigation 320.00 4.57 13.45 POD/MOC change from a portion of Belknap & Noble Ditch.
10-31-1901 3519 Irrigation 720.00 10.26 23.71
11-11-1903 5855 Irrigation

23.71 2,532.58 AF Secondary Supply from New Fork Lake Reservoir (480R) (1,822.00 acres served)
04-26-1906 1545E Irrigation 80.00 1.14 24.85

Storage Rights: New Fork Lake Reservoir.

Estimated Canal Losses: Greater than typical losses (50%) are experienced.1

Irrigation Practices: Lands are flood irrigated.1

Crop Types / Consumptive Use: Approximately 100 acres alfalfa; remaining lands are native grass hay and pasture.1

Return Flows: Return flows are delivered to Duck Creek south of Cora.2

Other Operational Information: The canal is typically turned on in late May and irrigation flows stop in late July. Stock flows continue until October.1

Sources:
1) Floyd Briggs, New Fork River Irrigation District, 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.

Converse Ditch, West Fork New Fork 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

43.99 2,617.79 32.26 1,983.47 0.03 1.86 0.54 32.39
1985 17.53 1,077.90 37.34 2,221.59 18.31 1,125.86 1.79 110.24 9.03 537.32
1986

55.54 3,304.88 44.89 2,760.28 0.00 0.00 4.20 250.06
1987 24.09 1,480.98 32.79 1,951.18 21.36 1,313.49 0.00 0.00 6.39 380.15
1988









1989









1990









1991









1992









1993









1994 17.20 1,057.59 27.18 1,617.32 6.87 422.19



1995

38.82 2,309.95 50.96 3,133.41



1996









1997









1998










Averages: 19.61 1,205.49 39.28 2,337.12 29.11 1,789.78 0.46 28.03 5.04 299.98
Data in italics from USGS gaging station 007122.00, 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:

1993: 6/3, 65.00 cfs.

1994: 5/13, 25.00 cfs; 6/13, 35.00 cfs; 7/2, 10.20 cfs; 7/22, 10.00 cfs; 9/7, 6.00 cfs.

1995: 6/7, 25.0 cfs (est); 6/21, 58 cfs (est); 7/18, 59.9 cfs; 8/9, off.

1998: 6/9, 46.2 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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

CONVERSE DITCH STATION NO. 0077122.00
LATITUDE 42-54-35 LONGITUDE 109-58-42
SE1/4SE1/4 SECTION 3 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7317.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1984
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 50.90 41.50 0.06 0.01 1
2 ** ** ** ** ** ** ** ** 52.00 41.20 0.06 0.01 2
3 ** ** ** ** ** ** ** ** 52.40 41.50 0.06 0.01 3
4 ** ** ** ** ** ** ** ** 43.30 49.80 0.06 0.01 4
5 ** ** ** ** ** ** ** ** 41.90 51.20 0.06 0.01 5
6 ** ** ** ** ** ** ** ** 50.50 46.90 0.04 0.01 6
7 ** ** ** ** ** ** ** ** 48.30 43.70 0.04 0.01 7
8 ** ** ** ** ** ** ** ** 45.80 41.90 0.04 0.01 8
9 ** ** ** ** ** ** ** ** 44.70 38.70 0.04 0.01 9
10 ** ** ** ** ** ** ** ** 46.50 37.70 0.04 0.01 10
11 ** ** ** ** ** ** ** ** 50.20 39.80 0.04 0.01 11
12 ** ** ** ** ** ** ** ** 44.70 38.70 0.04 0.01 12
13 ** ** ** ** ** ** ** ** 41.50 39.80 0.04 0.01 13
14 ** ** ** ** ** ** ** ** 38.70 37.70 0.04 0.01 14
15 ** ** ** ** ** ** ** ** 35.60 32.90 0.04 0.01 15
16 ** ** ** ** ** ** ** ** 45.80 32.90 0.02 0.01 16
17 ** ** ** ** ** ** ** ** 46.50 34.60 0.02 0.01 17
18 ** ** ** ** ** ** ** ** 45.10 38.40 0.02 0.01 18
19 ** ** ** ** ** ** ** ** 39.40 45.40 0.02 0.01 19
20 ** ** ** ** ** ** ** ** 39.10 36.30 0.02 0.01 20
21 ** ** ** ** ** ** ** 15.88 39.10 37.00 0.02 0.01 21
22 ** ** ** ** ** ** ** 13.50 40.50 41.20 0.02 0.01 22
23 ** ** ** ** ** ** ** 10.97 40.50 43.00 0.02 0.01 23
24 ** ** ** ** ** ** ** 8.70 41.90 28.60 0.01 0.01 24
25 ** ** ** ** ** ** ** 9.64 44.40 24.20 0.01 0.01 25
26 ** ** ** ** ** ** ** 8.70 44.00 15.10 0.01 0.01 26
27 ** ** ** ** ** ** ** 22.20 43.00 0.06 0.01 0.01 27
28 ** ** ** ** ** ** ** 17.60 40.10 0.06 0.01 1.00 28
29 ** ** ** ** ** ** ** 16.30 40.10 0.06 0.01 7.53 29
30 ** ** ** **
** ** 47.60 43.30 0.06 0.01 7.53 30
31 **
** **
**
50.20
0.06 0.01
31
TOTAL ** ** ** ** ** ** ** 221.29* 1319.80 1000.00 0.94 16.33
MEAN ** ** ** ** ** ** ** 20.12* 43.99 32.26 0.03 0.54
AC-FT ** ** ** ** ** ** ** 438.92* 2617.79 1983.47 1.86 32.39
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

CONVERSE DITCH STATION NO. 0077122.00
LATITUDE 42-54-35 LONGITUDE 109-58-42
SE1/4SE1/4 SECTION 3 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7317.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1985
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 7.25 ** ** ** ** ** ** ** 48.89 7.28 0.38 5.11 1
2 5.44 ** ** ** ** ** ** ** 70.91 6.77 0.38 6.53 2
3 6.70 ** ** ** ** ** ** ** 49.37 11.40 0.38 8.05 3
4 8.11 ** ** ** ** ** ** ** 49.37 31.44 0.38 8.85 4
5 8.11 ** ** ** ** ** ** ** 46.51 35.66 0.38 8.85 5
6 8.11 ** ** ** ** ** ** ** 38.29 37.40 0.38 9.12 6
7 7.53 ** ** ** ** ** ** ** 36.97 36.53 0.29 9.12 7
8 8.11 ** ** ** ** ** ** ** 36.53 35.66 0.07 9.40 8
9 9.32 ** ** ** ** ** ** ** 37.84 39.62 0.13 9.96 9
10 9.97 ** ** ** ** ** ** 28.18 37.40 38.29 0.13 9.96 10
11 10.30 ** ** ** ** ** ** 27.39 37.40 42.79 0.13 9.96 11
12 12.40 ** ** ** ** ** ** 18.47 38.73 41.88 0.21 11.11 12
13 12.80 ** ** ** ** ** ** 20.23 20.23 39.17 0.21 9.12 13
14 13.10 ** ** ** ** ** ** 19.88 37.84 36.53 0.13 10.24 14
15 9.64 ** ** ** ** ** ** 17.44 39.62 29.79 0.21 10.53 15
16 14.70 ** ** ** ** ** ** 17.10 40.97 28.18 0.48 9.40 16
17 13.50 ** ** ** ** ** ** 17.10 41.88 27.79 0.82 9.12 17
18 14.70 ** ** ** ** ** ** 14.16 40.52 14.16 1.35 9.12 18
19 15.90 ** ** ** ** ** ** 13.84 36.53 9.68 1.81 10.24 19
20 13.90 ** ** ** ** ** ** 17.10 35.23 7.28 2.31 8.31 20
21 13.90 ** ** ** ** ** ** 18.47 31.02 6.28 2.84 8.05 21
22 13.50 ** ** ** ** ** ** 19.17 28.58 1.67 2.84 9.12 22
23 13.10 ** ** ** ** ** ** 15.77 28.58 0.21 2.84 9.68 23
24 9.01 ** ** ** ** ** ** 11.11 31.44 0.13 2.84 9.12 24
25 7.82 ** ** ** ** ** ** 20.95 46.98 0.29 3.03 8.85 25
26 7.82 ** ** ** ** ** ** 25.82 44.64 0.29 3.62 8.85 26
27 9.97 ** ** ** ** ** ** 28.99 39.62 0.29 6.04 8.85 27
28 ** ** ** ** ** ** ** 28.18 28.18 0.29 6.28 9.12 28
29 ** ** ** **
** ** 29.79 11.40 0.29 4.24 8.85 29
30 ** ** ** **
** ** 69.28 8.58 0.29 5.34 8.31 30
31 **
** **
**
65.02
0.29 5.11
31
TOTAL 284.71* ** ** ** ** ** ** 543.44* 1120.05 567.62 55.58 270.90
MEAN 10.54* ** ** ** ** ** ** 24.70* 37.34 18.31 1.79 9.03
AC-FT 564.71* ** ** ** ** ** ** 1077.90* 2221.59 1125.86 110.24 537.32
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

CONVERSE DITCH STATION NO. 0077122.00
LATITUDE 42-54-35 LONGITUDE 109-58-42
SE1/4SE1/4 SECTION 3 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7317.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1986
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 8.05 7.02 ** ** ** ** ** ** 33.78 74.80 0.00 0.00 1
2 7.79 7.28 ** ** ** ** ** ** 36.29 76.96 0.00 0.00 2
3 7.53 7.28 ** ** ** ** ** ** 29.74 74.27 0.00 0.00 3
4 7.53 ** ** ** ** ** ** ** 29.34 72.67 0.00 0.00 4
5 7.28 ** ** ** ** ** ** ** 58.81 67.94 0.00 0.00 5
6 7.28 ** ** ** ** ** ** ** 30.53 67.94 0.00 0.00 6
7 8.05 ** ** ** ** ** ** ** 79.13 68.46 0.00 0.00 7
8 8.05 ** ** ** ** ** ** ** 75.88 74.27 0.00 0.00 8
9 8.05 ** ** ** ** ** ** ** 68.83 72.67 0.00 0.00 9
10 8.85 ** ** ** ** ** ** ** 44.15 74.27 0.00 0.00 10
11 7.79 ** ** ** ** ** ** ** 45.05 70.56 0.00 0.00 11
12 7.79 ** ** ** ** ** ** ** 75.88 66.91 0.00 0.00 12
13 7.53 ** ** ** ** ** ** ** 74.80 66.39 0.00 0.00 13
14 7.53 ** ** ** ** ** ** ** 72.14 65.88 0.00 0.00 14
15 7.53 ** ** ** ** ** ** ** 64.34 70.56 0.00 0.00 15
16 7.53 ** ** ** ** ** ** ** 56.84 62.31 0.00 0.00 16
17 7.53 ** ** ** ** ** ** ** 51.54 59.81 0.00 0.00 17
18 7.53 ** ** ** ** ** ** ** 48.26 56.84 0.00 3.38 18
19 7.53 ** ** ** ** ** ** ** 41.91 37.99 0.00 8.41 19
20 7.28 ** ** ** ** ** ** ** 38.42 17.35 0.00 8.41 20
21 7.28 ** ** ** ** ** ** ** 74.80 16.36 0.00 8.68 21
22 7.53 ** ** ** ** ** ** 11.44 74.27 20.06 0.00 8.68 22
23 8.31 ** ** ** ** ** ** 9.75 67.94 22.18 0.00 8.94 23
24 8.05 ** ** ** ** ** ** 8.94 59.31 19.72 0.00 10.59 24
25 8.05 ** ** ** ** ** ** 10.87 58.81 6.65 0.00 10.59 25
26 7.79 ** ** ** ** ** ** 10.31 59.31 4.39 0.00 11.16 26
27 7.79 ** ** ** ** ** ** 10.31 56.84 2.46 0.00 11.44 27
28 7.53 ** ** ** ** ** ** 8.68 57.83 0.94 0.00 12.03 28
29 6.77 ** ** **
** ** 6.90 54.90 0.03 0.00 11.73 29
30 6.28 ** ** **
** ** 6.90 51.54 0.00 0.00 12.03 30
31 7.28
** **
**
32.55
0.00 0.00
31
TOTAL 236.69 21.58* ** ** ** ** ** 116.65* 1666.21 1391.64 0.00 126.07
MEAN 7.64 7.19* ** ** ** ** ** 11.67* 55.54 44.89 0.00 4.20
AC-FT 469.47 42.80* ** ** ** ** ** 231.37* 3304.88 2760.28 0.00 250.06
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

CONVERSE DITCH STATION NO. 0077122.00
LATITUDE 42-54-35 LONGITUDE 109-58-42
SE1/4SE1/4 SECTION 3 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7317.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1987
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 12.62 5.03 ** ** ** ** ** ** 25.29 26.42 0.00 0.00 1
2 13.22 5.48 ** ** ** ** ** ** 26.04 23.44 0.00 0.00 2
3 11.44 5.03 ** ** ** ** ** ** 28.73 14.01 0.00 0.00 3
4 10.59 4.81 ** ** ** ** ** ** 26.80 7.79 0.00 3.90 4
5 10.03 ** ** ** ** ** ** ** 27.57 6.44 0.00 7.79 5
6 9.75 ** ** ** ** ** ** ** 27.57 5.53 0.00 7.79 6
7 9.75 ** ** ** ** ** ** ** 29.91 21.64 0.00 7.79 7
8 9.75 ** ** ** ** ** ** ** 32.32 33.96 0.00 7.79 8
9 9.75 ** ** ** ** ** ** ** 40.79 35.21 0.00 7.79 9
10 10.03 ** ** ** ** ** ** ** 49.44 54.69 0.00 7.79 10
11 10.59 ** ** ** ** ** ** ** 42.12 46.19 0.00 8.15 11
12 10.59 ** ** ** ** ** ** 11.83 41.68 39.92 0.00 8.15 12
13 10.59 ** ** ** ** ** ** 27.57 39.92 36.48 0.00 8.52 13
14 10.87 ** ** ** ** ** ** 29.12 38.16 34.38 0.00 8.52 14
15 10.87 ** ** ** ** ** ** 29.12 36.90 37.33 0.00 8.15 15
16 10.87 ** ** ** ** ** ** 34.38 16.54 41.24 0.00 8.90 16
17 10.87 ** ** ** ** ** ** 37.33 10.94 48.97 0.00 9.09 17
18 11.16 ** ** ** ** ** ** 45.27 10.94 37.33 0.00 8.52 18
19 12.92 ** ** ** ** ** ** 45.27 36.48 27.95 0.00 7.44 19
20 11.16 ** ** ** ** ** ** 39.48 41.68 14.32 0.00 7.44 20
21 7.14 ** ** ** ** ** ** 48.50 41.68 19.89 0.00 7.27 21
22 6.41 ** ** ** ** ** ** 55.18 41.68 22.71 0.00 7.27 22
23 5.94 ** ** ** ** ** ** 44.82 42.52 8.52 0.00 6.44 23
24 5.94 ** ** ** ** ** ** 41.68 41.68 4.45 0.00 5.25 24
25 5.71 ** ** ** ** ** ** 39.48 39.48 7.10 0.00 6.13 25
26 5.71 ** ** ** ** ** ** 41.68 37.33 5.83 0.00 6.44 26
27 5.71 ** ** ** ** ** ** 44.82 29.12 0.12 0.00 4.97 27
28 5.48 ** ** ** ** ** ** 42.12 25.66 0.12 0.00 4.97 28
29 7.64 ** ** **
** ** 32.32 27.18 0.12 0.00 4.70 29
30 10.03 ** ** **
** ** 29.12 27.57 0.12 0.00 4.70 30
31 7.39
** **
**
27.57
0.00 0.00
31
TOTAL 290.52 20.35* ** ** ** ** ** 746.66* 983.72 662.22 0.00 191.66
MEAN 9.37 5.09* ** ** ** ** ** 37.33* 32.79 21.36 0.00 6.39
AC-FT 576.24 40.36* ** ** ** ** ** 1480.98* 1951.18 1313.49 0.00 380.15
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

CONVERSE DITCH STATION NO. 0077122.00
LATITUDE 42-54-35 LONGITUDE 109-58-42
SE1/4SE1/4 SECTION 3 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7317.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1988
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 4.70 7.10 ** ** ** ** ** ** ** ** ** ** 1
2 4.45 ** ** ** ** ** ** ** ** ** ** ** 2
3 4.19 ** ** ** ** ** ** ** ** ** ** ** 3
4 5.53 ** ** ** ** ** ** ** ** ** ** ** 4
5 10.94 ** ** ** ** ** ** ** ** ** ** ** 5
6 8.15 ** ** ** ** ** ** ** ** ** ** ** 6
7 8.90 ** ** ** ** ** ** ** ** ** ** ** 7
8 8.52 ** ** ** ** ** ** ** ** ** ** ** 8
9 9.68 ** ** ** ** ** ** ** ** ** ** ** 9
10 11.38 ** ** ** ** ** ** ** ** ** ** ** 10
11 11.83 ** ** ** ** ** ** ** ** ** ** ** 11
12 10.26 ** ** ** ** ** ** ** ** ** ** ** 12
13 10.51 ** ** ** ** ** ** ** ** ** ** ** 13
14 10.94 ** ** ** ** ** ** ** ** ** ** ** 14
15 10.94 ** ** ** ** ** ** ** ** ** ** ** 15
16 10.94 ** ** ** ** ** ** ** ** ** ** ** 16
17 10.94 ** ** ** ** ** ** ** ** ** ** ** 17
18 10.94 ** ** ** ** ** ** ** ** ** ** ** 18
19 10.94 ** ** ** ** ** ** ** ** ** ** ** 19
20 10.94 ** ** ** ** ** ** ** ** ** ** ** 20
21 11.38 ** ** ** ** ** ** ** ** ** ** ** 21
22 11.38 ** ** ** ** ** ** ** ** ** ** ** 22
23 10.09 ** ** ** ** ** ** ** ** ** ** ** 23
24 10.09 ** ** ** ** ** ** ** ** ** ** ** 24
25 10.09 ** ** ** ** ** ** ** ** ** ** ** 25
26 9.68 ** ** ** ** ** ** ** ** ** ** ** 26
27 9.68 ** ** ** ** ** ** ** ** ** ** ** 27
28 9.68 ** ** ** ** ** ** ** ** ** ** ** 28
29 9.68 ** ** ** ** ** ** ** ** ** ** ** 29
30 8.52 ** ** **
** ** ** ** ** ** ** 30
31 7.44
** **
**
**
** **
31
TOTAL 293.33 7.10* ** ** ** ** ** ** ** ** ** **
MEAN 9.46 7.10* ** ** ** ** ** ** ** ** ** **
AC-FT 581.81 14.08* ** ** ** ** ** ** ** ** ** **
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

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


East Fork Canal, East Fork New Fork River

Diversion Description: Diversion consists of a single 3' by 3' slide gate mounted on a concrete structure.1

Diversion Location:
Source: East Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 10, 31, 106

Conveyance Description: Open Channel Canal, approximately 8 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
07-24-1905 6803 Irrigation 720.00 10.27 10.27 Formerly Lake Ditch
08-23-1906 7356 Irrigation 1,026.00 14.63 24.90
01-21-1911 2397E Irrigation 84.00 1.20 26.10

Storage Rights: None.

Estimated Canal Losses: Due to the high content of gravel, sand, and boulders in the soil in the upper reaches of the ditch, greater than typical losses (40%) 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 50% of the return flows are delivered to Muddy Creek, and 50% to East Fork New Fork River.1

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.

East Fork Canal, East Fork New Fork 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

23.49 1,397.75 20.30 1,207.93



1981 13.94 857.14 18.00 1,071.07





1982 10.64 654.23 27.18 1,617.32 18.18 1,081.79 10.00 614.88 10.00 594.04
1983 4.43 272.39 18.12 1,078.21 18.44 1,097.26



1984

23.45 1,395.37 15.45 919.34



1985



0.65 38.68 0.65 38.68 1.83 108.89
1986









1987









1988

14.35 853.88





1989 20.60 1,266.64 23.63 1,406.08 19.35 1,151.40



1990









1991

26.43 1,572.69





1992 30.11 1,851.39 25.40 1,511.40





1993









1994 33.11 2,035.85 32.85 1,954.71 21.83 1,298.98 3.90 232.07

1995 12.89 792.58 32.69 1,945.19 34.55 2,055.87 17.58 1,046.08 5.25 312.40
1996









1997









1998










Averages: 17.97 1,104.32 24.14 1,436.70 18.59 1,106.41 8.03 482.93 5.69 338.78
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: 5/18, on; 5/21, 19 cfs; 5/29, 20 cfs; 6/3, 21 cfs; 6/11, 23 cfs; 6/23, 25 cfs; 6/30, 26 cfs; 7/9, 26 cfs; 7/15, 23 cfs; 7/22, 15 cfs; 7/28, 12 cfs; 8/8, 8 cfs; 8/12, 7 cfs; 8/13, off.

1981: 4/24, off; 5/8, 7.5 cfs; 5/14, 14 cfs; 6/10, 27 cfs; 6/17, 24 cfs; 6/25, 22 cfs; 7/11, off.

1982: 5/14, off; 5/24, 20 cfs; 6/3, 24 cfs; 6/18, 26 cfs; 6/23, 33 cfs; 7/2, 30 cfs; 7/8, 30 cfs; 7/16, 26 cfs; 7/19, off; 8/27, 10 cfs; 8/30, 10 cfs; 10/5, off.

1983: 5/24, on, 10 cfs; 5/26, 20 cfs; 6/7, 27 cfs, 6/17, 26 cfs; 6/24, 26 cfs; 7/6, 29 cfs; 7/12, 26 cfs; 7/19, 16 cfs; 7/27, off; 9/12, 13 cfs.

1984: 5/18, off; 6/1, 26 cfs; 6/9, 20 cfs; 6/12, 21 cfs; 6/29, 27 cfs; 7/6, 29 cfs; 7/16, 15 cfs; 7/23, off; 9/25, off.

1985: 7/6, 20 cfs; 7/7, off; 7/31, off; 9/5, 1.5 cfs (est); 9/25, 5.0 cfs (est).

1986: 6/26, 31.1 cfs; 9/9, 3 cfs (est).

1987: 5/14, 28.6 cfs; 7/14, off; 8/31, 3 cfs.

1988: 4/12, 0 cfs; 5/25, 0 cfs; 6/26, 19.5 cfs; 7/1, 9.2 cfs.

1989: 4/14, 0 cfs; 4/21, 20 cfs; 5/3, 20 cfs; 5/13, 20 cfs; 6/26, 25 cfs; 7/13, 20 cfs; 8/3, 0.

1990: 5/23, 27.4 cfs; 7/11, 15.0 cfs (est).

1991: 6/4, 30.33 cfs; 7/11, 28.0 cfs.

1992: 5/6, 40.00 cfs; 5/29, 35.00 cfs; 6/8, 40.00 cfs; 6/9, 24.00 cfs; 6/10, 24.00 cfs; 6/11, 20.00 cfs; 7/10, 20.00 cfs.

1993: 4/29, off; 5/3, 4.00 cfs; 6/18, 48.30 cfs; 7/27, off; 9/2, off.

1994: 5/3, 15.00 cfs; 5/23, 50.00 cfs; 6/19, 30.20 cfs; 6/20, 25.2 cfs; 7/18, 25.00 cfs; 8/4, 5.00 cfs; 9/15, off.

1995: 4/10, off; 4/18, off; 4/26, off; 5/24, 18.8 cfs; 6/26, 41.0 cfs; 7/6, 42 cfs; 7/7, 40 cfs (est.); 8/16, 15 cfs (est); 8/30, 15 cfs (est); 9/21, off.

1996: 5/4, 9.5 cfs (est); 6/26, 33.0 cfs (arrive), 1.42 cfs (depart); 9/21, 19.0 cfs (est).

1997: 5/27, 24 cfs (est).

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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


Fayette Canal, Fall Creek

Diversion Description: Diversion consists of two 36" slide gates.1

Diversion Location:
Source: Fall Creek, Trib. Pole Creek, Trib. West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 2, 33, 108

Conveyance Description: Open Channel Canal, approximately 8 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
06-22-1906 7496 Irrigation 1,607.00 22.95 22.95
08-11-1952 5637E Irrigation, Stock 522.00 7.45 30.40
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 West Fork new Fork River at Pole 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.

Fayette Canal, Fall 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



6.15 378.07



1989









1990









1991

18.67 1,107.26





1992









1993

28.50 1,695.65 20.29 1,247.58 10.99 675.75 4.69 279.07
1994 25.00 1,537.19 42.06 2,502.74 29.41 1,808.35 6.11 375.69 4.20 249.92
1995 7.65 470.38 29.80 1,773.22 24.68 1,517.51 25.45 1,564.86 12.05 717.02
1996



20.00 1,229.75



1997





17.12 1,052.46

1998










Averages: 16.33 1,003.79 29.76 1,769.72 20.11 1,236.25 14.92 917.19 6.98 415.34
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:

1987: 7/14, 46.8 cfs; 9/8, 6 cfs.

1988: 5/13, 13 cfs; 6/26, 22 cfs; 7/5, 9 cfs; 8/5, 0.5 cfs.

1991: 5/19, 13.08 cfs; 6/19, 38.35 cfs.

1992: 4/8, 0.00 cfs; 6/3, 21.00 cfs; 9/3, 2.00 cfs.

1993: 5/19, 22.60 cfs; 6/21, 31.60 cfs; 7/8, 19.60 cfs; 7/30, 20.00 cfs; 8/25, 6.30 cfs; 9/1, 4.50 cfs; 9/20, 10.30 cfs.

1994: 5/12, 25.00 cfs; 5/26, 45.50 cfs; 6/1, 48.30 cfs; 6/7, 50.00 cfs; 6/14, 45.00 cfs; 6/22, 35.60 cfs; 7/25, 28.80 cfs; 8/5, 10.60 cfs; 8/23, off; 8/30, 7.00 cfs; 9/6, 7.00 cfs; 9/19, 7.00 cfs.

1995: 4/6, 4/17, 5/4, off; 5/10, 6.5 cfs (est); 5/31, 12.8 cfs; 6/5, 21.8 cfs; 6/27, 38.8 cfs; 8/3, 12.0 cfs; 9/14, off.

1996: 5/1, 5/13, off; 7/1, 38 cfs (est); 8/1, 2.0 cfs (est).

1997: 7/22, 42.1 cfs; 8/19, 23.5 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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


Fremont Ditch, Pine Creek

Fremont Ditch Diversion Description: Diversion consists of a single 4' by 4' slide gate. The headgate is attached to the Fremont Lake Dam.1
Diversion Location:
Source: Pine Creek, Trib. West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 23-34-109
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
03-02-1954 21373 Irrigation, Stock 474.00 6.77 6.77
05-25-1971 6388E Irrigation 45.00 0.64 7.41

Storage Rights: None.

Estimated Canal Losses: Losses are minor.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 West Fork New Fork River at Willow Creek.2

Other Operational Information: The canal is initially turned on the first of May for stock water use. By approximately the first of June the canal experiences its highest flows. Typically, the canal is turned off by the first of October.1

Sources:
1) Ken Shriver, Fremont Ditch Company, 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.

Fremont Ditch, Pine 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 4.29 263.78 16.46 979.44 13.97 858.98 0.45 27.67 0.19 11.31
1986 3.36 206.60 21.54 1,281.72 23.77 1,461.56 1.02 62.72 0.74 44.03
1987









1988 6.13 376.92 23.53 1,400.13 14.35 882.35 5.41 332.65 6.82 405.82
1989 11.84 728.01 27.17 1,616.73 21.33 1,311.53 2.79 171.55 9.38 558.15
1990 13.55 833.16 20.60 1,225.79 21.41 1,316.45 3.32 204.14 2.82 167.80
1991 6.99 429.80 18.17 1,081.19 19.68 1,210.08 2.36 145.11 1.88 111.87
1992 10.34 635.78 20.37 1,212.10 16.90 1,039.14 1.86 114.37 0.41 24.40
1993 4.95 304.36 20.20 1,201.98 30.13 1,852.62 6.78 416.89 2.48 147.57
1994 5.38 330.80 29.09 1,730.98 22.00 1,352.73 6.53 401.51 3.80 226.12
1995 4.13 253.94 24.45 1,454.88 35.03 2,153.91 11.25 691.74 4.36 259.44
1996 6.67 410.12 25.97 1,545.32 28.65 1,761.62 5.18 318.51 2.73 162.45
1997 3.07 188.77 19.52 1,161.52 23.68 1,456.03 14.90 916.17 8.81 524.23
1998



10.79 663.45 5.43 333.88 1.64 97.59

Averages: 6.73 413.50 22.26 1,324.31 21.67 1,332.34 5.18 318.22 3.54 210.83
Figures in italics are computed by USGS gaging station #09196940 (Fremont Ditch near Pinedale, WY) records.
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: 5/10, off; 5/11, 3.0 cfs (est); 6/11, 23 cfs (est); 6/15, 31 cfs (est); 6/17, 30.0 cfs (est); 6/24, 28 cfs (est); 6/25, 30.1 cfs; 7/1, 30 cfs; 7/3, 32 cfs (est); 7/8, 35.0 cfs (est); 7/23, 26 cfs (est); 7/25, 32 cfs (est); 7/29, 20 cfs (est); 8/1, 20 cfs (est); 8/6, 4.5 cfs (est); 8/13, 4.5 cfs (est); 8/19, 2.5 cfs (est); 8/26, 4.0 cfs (est); 8/30, 4.0 cfs (est); 9/4, 4.0 cfs (est); 9/12, 4.5 cfs (est); 9/16, 2.5 cfs (est); 9/24, 3.0 cfs (est).

1997: 5/12, 5.0 cfs (est); 6/2, 4.5 cfs (est); 6/12, 23 cfs (est); 7/7, 23.9 cfs; 7/15, 24.5 cfs; 7/19, 24.5 cfs; 7/24, 24.5 cfs; 7/29, 23.9 cfs; 7/30, 18 cfs (est); 8/7, 15.4 cfs; 8/12, 15.4 cfs; 8/18, 14 cfs; 8/25, 15.4 cfs; 9/4, 10.4 cfs; 9/10, 10.5 cfs; 9/23, 10.0 cfs; 9/30, off.

1998: 7/6, 25 cfs (est); 7/9, 25 cfs (est); 7/29, 0.5 cfs (est); 8/7, 6.17 cfs; 8/13, 6.17 cfs; 8/19, 5.75 cfs; 8/27, 5.7 cfs (est); 9/3, 3.3 cfs; 9/9, 3.3 cfs; 9/16, 3.2 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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


Gilligan & Iven Ditch, East Fork New Fork River

Diversion Description: Diversion consists of a single 40" by 40" slide gate mounted on a concrete structure.1

Diversion Location:
Source: East Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 9, 31, 106

Conveyance Description: Open Channel Canal, approximately 2 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
10-08-1897 1622 Irrigation 630.00 9.00 9.00
12-11-1903 1137E Domestic, Irrigation, Stock 320.00 4.57 13.57

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 Cottonwood Creek above East Fork 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.

Gilligan & Iven Ditch, East Fork New Fork 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 5.52 339.93 18.75 1,115.70 19.58 1,203.87 5.51 338.50 4.18 248.73
1976 4.81 295.93 19.44 1,156.56 16.56 1,018.31



1978 7.35 452.23 18.50 1,100.83 15.81 971.90



1980 7.48 459.93 10.60 630.74 9.36 575.52 7.99 491.29 5.39 320.73
1981 13.88 853.45 22.19 1,320.40 9.15 562.61 5.20 319.74 2.22 132.10
1982

22.92 1,363.83 16.44 1,010.86 3.95 242.88 5.73 340.96
1983

8.33 495.67 5.95 365.85 8.58 527.56

1984

14.76 878.28 10.38 638.24



1985









1986









1987









1988 6.67 410.12 10.69 636.10





1989 15.56 956.75 12.58 748.56 4.62 284.07



1990









1989 11.84 728.01 27.17 1,616.73 21.33 1,311.53 2.79 171.55 9.38 558.15
1991









1992

13.30 791.40





1993 12.20 750.35







1994 22.39 1,376.71 17.73 1,055.01 11.51 707.72 2.23 137.12

1995 9.58 589.05 19.12 1,137.72 20.37 1,252.50 4.73 290.84 1.09 64.86
1996









1997









1998










Averages: 10.54 648.45 16.07 956.22 12.70 781.04 5.46 335.42 3.72 221.48
Data in italics from USGS gaging station 006110.00, 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: 5/6, 5 cfs; 5/13, 9 cfs; 5/20, 8 cfs; 5/21, 11 cfs; 5/29, 10 cfs; 6/3, 10 cfs; 6/10, 13 cfs; 6/18, 10 cfs; 6/23, 10 cfs; 6/30, 9 cfs; 7/9, 8 cfs; 7/15, 6 cfs; 7/22, 7 cfs; 7/24, 16 cfs; 7/28, 12 cfs; 8/1, 16 cfs; 8/8, 6 cfs; 8/12, 5 cfs; 8/21, 8 cfs; 9/22, 5 cfs; 9/30, 4 cfs.

1981: 4/24, 5 cfs; 5/8, 13 cfs; 5/14, 8 cfs; 5/28, 21 cfs; 6/4, 24 cfs; 6/9, 25 cfs; 6/17, 21 cfs; 6/25, 22 cfs; 7/7, 12 cfs; 7/15, 8 cfs; 7/20, 7 cfs; 8/4, 6 cfs; 8/13, 5 cfs; 8/27, 5 cfs; 10/2, off.

1982:5/24, 21 cfs; 6/2, 21 cfs; 6/9, 21 cfs; 6/18, 27 cfs; 6/22, 26 cfs; 7/2, 17 cfs; 7/8, 22 cfs; 7/16, 23 cfs; 7/23, 13 cfs; 8/3, off; 8/27, 7 cfs; 9/22, 9 cfs.

1983: 5/26, 11 cfs; 6/1, 15 cfs; 6/7, 18 cfs; 6/17, 17 cfs; 6/24, 17 cfs; 7/6, 13 cfs; 7/12, 12 cfs; 7/19, 7 cfs; 7/27, off; 8/22, 12 cfs; 9/12, off.

1984: 5/18, 6 cfs; 5/22, 5 cfs; 6/1, 17 cfs; 6/9, 13 cfs; 6/12, 13 cfs; 6/14, 14 cfs; 6/29, 16 cfs; 7/6, 15 cfs; 7/11, 13 cfs; 7/16, 10 cfs; 7/19, 12 cfs; 7/23, 11 cfs; 7/30, off.

1985: 7/7, 13.3 cfs. (Ditch washed out.)

1986: 6/19, 10.0 cfs; 7/9, 12.8 cfs; 9/9, 8.1 cfs.

1987: 5/14, 27.7 cfs; 7/14, off.

1988: 4/12, 5 cfs; 5/25, 7 cfs; 6/18, 10 cfs; 6/26, 13.9 cfs; 6/27, 16.6 cfs; 7/1, 12.4 cfs.

1989: 4/14, 0 cfs; 4/21, 4.5 cfs; 5/3, 6 cfs; 5/13, 20 cfs; 6/28, 10 cfs; 7/13, 4 cfs; 8/1, 3 cfs.

1990: 6/18, 20.0 cfs (est); 7/11, 10.0 cfs (est).

1992: 5/29, 15.00 cfs; 6/8, 15.00 cfs; 6/10, 13.00 cfs; 6/11, 13.00 cfs; 7/10, 12.00 cfs.

1993: 4/29, 6.00 cfs; 5/3, 4.00 cfs; 6/14, 29.3 cfs; 7/27, 9/2, off.

1994: 5/3, 12.00 cfs; 5/23, 31.50 cfs; 6/19, 15.30 cfs; 6/20, 13.00 cfs; 7/18, 14.00 cfs; 8/4, 1.50 cfs; 9/3, 3.00 cfs.

1995: 4/10, off ; 4/18, 2.0 cfs (est); 4/26, 3.0 cfs (est); 5/24, 12.0 cfs; 6/26, 22.3 cfs; 7/6, 24 efs (est); 7/17, 22 cfs; 8/16, 3.5 cfs; 8/30, off; 9/21, 3.0 cfs.

1996: 5/4, 3.0 cfs; 6/26, 28 cfs (est).

1997: 7/15, 8.3 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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

GILLIGAN & IVEN DITCH STATION NO. 0066110.00
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 ** ** ** ** ** ** ** ** 15.00 22.25 16.50 4.50 1
2 ** ** ** ** ** ** ** ** 16.00 22.50 16.00 5.00 2
3 ** ** ** ** ** ** ** ** 17.00 22.25 15.00 6.00 3
4 ** ** ** ** ** ** ** ** 18.70 22.50 5.00 6.25 4
5 ** ** ** ** ** ** ** ** 19.00 22.50 5.00 6.00 5
6 ** ** ** ** ** ** ** ** 20.00 22.50 5.00 5.00 6
7 ** ** ** ** ** ** ** ** 19.00 22.75 4.48 4.00 7
8 ** ** ** ** ** ** ** ** 18.00 22.75 4.48 3.00 8
9 ** ** ** ** ** ** ** ** 18.00 22.75 4.48 2.00 9
10 ** ** ** ** ** ** ** ** 17.00 22.75 4.48 2.00 10
11 ** ** ** ** ** ** ** ** 17.50 22.50 4.48 2.00 11
12 ** ** ** ** ** ** ** ** 17.00 22.00 4.48 2.00 12
13 ** ** ** ** ** ** ** 6.38 18.00 21.00 4.48 3.00 13
14 ** ** ** ** ** ** ** 6.50 20.00 20.50 4.48 3.00 14
15 ** ** ** ** ** ** ** 6.50 22.00 20.00 4.48 3.40 15
16 ** ** ** ** ** ** ** 7.00 22.00 19.50 4.24 3.50 16
17 ** ** ** ** ** ** ** 7.00 24.00 19.00 4.24 3.50 17
18 ** ** ** ** ** ** ** 7.00 24.25 18.50 4.24 3.50 18
19 ** ** ** ** ** ** ** 7.00 18.00 18.00 4.24 4.00 19
20 ** ** ** ** ** ** ** 7.00 16.30 17.50 4.24 4.50 20
21 ** ** ** ** ** ** ** 8.00 15.00 17.00 4.24 4.50 21
22 ** ** ** ** ** ** ** 8.00 15.00 17.00 4.24 4.50 22
23 ** ** ** ** ** ** ** 9.00 17.00 17.00 4.24 5.00 23
24 ** ** ** ** ** ** ** 9.00 19.00 16.70 4.24 5.00 24
25 ** ** ** ** ** ** ** 10.00 22.75 16.50 4.24 5.25 25
26 ** ** ** ** ** ** ** 10.00 17.50 16.50 4.24 5.00 26
27 ** ** ** ** ** ** ** 11.00 17.50 16.50 4.24 5.00 27
28 ** ** ** ** ** ** ** 12.00 19.00 16.50 4.24 5.00 28
29 ** ** ** **
** ** 13.00 21.00 16.50 4.24 5.00 29
30 ** ** ** **
** ** 13.00 22.00 16.50 4.24 5.00 30
31 **
** **
**
14.00
16.50 4.24
31
TOTAL ** ** ** ** ** ** ** 171.38* 562.50 606.95 170.66 125.40
MEAN ** ** ** ** ** ** ** 9.02* 18.75 19.58 5.51 4.18
AC-FT ** ** ** ** ** ** ** 339.93* 1115.70 1203.87 338.50 248.73
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

GILLIGAN & IVEN DITCH STATION NO. 0066110.00
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 ** ** ** ** ** ** ** ** 15.00 23.20 20.00 ** 1
2 ** ** ** ** ** ** ** ** 16.00 23.00 9.00 ** 2
3 ** ** ** ** ** ** ** ** 17.50 23.00 7.00 ** 3
4 ** ** ** ** ** ** ** ** 18.00 23.00 5.00 ** 4
5 ** ** ** ** ** ** ** 1.50 18.00 23.00 ** ** 5
6 ** ** ** ** ** ** ** 1.00 18.00 22.00 ** ** 6
7 ** ** ** ** ** ** ** 1.00 19.00 21.70 ** ** 7
8 ** ** ** ** ** ** ** 1.00 19.00 21.00 ** ** 8
9 ** ** ** ** ** ** ** 1.00 19.00 21.00 ** ** 9
10 ** ** ** ** ** ** ** 1.00 19.50 20.00 ** ** 10
11 ** ** ** ** ** ** ** ** 20.00 20.00 ** ** 11
12 ** ** ** ** ** ** ** ** 21.00 19.90 ** ** 12
13 ** ** ** ** ** ** ** ** 22.00 18.00 ** ** 13
14 ** ** ** ** ** ** ** ** 18.00 17.00 ** ** 14
15 ** ** ** ** ** ** ** 6.00 18.00 15.50 ** ** 15
16 ** ** ** ** ** ** ** 6.00 18.00 14.00 ** ** 16
17 ** ** ** ** ** ** ** 6.00 18.70 12.00 4.00 ** 17
18 ** ** ** ** ** ** ** 6.00 19.00 10.00 4.00 ** 18
19 ** ** ** ** ** ** ** 6.00 19.00 9.60 4.00 ** 19
20 ** ** ** ** ** ** ** 6.50 19.00 8.00 4.00 ** 20
21 ** ** ** ** ** ** ** 7.00 19.00 8.00 5.00 ** 21
22 ** ** ** ** ** ** ** 7.00 20.00 8.00 5.00 ** 22
23 ** ** ** ** ** ** ** 8.00 20.00 15.00 5.20 ** 23
24 ** ** ** ** ** ** ** 8.00 20.40 15.00 5.00 ** 24
25 ** ** ** ** ** ** ** 9.00 21.00 15.00 5.00 ** 25
26 ** ** ** ** ** ** ** 9.00 21.00 15.00 ** ** 26
27 ** ** ** ** ** ** ** 10.20 22.00 15.00 ** ** 27
28 ** ** ** ** ** ** ** 10.00 22.00 15.50 ** ** 28
29 ** ** ** **
** ** 11.00 23.00 15.00 ** ** 29
30 ** ** ** **
** ** 12.00 23.00 14.00 ** ** 30
31 **
** **
**
15.00
13.00 **
31
TOTAL ** ** ** ** ** ** ** 149.20* 583.10 513.40 72.20* **
MEAN ** ** ** ** ** ** ** 6.49* 19.44 16.56 5.55* **
AC-FT ** ** ** ** ** ** ** 295.93* 1156.56 1018.31 143.21* **
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

GILLIGAN & IVEN DITCH STATION NO. 0066110.00
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
1978
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 13.00 20.00 2.00 ** 1
2 ** ** ** ** ** ** ** ** 12.00 20.00 1.00 ** 2
3 ** ** ** ** ** ** ** ** 13.00 20.00 1.00 ** 3
4 ** ** ** ** ** ** ** ** 14.00 20.00 1.00 ** 4
5 ** ** ** ** ** ** ** ** 15.00 21.00 2.00 6.00 5
6 ** ** ** ** ** ** ** ** 18.00 21.00 2.00 5.00 6
7 ** ** ** ** ** ** ** ** 22.00 20.00 2.00 ** 7
8 ** ** ** ** ** ** ** ** 22.00 20.00 2.00 ** 8
9 ** ** ** ** ** ** ** ** 22.00 21.00 2.00 ** 9
10 ** ** ** ** ** ** ** 5.00 22.00 21.00 2.00 ** 10
11 ** ** ** ** ** ** ** 5.00 18.00 21.00 2.00 3.00 11
12 ** ** ** ** ** ** ** 5.00 14.00 21.00 2.00 ** 12
13 ** ** ** ** ** ** ** 5.00 12.00 21.00 2.00 ** 13
14 ** ** ** ** ** ** ** 5.00 12.00 20.00 2.00 ** 14
15 ** ** ** ** ** ** ** 6.00 20.00 19.00 ** ** 15
16 ** ** ** ** ** ** ** 7.00 20.00 18.00 ** ** 16
17 ** ** ** ** ** ** ** 8.00 20.00 17.00 ** ** 17
18 ** ** ** ** ** ** ** 9.00 20.00 16.00 ** ** 18
19 ** ** ** ** ** ** ** 10.00 20.00 13.00 ** ** 19
20 ** ** ** ** ** ** ** 10.00 20.00 10.00 ** ** 20
21 ** ** ** ** ** ** ** 10.00 22.00 10.00 ** ** 21
22 ** ** ** ** ** ** ** 10.00 22.00 16.00 ** ** 22
23 ** ** ** ** ** ** ** 12.00 22.00 16.00 ** ** 23
24 ** ** ** ** ** ** ** 14.00 21.00 16.00 ** ** 24
25 ** ** ** ** ** ** ** 14.00 21.00 16.00 ** ** 25
26 ** ** ** ** ** ** ** 15.00 20.00 16.00 ** ** 26
27 ** ** ** ** ** ** ** 16.00 20.00 4.00 ** ** 27
28 ** ** ** ** ** ** ** 17.00 19.00 4.00 ** ** 28
29 ** ** ** **
** ** 16.00 19.00 4.00 ** ** 29
30 ** ** ** **
** ** 15.00 20.00 4.00 ** ** 30
31 **
** **
**
14.00
4.00 **
31
TOTAL ** ** ** ** ** ** ** 228.00* 555.00 490.00 25.00* 3.00*
MEAN ** ** ** ** ** ** ** 10.36* 18.50 15.81 1.79* 3.00*
AC-FT ** ** ** ** ** ** ** 452.23* 1100.83 971.90 49.59* 5.95*
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

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


Harry Rahm Ditch, West Fork New Fork River

Diversion Description: Diversion consists of a single 5' wide wood slide gate. A wood plank diversion dam exists.1

Diversion Location:
Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 3, 34, 110

Conveyance Description: Open Channel Canal, approximately 3/4 mile long1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
07-23-1896 1281 Irrigation 171.00 2.44 2.44 POD/MOC change from a portion of W.F. Irrigation Ditch.
07-13-1899 2175 Irrigation 240.00 3.42 5.86 POD/MOC change from a portion of Ulrica Ditch.
07-12-1902 4042 Irrigation 440.00 6.29 12.15 POD/MOC change from a McKinley Ditch.
11-11-1903 5855 Irrigation

12.15 POD/MOC change from a portion of Ulrica Ditch. 333.60 AF Secondary Supply from New Fork Lake Reservoir (480R) (240.00 acres served)
11-11-1903 5855 Irrigation

12.15 POD/MOC change from a portion of W.F Irrigation Ditch. 208.50 AF Secondary Supply from New Fork Lake Reservoir (480R) (150.00 acres served)
11-11-1903 5855 Irrigation

12.15 POD/MOC change from McKinley Ditch. 601.10 AF Secondary Supply from New Fork Lake Reservoir (480R) (432.45 acres served)
11-11-1903 4866E Irrigation

12.15 POD/MOC change from a portion of Ulrica Ditch. 55.60 AF Secondary Supply from New Fork Lake Reservoir (480R) (40.00 acres served)
11-28-1914 12843 Irrigation 40.00 0.57 12.72 POD/MOC change from Channel Ditch.

Storage Rights: New Fork Lake 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 West Fork New Fork River at Willow Creek.2

Other Operational Information: The canal is typically turned on in late May and irrigation flows stop in late July. Stock flows continue until October.1

Sources:
1) Floyd Briggs, New Fork River Irrigation District, 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.

Harry Rahm Ditch, West Fork New Fork 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

14.13 841.09 5.63 345.90 0.00 0.00 3.30 196.46
1985

8.16 485.81 3.29 202.04 1.28 78.82 3.11 185.22
1986

16.39 975.17 14.20 873.34 0.37 22.51 1.51 89.77
1987 4.97 305.34 5.87 349.39 3.01 185.04 1.18 72.69 2.80 166.61
1988









1989









1990









1991









1992









1993









1994



13.88 853.45



1995









1996









1997









1998










Averages: 4.97 305.34 11.14 662.87 7.12 437.50 0.71 43.51 2.68 159.52
Data in italics from USGS gaging station 007113.00, 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 for Ulrica Ditch Included in Total

Data:

1994: 7/2, 14.30 cfs; 7/22, 15.00 cfs; 9/7, 3.00 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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

HARRY RAHM DITCH STATION NO. 007113.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
NW1/4 SW1/4 SECTION 25 TOWNSHIP 35N, RANGE 110W 6TH P.M.
ELEVATION 7360.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570800
SUBLETTE COUNTY
DATA FROM WWRC
***TO USE THIS DATA,SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1984
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 12.90 14.00 0.00 0.00 1
2 ** ** ** ** ** ** ** ** 12.90 3.92 0.00 0.00 2
3 ** ** ** ** ** ** ** ** 12.90 4.21 0.00 0.00 3
4 ** ** ** ** ** ** ** ** 9.35 10.70 0.00 0.58 4
5 ** ** ** ** ** ** ** ** 12.30 12.60 0.00 1.90 5
6 ** ** ** ** ** ** ** ** 20.40 12.90 0.00 1.21 6
7 ** ** ** ** ** ** ** ** 19.10 9.35 0.00 1.48 7
8 ** ** ** ** ** ** ** ** 16.60 8.33 0.00 1.79 8
9 ** ** ** ** ** ** ** ** 15.80 7.17 0.00 2.88 9
10 ** ** ** ** ** ** ** ** 16.20 8.09 0.00 3.22 10
11 ** ** ** ** ** ** ** ** 18.20 8.83 0.00 3.63 11
12 ** ** ** ** ** ** ** ** 15.00 9.09 0.00 4.68 12
13 ** ** ** ** ** ** ** ** 13.30 9.35 0.00 3.92 13
14 ** ** ** ** ** ** ** ** 11.60 9.35 0.00 3.63 14
15 ** ** ** ** ** ** ** ** 11.00 12.60 0.00 3.63 15
16 ** ** ** ** ** ** ** ** 15.80 8.33 0.00 3.63 16
17 ** ** ** ** ** ** ** ** 15.80 8.83 0.00 2.88 17
18 ** ** ** ** ** ** ** ** 15.40 10.70 0.00 2.88 18
19 ** ** ** ** ** ** ** ** 12.60 5.19 0.00 2.72 19
20 ** ** ** ** ** ** ** ** 12.30 0.12 0.00 3.22 20
21 ** ** ** ** ** ** ** 0.54 12.30 0.07 0.00 4.21 21
22 ** ** ** ** ** ** ** 0.49 11.60 0.38 0.00 4.06 22
23 ** ** ** ** ** ** ** 0.45 11.60 0.24 0.00 6.95 23
24 ** ** ** ** ** ** ** 0.45 14.00 0.04 0.00 6.32 24
25 ** ** ** ** ** ** ** 0.45 15.80 0.00 0.00 5.37 25
26 ** ** ** ** ** ** ** 0.22 15.40 0.00 0.00 5.02 26
27 ** ** ** ** ** ** ** 1.68 14.30 0.00 0.00 5.02 27
28 ** ** ** ** ** ** ** 1.58 12.30 0.00 0.00 4.85 28
29 ** ** ** **
** ** 1.58 12.60 0.00 0.00 4.85 29
30 ** ** ** **
** ** 11.60 14.70 0.00 0.00 4.52 30
31 **
** **
**
13.30
0.00 0.00
31
TOTAL ** ** ** ** ** ** ** 32.34* 424.05 174.39 0.00 99.05
MEAN ** ** ** ** ** ** ** 2.94* 14.14 5.63 0.00 3.30
AC-FT ** ** ** ** ** ** ** 64.15* 841.09 345.90 0.00 196.46
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

HARRY RAHM DITCH STATION NO. 007113.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
NW1/4 SW1/4 SECTION 25 TOWNSHIP 35N, RANGE 110W 6TH P.M.
ELEVATION 7360.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570800
SUBLETTE COUNTY
DATA FROM WWRC
***TO USE THIS DATA,SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1985
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 4.36 ** ** ** ** ** ** ** 11.18 0.00 0.00 3.03 1
2 5.02 ** ** ** ** ** ** ** 10.01 0.00 0.00 0.77 2
3 5.19 ** ** ** ** ** ** ** 13.50 0.86 0.00 0.00 3
4 4.85 ** ** ** ** ** ** ** 12.96 7.72 0.00 0.00 4
5 3.77 ** ** ** ** ** ** ** 12.18 10.24 0.00 0.11 5
6 3.77 ** ** ** ** ** ** ** 10.45 10.47 0.00 0.33 6
7 3.77 ** ** ** ** ** ** ** 10.01 10.24 0.00 0.86 7
8 3.77 ** ** ** ** ** ** ** 9.57 9.35 0.00 1.99 8
9 3.77 ** ** ** ** ** ** ** 9.79 6.45 0.00 3.03 9
10 3.92 ** ** ** ** ** ** ** 9.79 5.03 0.00 3.03 10
11 3.92 ** ** ** ** ** ** ** 9.79 5.96 1.47 3.03 11
12 4.21 ** ** ** ** ** ** ** 9.79 5.33 1.33 3.71 12
13 4.21 ** ** ** ** ** ** ** 9.35 4.61 1.07 3.14 13
14 4.21 ** ** ** ** ** ** ** 9.57 4.08 0.86 3.03 14
15 7.85 ** ** ** ** ** ** ** 10.01 3.83 0.69 3.25 15
16 12.30 ** ** ** ** ** ** ** 9.35 8.31 0.77 3.71 16
17 1.90 ** ** ** ** ** ** ** 6.80 7.91 1.19 3.83 17
18 0.68 ** ** ** ** ** ** ** 6.28 0.54 1.33 3.83 18
19 0.18 ** ** ** ** ** ** 5.64 5.03 0.20 2.63 4.61 19
20 0.15 ** ** ** ** ** ** 8.31 4.47 0.20 1.63 4.08 20
21 0.11 ** ** ** ** ** ** 7.91 5.79 0.33 1.99 4.21 21
22 0.07 ** ** ** ** ** ** 6.98 7.34 0.20 1.80 4.89 22
23 0.03 ** ** ** ** ** ** 6.98 7.72 0.00 1.80 4.61 23
24 0.00 ** ** ** ** ** ** 7.16 7.34 0.00 1.99 4.47 24
25 0.00 ** ** ** ** ** ** 11.18 8.11 0.00 2.20 4.47 25
26 0.00 ** ** ** ** ** ** 13.23 7.72 0.00 2.42 4.47 26
27 0.00 ** ** ** ** ** ** 15.81 6.28 0.00 2.63 4.61 27
28 ** ** ** ** ** ** ** 15.81 4.75 0.00 3.03 4.61 28
29 ** ** ** **
** ** 14.63 0.00 0.00 2.54 4.08 29
30 ** ** ** **
** ** 16.11 0.00 0.00 2.54 3.59 30
31 **
** **
**
13.51
0.00 3.83
31
TOTAL 82.01* ** ** ** ** ** ** 143.26* 244.93 101.86 39.74 93.38
MEAN 3.04* ** ** ** ** ** ** 11.02* 8.16 3.29 1.28 3.11
AC-FT 162.66* ** ** ** ** ** ** 284.15* 485.81 202.04 78.82 185.22
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

HARRY RAHM DITCH STATION NO. 007113.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
NW1/4 SW1/4 SECTION 25 TOWNSHIP 35N, RANGE 110W 6TH P.M.
ELEVATION 7360.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570800
SUBLETTE COUNTY
DATA FROM WWRC
***TO USE THIS DATA,SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1986
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 3.47 3.36 ** ** ** ** ** ** 8.37 29.47 0.00 0.19 1
2 3.59 3.36 ** ** ** ** ** ** 9.43 31.82 0.00 0.17 2
3 3.59 3.36 ** ** ** ** ** ** 7.38 31.34 0.00 0.17 3
4 3.59 ** ** ** ** ** ** ** 7.96 31.54 0.00 0.17 4
5 3.47 ** ** ** ** ** ** ** 17.99 30.87 0.00 0.19 5
6 3.25 ** ** ** ** ** ** ** 6.31 30.87 0.00 0.17 6
7 3.47 ** ** ** ** ** ** ** 19.71 29.47 0.00 0.22 7
8 3.59 ** ** ** ** ** ** ** 16.36 25.93 0.00 0.29 8
9 3.59 ** ** ** ** ** ** ** 12.86 26.79 0.00 0.69 9
10 3.71 ** ** ** ** ** ** ** 8.57 25.09 0.00 0.69 10
11 3.59 ** ** ** ** ** ** ** 10.11 24.27 0.00 0.69 11
12 3.59 ** ** ** ** ** ** ** 25.93 23.47 0.00 0.77 12
13 3.47 ** ** ** ** ** ** ** 25.09 22.68 0.00 0.86 13
14 3.47 ** ** ** ** ** ** ** 24.68 22.68 0.00 0.96 14
15 3.47 ** ** ** ** ** ** ** 20.79 22.68 0.00 0.96 15
16 3.47 ** ** ** ** ** ** ** 17.65 16.05 0.00 1.08 16
17 3.47 ** ** ** ** ** ** ** 14.84 11.06 0.00 1.08 17
18 3.47 ** ** ** ** ** ** ** 13.68 3.46 0.00 1.48 18
19 3.47 ** ** ** ** ** ** ** 10.82 0.77 0.00 2.24 19
20 3.47 ** ** ** ** ** ** ** 9.43 0.00 0.00 2.01 20
21 3.47 ** ** ** ** ** ** ** 28.55 0.00 0.00 2.24 21
22 3.59 ** ** ** ** ** ** 0.12 29.01 0.00 0.00 2.33 22
23 3.71 ** ** ** ** ** ** 0.01 27.22 0.00 0.10 2.61 23
24 3.71 ** ** ** ** ** ** 0.01 25.09 0.04 2.33 3.12 24
25 3.59 ** ** ** ** ** ** 0.01 21.91 0.00 1.80 3.02 25
26 3.59 ** ** ** ** ** ** 0.01 17.32 0.00 1.63 3.12 26
27 3.47 ** ** ** ** ** ** 0.01 15.13 0.00 1.47 3.35 27
28 3.47 ** ** ** ** ** ** 0.01 13.97 0.00 1.33 3.58 28
29 2.93 ** ** **
** ** 0.77 13.68 0.00 1.47 3.35 29
30 2.63 ** ** **
** ** 0.01 11.81 0.00 0.96 3.46 30
31 3.14
** **
**
5.04
0.00 0.26
31
TOTAL 107.56 10.08* ** ** ** ** ** 6.00* 491.65 440.31 11.35 45.26
MEAN 3.47 3.36* ** ** ** ** ** .60* 16.39 14.20 0.37 1.51
AC-FT 213.34 19.99* ** ** ** ** ** 11.90* 975.17 873.34 22.51 89.77
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

HARRY RAHM DITCH STATION NO. 007113.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
NW1/4 SW1/4 SECTION 25 TOWNSHIP 35N, RANGE 110W 6TH P.M.
ELEVATION 7360.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570800
SUBLETTE COUNTY
DATA FROM WWRC
***TO USE THIS DATA,SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1987
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 3.82 0.54 ** ** ** ** ** ** 4.90 4.47 0.00 2.53 1
2 4.33 0.61 ** ** ** ** ** ** 5.35 5.99 0.00 2.62 2
3 4.07 0.42 ** ** ** ** ** ** 5.82 2.06 0.00 3.88 3
4 3.82 0.42 ** ** ** ** ** ** 4.61 0.77 0.00 4.12 4
5 3.58 ** ** ** ** ** ** ** 3.58 0.47 0.00 3.44 5
6 3.58 ** ** ** ** ** ** ** 3.23 0.28 0.00 2.81 6
7 3.58 ** ** ** ** ** ** ** 5.66 2.61 0.00 2.91 7
8 3.46 ** ** ** ** ** ** ** 5.99 2.71 0.00 2.91 8
9 3.46 ** ** ** ** ** ** ** 10.16 6.50 0.00 2.91 9
10 3.46 ** ** ** ** ** ** ** 12.15 10.16 0.00 2.91 10
11 3.82 ** ** ** ** ** ** ** 9.93 8.61 0.00 3.02 11
12 3.70 ** ** ** ** ** ** 2.71 8.61 7.60 0.00 3.12 12
13 3.46 ** ** ** ** ** ** 5.20 6.15 6.67 0.00 3.18 13
14 3.35 ** ** ** ** ** ** 5.99 4.90 6.50 0.00 3.23 14
15 4.07 ** ** ** ** ** ** 5.82 4.47 7.22 0.00 3.12 15
16 4.07 ** ** ** ** ** ** 6.50 0.00 6.85 0.00 3.18 16
17 4.07 ** ** ** ** ** ** 7.22 0.00 8.20 0.00 3.23 17
18 4.20 ** ** ** ** ** ** 8.82 0.00 3.95 0.00 3.12 18
19 4.47 ** ** ** ** ** ** 9.93 9.04 1.67 0.00 2.71 19
20 3.02 ** ** ** ** ** ** 11.13 9.93 0.00 3.54 2.71 20
21 0.33 ** ** ** ** ** ** 15.26 8.20 0.00 3.54 2.71 21
22 0.25 ** ** ** ** ** ** 13.51 7.60 0.00 3.44 2.66 22
23 0.22 ** ** ** ** ** ** 9.70 7.41 0.00 3.22 2.52 23
24 0.04 ** ** ** ** ** ** 7.60 7.60 0.00 3.44 2.16 24
25 0.00 ** ** ** ** ** ** 6.33 7.60 0.00 3.33 2.42 25
26 0.00 ** ** ** ** ** ** 6.67 7.04 0.00 3.12 2.61 26
27 0.00 ** ** ** ** ** ** 7.04 4.75 0.00 2.91 2.06 27
28 0.02 ** ** ** ** ** ** 6.50 3.70 0.00 2.62 1.86 28
29 0.07 ** ** **
** ** 6.67 3.70 0.00 2.53 1.67 29
30 0.61 ** ** **
** ** 5.99 4.07 0.00 2.53 1.67 30
31 0.61
** **
**
5.35
0.00 2.43
31
TOTAL 77.54 1.99* ** ** ** ** ** 153.94* 176.15 93.29 36.65 84.00
MEAN 2.50 .50* ** ** ** ** ** 7.70* 5.87 3.01 1.18 2.80
AC-FT 153.80 3.95* ** ** ** ** ** 305.34* 349.39 185.04 72.69 166.61
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

HARRY RAHM DITCH STATION NO. 007113.00 LATITUDE 42-59-51 LONGITUDE 109-58-39 NW1/4SW1/4 SECTION 25 TOWNSHIP 35 N,RANGE 110 W 6TH P.M. ELEVATION 7360.00 FT DRAINAGE AREA UNKNOWN NONCONTRIBUTING 0.00 SQ MI BASIN 15570800 SUBLETTE COUNTY DATA FROM WWRC (C) ****TO USE THIS DATA, SEE VIC HASFURTHER**** MEAN DAILY FLOW IN CFS BY WATER YEAR

HARRY RAHM DITCH STATION NO. 007113.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
NW1/4 SW1/4 SECTION 25 TOWNSHIP 35N, RANGE 110W 6TH P.M.
ELEVATION 7360.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570800
SUBLETTE COUNTY
DATA FROM WWRC
***TO USE THIS DATA,SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1988
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 1.59 3.35 ** ** ** ** ** ** ** ** ** ** 1
2 1.51 ** ** ** ** ** ** ** ** ** ** ** 2
3 1.21 ** ** ** ** ** ** ** ** ** ** ** 3
4 2.16 ** ** ** ** ** ** ** ** ** ** ** 4
5 3.02 ** ** ** ** ** ** ** ** ** ** ** 5
6 2.81 ** ** ** ** ** ** ** ** ** ** ** 6
7 2.91 ** ** ** ** ** ** ** ** ** ** ** 7
8 3.70 ** ** ** ** ** ** ** ** ** ** ** 8
9 4.75 ** ** ** ** ** ** ** ** ** ** ** 9
10 5.20 ** ** ** ** ** ** ** ** ** ** ** 10
11 5.35 ** ** ** ** ** ** ** ** ** ** ** 11
12 4.61 ** ** ** ** ** ** ** ** ** ** ** 12
13 4.61 ** ** ** ** ** ** ** ** ** ** ** 13
14 4.75 ** ** ** ** ** ** ** ** ** ** ** 14
15 4.75 ** ** ** ** ** ** ** ** ** ** ** 15
16 4.75 ** ** ** ** ** ** ** ** ** ** ** 16
17 4.75 ** ** ** ** ** ** ** ** ** ** ** 17
18 4.75 ** ** ** ** ** ** ** ** ** ** ** 18
19 4.75 ** ** ** ** ** ** ** ** ** ** ** 19
20 4.75 ** ** ** ** ** ** ** ** ** ** ** 20
21 5.05 ** ** ** ** ** ** ** ** ** ** ** 21
22 5.12 ** ** ** ** ** ** ** ** ** ** ** 22
23 4.47 ** ** ** ** ** ** ** ** ** ** ** 23
24 4.47 ** ** ** ** ** ** ** ** ** ** ** 24
25 4.47 ** ** ** ** ** ** ** ** ** ** ** 25
26 4.41 ** ** ** ** ** ** ** ** ** ** ** 26
27 4.34 ** ** ** ** ** ** ** ** ** ** ** 27
28 4.41 ** ** ** ** ** ** ** ** ** ** ** 28
29 4.41 ** ** ** ** ** ** ** ** ** ** ** 29
30 4.07 ** ** **
** ** ** ** ** ** ** 30
31 3.35
** **
**
**
** **
31
TOTAL 125.25 3.35* ** ** ** ** ** ** ** ** ** **
MEAN 4.04 3.35* ** ** ** ** ** ** ** ** ** **
AC-FT 248.43 6.64* ** ** ** ** ** ** ** ** ** **
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

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


Highland Canal, Pine Creek

Highland Canal Diversion Description: Diversion consists of three 6' by 6' slide gates. The headgate is attached to the Fremont Lake Dam.1
Diversion Location:
Source: Pine Creek, Trib. West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 23-34-109
Conveyance Description: Open Channel Canal, approximately 22 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
02-21-1908 8238 Irrigation 5,177.34 73.49 73.49
08-10-1934 4944E Domestic, Irrigation, Stock

73.49 1,153.82 AF Secondary Supply from Fremont Lake Reservoir (4453R and 4465R) (335.00 acres served)
01-12-1944 5361E Irrigation, Stock 232.22 3.32 76.81
03-13-1950 5503E Irrigation, Stock 438.00 6.25 83.06

Storage Rights: Fremont Lake Reservoir.

Estimated Canal Losses: Considerable higher than typical (40%) losses are experienced in the higher reaches of the canal due to the porous nature of the soil. However, a majority of these losses are re-captured by the lower reaches of the canal.1

Irrigation Practices: Lands are flood irrigated.1

Crop Types / Consumptive Use: Less than 600 acres are alfalfa hay; remaining lands are native grass hay and pasture.1

Return Flows: Approximately 70% of the return flows are delivered to Pole Creek at Fall Creek, and 30% to West Fork New Fork River above Pole Creek.2

Other Operational Information: The canal is initially turned on in mid-April for stock water use. By approximately mid-May and lasting until mid-July, the canal experiences its highest flows. In mid-August (during haying), the canal is reduced again to stock-water flows. Typically, the canal is turned off by the first of November.1

Sources:
1) Murl Morris, Highland Canal Company, 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.

Highland Canal, Pine 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 55.50 3,412.56 158.37 9,423.67 116.16 7,142.40 35.69 2,194.49 14.19 844.36
1981 40.29 2,477.34 163.81 9,747.37 103.93 6,390.41 38.85 2,388.79

1982

138.82 8,230.61 146.05 8,980.26 43.56 2,678.40 22.92 1,363.83
1983

175.85 10,463.80 131.47 8,083.78 50.97 3,134.02

1984

120.34 7,160.73 80.46 4,947.29 20.22 1,243.28

1985 67.66 4,160.25 167.55 9,969.92 110.06 6,767.33 23.03 1,416.06 30.83 1,843.51
1986 19.60 1,205.26 208.53 12,408.60 98.84 6,077.36 35.03 2,154.05 29.17 1,735.54
1987

169.53 10,087.74 63.54 3,906.92 29.72 1,827.41

1988 62.64 3,851.31 195.53 11,635.04 87.03 5,351.40 28.81 1,771.24 16.85 1,002.84
1989 48.82 3,001.59 215.00 12,793.39 163.74 10,068.10 37.66 2,315.70 21.41 1,273.79
1990 73.97 4,548.10 191.57 11,399.01 160.65 9,877.69 37.65 2,314.71 41.53 2,471.40
1991 36.75 2,259.57 161.87 9,631.74 116.68 7,174.21 36.45 2,241.32 48.37 2,878.02
1992 122.26 7,517.36 177.63 10,569.92 100.19 6,160.66 39.45 2,425.79 34.73 2,066.78
1993 37.84 2,326.61 184.13 10,956.69 145.39 8,939.50 40.13 2,467.44 57.77 3,437.36
1994 128.28 7,887.91 212.77 12,660.50 111.19 6,837.02 24.61 1,513.39 21.70 1,291.24
1995 53.29 3,276.69 167.70 9,978.84 133.81 8,227.44 70.26 4,320.00 74.03 4,405.29
1996 65.67 4,037.89 227.34 13,527.67 132.77 8,163.71 54.04 3,322.79 35.51 2,112.99
1997 65.28 4,013.91 30.79 1,832.13 94.33 5,800.13 46.42 2,854.25 63.09 3,754.12
1998 71.24 4,380.38 150.43 8,951.21 141.83 8,720.79 36.83 2,264.59 46.44 2,763.37

Averages: 63.27 3,890.45 169.32 10,075.19 117.80 7,242.97 38.39 2,360.41 37.24 2,211.70
Figures in italics are computed by USGS gaging station #09196960 (Highland Ditch near Pinedale, WY) records.
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: 5/13, turned on; 5/14, 16 cfs; 5/16, 36 cfs; 5/20, 34 cfs; 5/21, 100 cfs; 5/24, 110 cfs; 5/27, 164 cfs; 6/4, 110 cfs; 6/9, 110 cfs; 6/10, 135 cfs; 6/11, 164 cfs; 6/13, 190 cfs; 6/17, 180 cfs; 6/24, 180 cfs; 6/26, 180 cfs; 6/30, 164 cfs; 7/3, 180 cfs; 7/7, 156 cfs; 7/14, 156 cfs; 7/21, 78 cfs; 7/25, 63 cfs; 7/29, 53 cfs; 8/1, 50 cfs; 8/4, 50 cfs; 8/7, 50 cfs; 8/11, 36 cfs; 8/13, 34 cfs; 8/20, 34 cfs; 9/4, 17 cfs; 9/17, 17 cfs; 9/26, 16 cfs.

1981: 5/14, 9 cfs; 5/18, 34 cfs; 5/28, 95 cfs; 6/1, 164 cfs; 6/9, 164 cfs; 6/15, 154 cfs; 6/18, 170 cfs; 6/26, 164 cfs; 7/8, 170 cfs; 7/15, 102 cfs; 7/21, 78 cfs; 7/23, 62 cfs; 7/24, 51 cfs; 7/30, 41 cfs; 8/6, 33 cfs; 8/11, 40 cfs; 8/26, 31 cfs.

1982: 5/24, 42 cfs; 5/25, 71 cfs; 5/28, 70 cfs; 6/2, 100 cfs; 6/7, 107 cfs; 6/9, 100 cfs; 6/14, 105 cfs; 6/17, 152 cfs; 6/22, 175 cfs; 6/24, 185 cfs; 6/28, 175 cfs; 6/30, 180 cfs; 7/6, 175 cfs; 7/14, 175 cfs; 7/19, 165 cfs; 8/2, 42 cfs; 8/29, 45 cfs; 9/6, 35 cfs; 9/20, 36 cfs.

1983: 5/24, 10 cfs (est); 5/31, 80 cfs; 6/6, 1 35 cfs; 6/13, 193 cfs; 6/22, 197 cfs; 6/30, 205 cfs; 7/5, 197 cfs; 7/11, 220 cfs; 7/19, 43 cfs; 7/27, 92 cfs; 8/19, 40 cfs; 9/6, 34 cfs.

1984: 5/21, off; 5/25, 18 cfs; 5/30, 81 cfs; 6/9, 105 cfs; 6/12, 95 cfs; 6/15, 99 cfs; 6/18, 115 cfs; 6/20, 142 cfs; 6/25, 162 cfs; 7/2, 141 cfs; 7/9, 130 cfs; 7/16, 95 cfs; 7/23, 23 cfs; 8/21, 20 cfs (est); 10/4, 10 cfs (est).

1985: 5/13, 42.4 cfs; 5/22, 37 cfs; 5/30, 169 cfs; 6/27, 135 cfs; 7/16, 90 cfs; 7/30, 45 cfs; 8/12, 20.5 cfs; 8/28, 10 cfs (est); 9/5, 17 cfs (est); 9/17, 16 cfs (est). (USGS figures used.)

1986: 6/28, 105 cfs. (USGS figures used.)

1987: 5/18, 153 cfs; 5/22, 174 cfs; 6/18, 181 cfs; 6/23, 164 cfs; 7/1, 132 cfs; 7/9, 79 cfs; 7/23, 36 cfs; 8/28, 33 cfs.

1993-1995: Data Recorder Installed. See attached sheets.

1996: 5/10, 10.0 cfs (est); 5/14, 25.0 cfs (est); 6/11, 287 cfs; 6/15, 216 cfs; 6/17, 220 cfs; 6/21, 204 cfs; 6/24, 220 cfs; 6/25, 220 cfs; 7/1, 204 cfs; 7/3, 235 cfs; 7/8, 185 cfs; 7/15, 167 cfs; 7/23, 61.8 cfs; 7/25, 60.6 cfs; 7/29, 49.1 cfs; 8/1, 42.8 cfs; 8/6, 42.8 cfs; 8/13, 42.8 cfs; 8/19, 78.6 cfs; 8/26, 60.6 cfs; 8/30, 45.8 cfs; 9/4, 60.6 cfs; 9/12, 42.8 cfs; 9/16, 42.8 cfs; 9/24, 35.2 cfs.

1997: 5/12, 45 cfs; 6/2, 163 cfs; 6/12, 270 cfs; 7/5, 122 cfs; 7/7, 126 cfs; 7/15, 118 cfs; 7/19, 97.2 cfs; 7/24, 44.5 cfs; 7/29, 46.4 cfs; 7/30, 51 cfs; 8/7, 44 cfs; 8/12, 44 cfs; 8/18, 45 cfs; 8/25, 44 cfs; 9/4, 65.6 cfs; 9/10, 65.6 cfs; 9/23, 65.6 cfs; 9/30, 65.6 cfs.

1998: Data Recorder Installed. (USGS figures used.)

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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


1993
May June July Aug. Sept.
1
163.0 174.0 78.0 63.0
2
186.0 175.0 78.0 63.0
3
192.0 154.0 78.0 63.0
4
192.0 124.0 78.0 63.0
5
161.0 125.0 45.0 64.0
6
145.0 125.0 35.0 63.0
7
140.0 127.0 40.0 64.0
8
130.0 126.0 40.0 64.0
9
161.0 141.0 40.0 64.0
10
182.0 174.0 38.0 64.0
11
187.0 173.0 33.0 64.0
12
192.0 172.0 28.0 65.0
13
199.0 173.0 28.0 64.0
14
201.0 173.0 28.0 65.0
15 23.0 208.0 172.0 28.0 65.0
16 39.0 216.0 173.0 29.0 65.0
17 36.0 206.0 172.0 32.0 65.0
18 41.0 193.0 173.0 28.0 65.0
19 48.0 192.0 172.0 30.0 65.0
20 49.0 194.0 171.0 31.0 64.0
21 50.0 197.0 171.0 31.0 64.0
22 50.0 202.0 168.0 31.0 64.0
23 56.0 200.0 151.0 31.0 56.0
24 67.0 197.0 140.0 31.0 39.0
25 79.0 188.0 140.0 30.0 39.0
26 88.0 184.0 116.0 30.0 39.0
27 94.0 186.0 101.0 30.0 38.0
28 96.0 189.0 101.0 36.0 38.0
29 111.0 195.0 101.0 46.0 38.0
30 118.0 182.0 101.0 46.0 38.0
31 136.0
89.0 57.0
CFS days 1181.00 5560.00 4548.00 1244.00 1735.00
Average (cfs) 38.10 185.33 146.71 40.13 57.83

1994
May June July Aug. Sept.
1 0.4 247.0 186.0 29.0 24.0
2 0.4 245.0 183.0 27.0 24.0
3 23.0 240.0 181.0 23.0 23.0
4 48.0 237.0 178.0 23.0 23.0
5 49.0 242.0 175.0 23.0 23.0
6 52.0 245.0 172.0 23.0 23.0
7 48.0 248.0 169.0 23.0 22.0
8 66.0 248.0 166.0 23.0 22.0
9 80.0 242.0 163.0 23.0 22.0
10 81.0 236.0 160.0 22.0 22.0
11 83.0 231.0 161.0 22.0 22.0
12 86.0 227.0 178.0 22.0 21.0
13 89.0 227.0 169.0 22.0 21.0
14 94.0 229.0 141.0 22.0 22.0
15 96.0 226.0 138.0 22.0 22.0
16 117.0 202.0 136.0 22.0 21.0
17 129.0 201.0 77.0 20.0 21.0
18 138.0 199.0 55.0 35.0 21.0
19 155.0 198.0 70.0 35.0 21.0
20 154.0 199.0 69.0 35.0 21.0
21 167.0 201.0 68.0 35.0 21.0
22 180.0 203.0 68.0 24.0 21.0
23 194.0 209.0 67.0 15.0 21.0
24 204.0 193.0 67.0 21.0 21.0
25 206.0 164.0 66.0 25.0 21.0
26 212.0 163.0 38.0 25.0 21.0
27 237.0 162.0 30.0 25.0 21.0
28 248.0 161.0 29.0 25.0 21.0
29 244.0 170.0 29.0 24.0 21.0
30 242.0 188.0 29.0 24.0 21.0
31 244.0
29.0 24.0
CFS days 3966.80 6383.00 3447.00 763.00 651.00
Average (cfs) 127.96 212.77 111.19 24.61 21.70

1995
May June July Aug. Sept.
1 16 83 220 69 72
2 15 97 215 69 87
3 15 107 195 69 90
4 33 119 185 69 89
5 43 133 183 70 89
6 43 150 181 70 88
7 42 146 182 71 88
8 39 148 186 71 78
9 39 154 193 71 58
10 39 150 197 71 41
11 39 146 199 71 58
12 39 141 195 71 78
13 39 150 153 71 78
14 38 167 129 72 77
15 37 173 145 63 77
16 37 170 159 72 76
17 46 179 150 72 75
18 66 178 140 72 75
19 78 176 117 71 75
20 77 179 92 71 74
21 76 179 72 71 73
22 76 181 45 71 73
23 77 185 57 71 72
24 75 189 67 71 71
25 74 210 66 70 70
26 77 221 71 70 69
27 79 230 71 70 69
28 77 227 71 70 68
29 76 229 71 70 67
30 73 234 71 69 66
31 72
70 69
CFS days 1652.00 5031.00 4148.00 2178.00 2221.00
Average (cfs) 53.29 167.70 133.81 70.26 74.03

1998
May June July Aug. Sept.
1 45.8 145 200 39.8 49.6
2 46.3 151 209 39.3 49.6
3 46.8 157 209 38.7 49.6
4 47.4 149 209 38.2 49.0
5 47.9 153 209 37.7 48.5
6 48.5 153 209 37.3 47.9
7 49.6 148 209 36.3 47.4
8 55.7 146 181 36.3 46.8
9 59.5 142 167 35.9 46.3
10 65.5 139 149 36.3 45.8
11 71.6 140 124 35.9 45.8
12 72.8 145 110 35.9 45.2
13 71.6 151 110 35.9 44.7
14 71.6 157 153 35.9 47.9
15 72.2 160 173 35.9 55.1
16 71.6 164 172 35.9 54.6
17 70.4 155 162 35.4 52.4
18 71.0 146 157 35.4 52.4
19 70.4 142 156 35.4 54.6
20 69.2 145 156 34.4 54.0
21 67.9 146 154 34.0 53.5
22 68.5 147 152 34.4 48.5
23 68.5 157 152 34.0 43.6
24 67.9 165 73.4 33.5 43.1
25 67.9 158 49.0 25.3 43.1
26 67.3 148 65.5 24.6 39.3
27 74.1 148 71.6 24.2 34.4
28 106 152 71.0 50.1 34.0
29 120 152 69.8 50.1 33.5
30 135 152 63.1 50.1 33.0
31 140
51.2 49.6
CFS days 2208.50 4513.00 4396.60 1141.70 1393.20
Average (cfs) 71.24 150.43 141.83 36.83 46.44


High Line Ditch, Lake Creek

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

Diversion Location:
Source: Lake Creek, Trib. Willow Creek, Trib. West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 19, 35, 109

Conveyance Description: Open Channel Canal, approximately 8 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
07-29-1910 10038 Domestic, Irrigation, Stock 332.00 4.75 4.75
10-21-1912 2710E Domestic, Irrigation 785.00 11.20 15.95
09-10-1930 4712E Irrigation 261.00 3.72 19.67

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 West Fork New Fork River at Willow 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.

High Line Ditch, Lake Creek, Diversion Data

Data:

1993: 6/23, 58.00 cfs.

1994: 6/18, 44.00 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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


Jenkins Ditch, West Fork New Fork River

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

Diversion Location:
Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 5, 35, 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
11-11-1903 5855 Irrigation


41.70 AF Secondary Supply stored in New Fork Lake Reservoir (480Res) (30.00 acres served)
11-11-1903 4859E Irrigation


313.03 AF Secondary Supply stored in New Fork Lake Reservoir (480Res) (225.20 acres served)
11-11-1903 5515E Irrigation


854.85 AF Secondary Supply stored in New Fork Lake Reservoir (480Res) (615.00 acres served)
02-06-1911 12239 Domestic, Irrigation 1550.00 22.14 22.14
06-11-1929 4829E Irrigation 188.50 2.68 24.82
11-10-1953 5701E Irrigation, Stock 200.00 2.85 27.67

Storage Rights: New Fork Lake Reservoir.

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 Duck Creek at Kitchen and Sunset Reservoir.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.

Jenkins Ditch, West Fork New Fork 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 0.41 25.15 23.78 1,414.99 22.63 1,391.25 1.62 99.65 2.45 146.08
1985

22.13 1,317.02 12.08 742.87 1.36 83.83 5.50 326.98
1986

21.94 1,305.42 13.69 841.49 0.18 10.89

1987 8.00 491.98 18.10 1,077.30 9.69 595.68 0.59 36.44 1.34 79.60
1988 0.93 56.99







1989









1990 2.27 139.58 2.22 132.10 1.60 98.38



1991









1992









1993









1994









1995









1996









1997









1998










Averages: 2.90 178.42 17.64 1,049.37 11.94 733.93 0.94 57.70 3.10 184.22
Data in italics from USGS gaging station 007105.00, 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 for Ulrica Ditch Included in Total

Data:

1990: 5/15, 5.5 cfs; 6/7, 1.8 cfs (est); 7/18, 3.2 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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

JENKINS DITCH STATION NO. 0077105.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
SE1/4NE1/4 SECTION 20 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7485.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1984
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 5.87 30.20 2.52 0.72 1
2 ** ** ** ** ** ** ** ** 8.62 30.20 1.43 0.19 2
3 ** ** ** ** ** ** ** ** 18.60 30.20 0.78 0.09 3
4 ** ** ** ** ** ** ** ** 24.20 30.50 0.27 0.09 4
5 ** ** ** ** ** ** ** ** 23.80 31.00 1.63 0.11 5
6 ** ** ** ** ** ** ** ** 25.80 31.00 0.94 5.44 6
7 ** ** ** ** ** ** ** ** 25.20 31.30 0.30 4.54 7
8 ** ** ** ** ** ** ** ** 24.50 31.50 0.11 3.46 8
9 ** ** ** ** ** ** ** ** 24.20 31.50 0.65 1.91 9
10 ** ** ** ** ** ** ** ** 24.70 31.80 1.20 1.63 10
11 ** ** ** ** ** ** ** ** 25.20 33.10 1.74 1.53 11
12 ** ** ** ** ** ** ** ** 24.00 32.00 2.29 1.43 12
13 ** ** ** ** ** ** ** ** 23.60 29.20 2.83 0.78 13
14 ** ** ** ** ** ** ** ** 23.40 29.00 2.83 0.49 14
15 ** ** ** ** ** ** ** 0.00 23.80 29.20 1.68 0.20 15
16 ** ** ** ** ** ** ** 0.00 26.10 28.20 0.26 1.43 16
17 ** ** ** ** ** ** ** 0.00 25.60 28.20 0.12 5.04 17
18 ** ** ** ** ** ** ** 0.00 25.20 28.50 0.11 4.66 18
19 ** ** ** ** ** ** ** 0.00 23.80 27.00 0.98 4.54 19
20 ** ** ** ** ** ** ** 0.00 23.80 25.40 1.12 4.66 20
21 ** ** ** ** ** ** ** 0.00 24.00 25.60 0.36 4.66 21
22 ** ** ** ** ** ** ** 0.00 25.40 25.80 0.09 3.46 22
23 ** ** ** ** ** ** ** 0.00 25.40 24.50 0.09 3.86 23
24 ** ** ** ** ** ** ** 0.00 25.40 16.20 3.27 3.36 24
25 ** ** ** ** ** ** ** 0.00 25.40 2.67 3.00 3.00 25
26 ** ** ** ** ** ** ** 0.00 25.40 2.35 3.00 3.00 26
27 ** ** ** ** ** ** ** 0.00 25.80 1.43 5.04 2.60 27
28 ** ** ** ** ** ** ** 2.52 28.20 1.80 3.56 2.37 28
29 ** ** ** ** ** ** ** 2.52 28.70 1.09 3.27 2.23 29
30 ** ** ** **
** ** 3.56 29.70 0.49 2.67 2.17 30
31 **
** **
**
4.08
0.49 2.10
31
TOTAL ** ** ** ** ** ** ** 12.68* 713.39 701.42 50.24 73.65
MEAN ** ** ** ** ** ** ** .75* 23.78 22.63 1.62 2.46
AC-FT ** ** ** ** ** ** ** 25.15* 1414.99 1391.25 99.65 146.08
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

JENKINS DITCH STATION NO. 0077105.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
SE1/4NE1/4 SECTION 20 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7485.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1985
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 1.91 ** ** ** ** ** ** ** 13.19 1.47 0.85 6.14 1
2 1.91 ** ** ** ** ** ** ** 18.18 4.58 1.13 3.88 2
3 1.63 ** ** ** ** ** ** ** 23.47 12.22 2.99 1.80 3
4 1.48 ** ** ** ** ** ** ** 21.61 25.68 4.86 1.92 4
5 1.38 ** ** ** ** ** ** ** 22.07 26.97 0.45 2.32 5
6 1.29 ** ** ** ** ** ** ** 24.44 25.68 0.31 0.45 6
7 1.21 ** ** ** ** ** ** ** 25.94 24.69 0.08 0.22 7
8 1.05 ** ** ** ** ** ** ** 25.94 25.94 0.14 0.26 8
9 0.98 ** ** ** ** ** ** ** 26.71 23.95 0.33 0.22 9
10 1.01 ** ** ** ** ** ** ** 25.68 23.24 1.13 0.13 10
11 1.01 ** ** ** ** ** ** ** 23.24 22.30 1.38 0.64 11
12 1.05 ** ** ** ** ** ** ** 23.24 22.53 0.64 6.51 12
13 1.01 ** ** ** ** ** ** ** 23.95 22.07 0.38 3.00 13
14 1.01 ** ** ** ** ** ** ** 24.20 22.30 0.38 2.48 14
15 1.01 ** ** ** ** ** ** ** 24.20 22.07 0.38 2.48 15
16 1.01 ** ** ** ** ** ** ** 24.20 22.07 0.12 3.82 16
17 2.83 ** ** ** ** ** ** ** 26.97 21.61 0.00 0.00 17
18 2.92 ** ** ** ** ** ** ** 24.44 4.86 0.00 0.00 18
19 3.09 ** ** ** ** ** ** ** 24.93 1.13 0.52 11.29 19
20 3.46 ** ** ** ** ** ** ** 25.43 0.56 0.00 16.61 20
21 3.76 ** ** ** ** ** ** 2.48 25.68 0.26 0.00 14.16 21
22 3.76 ** ** ** ** ** ** 2.48 26.19 9.67 0.00 11.14 22
23 3.86 ** ** ** ** ** ** 2.48 26.45 0.33 0.00 11.29 23
24 3.86 ** ** ** ** ** ** 3.82 26.97 1.47 0.00 11.29 24
25 3.76 ** ** ** ** ** ** 11.75 21.84 0.56 0.00 11.29 25
26 3.76 ** ** ** ** ** ** 11.60 23.47 0.92 0.00 10.80 26
27 ** ** ** ** ** ** ** 11.44 23.00 0.92 0.00 8.17 27
28 ** ** ** ** ** ** ** 11.29 15.65 0.92 0.08 8.17 28
29 ** ** ** **
** ** 11.29 1.80 1.13 10.80 7.72 29
30 ** ** ** **
** ** 13.36 0.92 1.38 8.17 6.65 30
31 **
** **
**
13.03
1.05 6.89
31
TOTAL 55.01* ** ** ** ** ** ** 95.02* 664.00 374.53 42.01 164.85
MEAN 2.12* ** ** ** ** ** ** 8.64* 22.13 12.08 1.36 5.50
AC-FT 109.11* ** ** ** ** ** ** 188.47* 1317.02 742.87 83.33 326.98
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

JENKINS DITCH STATION NO. 0077105.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
SE1/4NE1/4 SECTION 20 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7485.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1986
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 7.72 0.22 ** ** ** ** ** ** 13.29 31.37 0.95 ** 1
2 2.48 0.18 ** ** ** ** ** ** 14.04 31.04 1.02 ** 2
3 0.48 0.13 ** ** ** ** ** ** 14.04 31.37 1.16 ** 3
4 0.02 ** ** ** ** ** ** ** 13.66 32.69 0.32 ** 4
5 0.02 ** ** ** ** ** ** ** 14.04 29.45 0.19 ** 5
6 0.06 ** ** ** ** ** ** ** 14.62 19.35 0.08 ** 6
7 2.48 ** ** ** ** ** ** ** 17.97 19.59 0.08 ** 7
8 1.21 ** ** ** ** ** ** ** 17.31 19.83 0.07 ** 8
9 0.64 ** ** ** ** ** ** ** 16.87 19.59 0.60 ** 9
10 0.04 ** ** ** ** ** ** ** 19.83 19.35 0.15 ** 10
11 0.02 ** ** ** ** ** ** ** 18.20 18.65 0.10 ** 11
12 0.19 ** ** ** ** ** ** ** 24.46 18.43 0.05 ** 12
13 5.15 ** ** ** ** ** ** ** 24.74 18.43 0.05 ** 13
14 1.21 ** ** ** ** ** ** ** 25.86 18.43 0.05 ** 14
15 0.48 ** ** ** ** ** ** ** 24.46 18.43 0.37 ** 15
16 0.06 ** ** ** ** ** ** ** 24.19 17.31 0.14 ** 16
17 0.01 ** ** ** ** ** ** ** 23.64 17.31 0.06 ** 17
18 0.01 ** ** ** ** ** ** ** 23.64 17.09 0.05 ** 18
19 0.01 ** ** ** ** ** ** ** 23.11 13.11 ** ** 19
20 0.11 ** ** ** ** ** ** ** 23.37 5.42 ** ** 20
21 1.58 ** ** ** ** ** ** ** 25.58 3.08 ** ** 21
22 0.60 ** ** ** ** ** ** ** 25.30 1.02 ** ** 22
23 0.48 ** ** ** ** ** ** ** 26.15 1.09 ** ** 23
24 0.18 ** ** ** ** ** ** 0.56 27.03 0.64 ** ** 24
25 0.02 ** ** ** ** ** ** 0.36 27.32 0.45 ** ** 25
26 0.01 ** ** ** ** ** ** 0.27 26.73 0.42 ** ** 26
27 0.01 ** ** ** ** ** ** 0.68 27.03 0.39 ** ** 27
28 0.45 ** ** ** ** ** ** 1.32 27.32 0.25 ** ** 28
29 2.32 ** ** **
** ** 3.46 27.03 0.22 ** ** 29
30 0.85 ** ** **
** ** 3.66 27.32 0.16 ** ** 30
31 0.48
** **
**
12.93
0.29 **
31
TOTAL 29.38 .53* ** ** ** ** ** 23.24* 658.15 424.25 5.49* **
MEAN 0.95 .18* ** ** ** ** ** 2.91* 21.94 13.69 .31* **
AC-FT 58.27 1.05* ** ** ** ** ** 46.10* 1305.42 841.49 10.89* **
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

JENKINS DITCH STATION NO. 0077105.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
SE1/4NE1/4 SECTION 20 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7485.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1987
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 18.05 19.42 2.96 0.01 1
2 ** ** ** ** ** ** ** ** 17.38 19.42 2.60 0.29 2
3 ** ** ** ** ** ** ** ** 17.16 3.52 0.46 1.98 3
4 ** ** ** ** ** ** ** ** 17.16 1.13 0.38 1.98 4
5 ** ** ** ** ** ** ** ** 17.16 0.63 0.42 1.98 5
6 ** ** ** ** ** ** ** ** 17.16 0.42 0.52 1.87 6
7 ** ** ** ** ** ** ** ** 17.38 19.19 0.50 1.77 7
8 ** ** ** ** ** ** ** ** 17.82 21.08 0.52 1.66 8
9 ** ** ** ** ** ** ** ** 19.42 19.42 0.46 1.66 9
10 ** ** ** ** ** ** ** ** 19.42 20.84 0.42 1.66 10
11 ** ** ** ** ** ** ** ** 18.50 20.12 0.52 1.51 11
12 ** ** ** ** ** ** ** ** 18.50 19.89 0.32 1.29 12
13 ** ** ** ** ** ** ** 3.52 18.50 19.89 0.99 1.29 13
14 ** ** ** ** ** ** ** 9.02 18.50 19.19 0.50 1.29 14
15 ** ** ** ** ** ** ** 14.61 16.94 19.19 0.99 1.29 15
16 ** ** ** ** ** ** ** 4.66 3.36 18.96 0.00 1.29 16
17 ** ** ** ** ** ** ** 4.87 1.98 19.19 0.00 1.29 17
18 ** ** ** ** ** ** ** 5.31 25.60 17.82 0.20 1.29 18
19 ** ** ** ** ** ** ** 7.10 23.04 13.79 0.00 1.29 19
20 ** ** ** ** ** ** ** 14.00 20.60 0.80 0.00 1.29 20
21 ** ** ** ** ** ** ** 12.42 20.60 0.23 0.00 1.29 21
22 ** ** ** ** ** ** ** 12.62 20.12 0.23 0.74 1.21 22
23 ** ** ** ** ** ** ** 11.86 20.36 0.13 0.50 1.17 23
24 ** ** ** ** ** ** ** 13.20 20.60 0.32 0.74 1.13 24
25 ** ** ** ** ** ** ** 19.42 20.60 2.09 1.29 1.13 25
26 ** ** ** ** ** ** ** 20.12 20.36 1.87 0.74 1.13 26
27 ** ** ** ** ** ** ** 20.60 18.96 1.21 0.63 1.13 27
28 ** ** ** ** ** ** ** 19.65 19.19 0.03 0.42 1.38 28
29 ** ** ** ** ** ** ** 18.96 19.30 0.00 0.32 1.29 29
30 ** ** ** **
** ** 18.05 19.42 0.15 0.23 1.29 30
31 **
** **
**
18.05
0.15 0.00
31
TOTAL ** ** ** ** ** ** ** 248.04* 543.14 300.32 18.37 40.13
MEAN ** ** ** ** ** ** ** 13.05* 18.10 9.69 0.59 1.34
AC-FT ** ** ** ** ** ** ** 491.98* 1077.30 595.68 36.44 79.60
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

JENKINS DITCH STATION NO. 0077105.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
SE1/4NE1/4 SECTION 20 TOWNSHIP 35 N, RANGE 110 W 6TH P.M.
ELEVATION 7485.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1988
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 1.29 1.13 ** ** ** ** ** 0.00 ** ** ** ** 1
2 1.29 ** ** ** ** ** ** 0.00 ** ** ** ** 2
3 1.21 ** ** ** ** ** ** 0.00 ** ** ** ** 3
4 0.86 ** ** ** ** ** ** 0.00 ** ** ** ** 4
5 0.01 ** ** ** ** ** ** 0.00 ** ** ** ** 5
6 4.35 ** ** ** ** ** ** 0.00 ** ** ** ** 6
7 2.34 ** ** ** ** ** ** 0.00 ** ** ** ** 7
8 2.34 ** ** ** ** ** ** 0.00 ** ** ** ** 8
9 2.34 ** ** ** ** ** ** 0.00 ** ** ** ** 9
10 2.34 ** ** ** ** ** ** 0.00 ** ** ** ** 10
11 2.34 ** ** ** ** ** ** 0.00 ** ** ** ** 11
12 2.09 ** ** ** ** ** ** 0.00 ** ** ** ** 12
13 2.21 ** ** ** ** ** ** 0.00 ** ** ** ** 13
14 2.13 ** ** ** ** ** ** 0.00 ** ** ** ** 14
15 1.98 ** ** ** ** ** ** 0.00 ** ** ** ** 15
16 1.98 ** ** ** ** ** ** 0.00 ** ** ** ** 16
17 1.98 ** ** ** ** ** ** 0.00 ** ** ** ** 17
18 1.87 ** ** ** ** ** ** 0.00 ** ** ** ** 18
19 1.87 ** ** ** ** ** ** 0.00 ** ** ** ** 19
20 2.09 ** ** ** ** ** ** 0.00 ** ** ** ** 20
21 1.06 ** ** ** ** ** ** 0.00 ** ** ** ** 21
22 1.13 ** ** ** ** ** ** 0.00 ** ** ** ** 22
23 0.92 ** ** ** ** ** ** 0.00 ** ** ** ** 23
24 0.80 ** ** ** ** ** ** 0.00 ** ** ** ** 24
25 1.47 ** ** ** ** ** ** 0.00 ** ** ** ** 25
26 1.56 ** ** ** ** ** ** 1.37 ** ** ** ** 26
27 1.56 ** ** ** ** ** ** 2.74 ** ** ** ** 27
28 1.56 ** ** ** ** ** ** 4.10 ** ** ** ** 28
29 1.56 ** ** ** ** ** ** 5.47 ** ** ** ** 29
30 1.47 ** ** **
** 0.00 6.84 ** ** ** ** 30
31 0.86
** **
**
8.21
** **
31
TOTAL 52.86 1.13* ** ** ** ** 0.00* 56.99 ** ** ** **
MEAN 1.71 1.13* ** ** ** ** 0.00* 0.93 ** ** ** **
AC-FT 104.85 2.24* ** ** ** ** 0.00* 56.99 ** ** ** **
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

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


Jorgensen Ditch, East Fork New Fork River

Diversion Description: Diversion consists of a single 18" slide gate. No diversion dam exists.1

Diversion Location:
Source: East Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 9, 31, 106

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

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
12-11-1897 1687 Irrigation 789.00 11.27 11.27
10-16-1901 730E Irrigation 220.00 3.14 14.41
02-14-1902 786E Irrigation 155.00 2.21 16.62
10-29-1921 4285E Irrigation 156.00 2.23 18.85

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 above East Fork 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.

Jorgensen Ditch, East Fork New Fork 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

7.84 466.51





1989









1990









1991









1992

17.61 1,047.87





1993





83.11 5,110.12

1994 27.53 1,692.75 21.51 1,279.93 12.67 779.05 1.40 86.08

1995 11.35 697.88 21.84 1,299.57 21.68 1,333.05 4.39 269.93 1.27 75.57
1996









1997









1998










Averages: 19.44 1,195.32 17.20 1,023.47 17.18 1,056.05 29.63 1,822.04 1.27 75.57
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: 7/6, 15 cfs.

1987: 5/14, 23.5 cfs; 7/14, off.

1988: 4/12, 0 cfs; 5/25, 0 cfs; 6/18, 8 cfs; 6/26, 10.1 cfs; 6/27, 16.6 cfs; 7/1, 14.2 cfs.

1989: 4/14, 3 cfs; 4/20, 0 cfs; 5/3, 8 cfs; 6/26, 10 cfs.

1990: 6/18, 15.0 cfs (est); 7/11, 8.0 cfs (est).

1992: 5/29, 20.00 cfs; 6/8, 15.00 cfs; 6/10, 18.00 cfs; 6/11, 18.50 cfs; 7/10, 17.00 cfs.

1993: 4/29, 5/3, off; 6/14, 37.80 cfs; 7/27, off; 9/2, 150 cfs.

1994: 5/3, 15.00 cfs; 5/23, 38.60 cfs; 6/19, 18.60 cfs; 6/20, 15.80 cfs; 7/18, 15.50 cfs; 8/4, off; 9/3, 3.00 cfs.

1995: 4/10, off; 4/18, 1.5 cfs (est); 4/26, 2.0 cfs; 5/24, 15.0 cfs; 6/26, 25.0 cfs; 7/6, 24.8 cfs; 7/17, 24 cfs; 8/16, 2.5 cfs; 8/30, off; 9/21, 3.5 cfs (est).

1996: 5/4, 2.0 cfs; 6/26, 27 cfs (est).

1997: 7/15, 12.1 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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


King Number 2 Ditch, Silver Creek

Diversion Description: Diversion consists of two 36" slide gates.1

Diversion Location:
Source: Silver Creek, Trib. East Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 24, 32, 107

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
12-12-1907 8111 Domestic, Irrigation, Stock 1,148.49 16.40 16.40

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 East Fork River at Cottonwood 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.

King Number 2 Ditch, Silver Creek, Diversion Data

Data:

1992: 6/25, 36.00 cfs; 7/10 30.00 cfs.

1994: 6/28, 26.0 cfs, 8/4. off; 9/15, 3.50 cfs.

1995: 4/10, off; 4/26, 7.0 cfs: 5/24, 12.5 cfs; 7/6, 30.0 cfs (est); 9/21, 3.5 cfs.

1996: 5/4, 3.5 cfs (est).

1997: 6/16, 50.8 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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


Lee Ditch / Pine Creek Number 1 Canal, Pine Creek

Diversion Description: Diversion consists of three 6' by 5' slide gates mounted on a concrete structure. A rock diversion dam exists.1

Diversion Location:
Source: Pine Creek, Trib. West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 28-34-109

Conveyance Description: Open Channel Canal, approximately 7 miles in length.1

Wyoming Water Rights Summary:

Priority Date
(M-D-Y)
Permit
Number
Permitted Use Acres Flow
(cfs)
Cumulative
Flow (cfs)
Comments
01-04-1898 1696 Irrigation 76.00 1.07 1.07
12-01-1898 392E Irrigation 245.00 3.50 4.57
02-25-1901 626E Irrigation 2,780.81 39.66 44.23
08-05-1901 692E Irrigation 58.00 0.82 45.05
05-13-1909 2038E Irrigation 122.00 1.74 46.79
08-10-1934 4951E Domestic, Irrigation, Stock

46.79 3,134.37 AF Secondary Supply from Fremont Lake Reservoir (4453R and 4465R) (910.00 acres served)
07-15-1949 5484E Domestic, Irrigation, Stock 318.00 4.55 51.34

Storage Rights: Fremont Lake Reservoir.

Estimated Canal Losses: No significant losses are experienced. In fact, minor gains are experienced from seepage of other ditches.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 West Fork New Fork River above Pole Creek.2

Other Operational Information: The canal is typically turned on the first of May and off the first of September.1

Sources:
1) Paul Hagenstein, Pine Creek Ditch Association, Inc., Interview, May 4, 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.

Lee Ditch / Pine Creek Number 1 Canal, Pine 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)
1974 47.08 2,895.07 84.57 5,032.06 82.03 5,043.63 14.52 892.56 18.96 1,128.20
1975

52.94 3,149.91 73.28 4,505.81 34.78 2,138.80 22.30 1,327.00
1976

69.63 4,143.07 75.09 4,617.32 16.39 1,007.60 17.35 1,032.40
1978 25.48 1,566.94 75.44 4,489.19 81.42 5,006.28 18.55 1,140.50 12.83 763.64
1980

19.00 1,130.58 14.63 899.56 43.60 2,680.86 9.30 553.39
1981

45.55 2,710.41 53.47 3,287.74 35.15 2,161.29

1982

72.24 4,298.58 71.11 4,372.38 38.43 2,362.97

1983

49.08 2,920.46 61.69 3,793.17 49.72 3,057.16

1984

62.15 3,698.18 43.45 2,671.64



1985 22.51 1,384.09 51.87 3,086.48 48.93 3,008.59 22.10 1,358.88

1986









1987 37.40 2,299.64 52.04 3,096.60 20.73 1,274.64



1988



38.54 2,369.73



1989









1990

26.39 1,570.31





1991

45.10 2,683.64





1992 24.54 1,508.91 39.43 2,346.25 29.78 1,831.10 17.76 1,092.02 12.30 731.90
1993

50.90 3,028.76 52.86 3,250.23 15.44 949.37 9.44 561.72
1994 11.54 709.57 34.95 2,079.67 41.18 2,532.06 26.60 1,635.57 10.73 638.48
1995 24.86 1,528.58 35.52 2,113.59 28.84 1,773.30 14.16 870.66 9.16 545.06
1996 13.73 844.22 71.78 4,271.21 69.58 4,278.31



1997

46.19 2,748.50 52.47 3,226.25



1998





38.30 2,354.98


Averages: 25.89 1,592.13 51.83 3,084.08 52.17 3,207.87 27.54 1,693.09 13.60 809.09
Data in italics from USGS gaging station 006050.00, 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: 5/16, 52 cfs. 5/28, off; 6/4, 9 cfs; 6/9, 32 cfs; 6/13, 62 cfs; 6/15, 51 cfs; 6/21, washed out; 7/18, turned on; 7/21, 32 cfs; 7/25, 36 cfs; 8/1, 41 cfs; 8/4, 41 cfs; 8/11, 36 cfs; 8/20, 55 cfs; 9/4, 32 cfs; 9/15, off; 9/17, off.

1981: 6/9, 44 cfs; 6/15, 52 cfs; 6/17, 62 cfs; 6/26, 74 cfs; 7/6, 60 cfs; 7/15, 52 cfs; 7/24, 53 cfs; 7/30, 41 cfs; 8/6, 40 cfs; 8/11, 38 cfs; 8/29, 39 cfs.

1982: 5/24, 56 cfs; 6/2, 63 cfs; 6/9, 55 cfs; 6/17, 80 cfs; 6/18, 86 cfs; 6/24, 86 cfs; 6/29, 75 cfs; 7/9, 75 cfs; 7/14, 75 cfs; 7/19, 75 cfs; 8/2, 55 cfs; 9/6, 15 cfs.

1983: 5/24, off; 5/31, 15 cfs; 6/22, 65 cfs; 6/27, 68 cfs; 7/5, 72 cfs; 7/11, 67 cfs; 7/19, 56 cfs; 7/27, 55 cfs; 8/19, 56 cfs; 9/6, 16 cfs.

1984: 5/21, 29 cfs; 5/30, 58 cfs; 6/9, 58 cfs; 6/12, 43 cfs; 6/18, 80 cfs; 6/27, 80 cfs; 7/9, 76 cfs; 7/16, 71 cfs; 7/23, 80 cfs; 10/4, 6 cfs.

1985: 5/13, off; 5/22, 46.9 cfs; 6/6, 52.2 cfs; 7/16, 51.5 cfs; 7/30, 42.5 cfs; 8/7, 40 cfs; 8/28, 23 cfs; 9/5, 19 cfs.

1987: 5/13, 37.3 cfs; 5/19, 69.9 cfs; 6/3, 57.3 cfs; 7/16, 39.8 cfs.

1988: 6/28, 62 cfs; 7/5, 54 cfs; 7/14, 44 cfs; 7/18, 33 cfs; 7/27, 23 cfs; 8/1, 26 cfs; 8/4, 25 cfs; 8/8, 30 cfs.

1990: 5/17, 48.5 cfs; 5/24, 57.3 cfs; 6/13, 22.2 cfs; 7/12, 22.1 cfs.

1991: 6/13, 70.2 cfs; 7/3, 81.25 cfs.

1992: 5/6, 0.00 cfs; 5/27, 50.00 cfs; 6/3, 42.00 cfs; 6/16, 40.00 cfs; 7/17, 30.00 cfs; 8/21, 15.00 cfs; 9/4, 15.00 cfs; 9/28, 12.00 cfs.

1993: 5/17, off; 5/28, 35.80 cfs; 7/5, 66.00 cfs; 7/7, 68.00 cfs; 8/16, 10.00 cfs; 8/23, 10.50 cfs; 9/20, 10.00 cfs; 9/23, 10.00 cfs; 9/25, 10.00 cfs; 9/29, 10.00 cfs.

1994: 5/2, 5/4, 5/9, 5/12, off; 5/24, 25.00 cfs; 6/14, 30.00 cfs; 6/16, 35.00 cfs; 6/24, 42.60 cfs; 7/6, 45.00 cfs; 7/20, 43.00 cfs; 8/1, 30.00 cfs; 8/11, 25.00 cfs; 8/22, 30.00 cfs; 9/8, 12.00 cfs; 9/20, 20.00 cfs; 9/21, 20.00 cfs.

1995: 4/3, 4/30, off; 5/1, 20 cfs; 5/7, 23.0 cfs; 5/13, 24.5 cfs; 5/25, 25.0 cfs; 6/3, 35.0 cfs; 6/9, 35.0 cfs; 6/24, 38.2 cfs; 7/1, 30 cfs (est); 7/31, 28.0 cfs; 8/2, 12.5 cfs (est); 8/24, 15.0 cfs; 9/5, 15.0 cfs; 9/22, 10.28 cfs.

1996: 5/10, off; 5/14, 4.5 cfs (est); 6/25, 91.5 cfs; 7/8, 95 cfs; 7/25, 45 cfs (est); 8/13, 40.0 cfs (est).

1997: 6/12, 90 cfs (est); 7/7, 45.1 cfs; 7/30, 70 cfs (est).

1998: 5/25, 36.75 cfs; 7/29, 53.1 cfs; 9/3, 24.3 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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

LEE DITCH OR PINE CREEK NO 1 DITCH BY PINEDALE STATION NO. 006050.00
LATITUDE 42-53-17 LONGITUDE 109-52-11
SW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M.
ELEVATION 7210.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P)

MEAN DAILY FLOW IN CFS BY WATER YEAR
1974
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 76.00 82.00 12.00 18.00 1
2 ** ** ** ** ** ** ** ** 76.00 81.00 12.00 18.00 2
3 ** ** ** ** ** ** ** ** 78.00 80.10 12.00 18.00 3
4 ** ** ** ** ** ** ** ** 80.00 79.00 12.00 18.00 4
5 ** ** ** ** ** ** ** ** 82.00 78.00 12.00 18.00 5
6 ** ** ** ** ** ** ** ** 84.00 77.00 12.00 19.00 6
7 ** ** ** ** ** ** ** ** 86.00 76.00 12.00 19.00 7
8 ** ** ** ** ** ** ** 30.00 86.00 75.00 12.00 19.00 8
9 ** ** ** ** ** ** ** 30.00 86.00 74.00 12.00 19.00 9
10 ** ** ** ** ** ** ** 36.70 86.00 73.00 12.00 19.00 10
11 ** ** ** ** ** ** ** 43.50 86.00 72.00 12.00 19.00 11
12 ** ** ** ** ** ** ** 48.70 86.00 71.00 12.00 19.00 12
13 ** ** ** ** ** ** ** 57.70 86.00 69.00 12.00 19.00 13
14 ** ** ** ** ** ** ** 58.00 86.00 67.00 12.00 19.00 14
15 ** ** ** ** ** ** ** 59.00 86.00 64.40 12.00 19.00 15
16 ** ** ** ** ** ** ** 60.00 86.00 62.00 12.00 19.00 16
17 ** ** ** ** ** ** ** 61.00 86.00 61.00 12.00 19.00 17
18 ** ** ** ** ** ** ** 62.00 86.00 49.00 12.00 19.00 18
19 ** ** ** ** ** ** ** 63.00 86.00 57.00 18.00 19.00 19
20 ** ** ** ** ** ** ** 66.00 86.00 55.00 18.00 19.00 20
21 ** ** ** ** ** ** ** 66.00 86.00 12.00 18.00 19.00 21
22 ** ** ** ** ** ** ** 66.00 86.00 12.00 18.00 19.00 22
23 ** ** ** ** ** ** ** 66.00 86.00 12.00 18.00 19.00 23
24 ** ** ** ** ** ** ** 66.00 86.00 12.00 18.00 19.00 24
25 ** ** ** ** ** ** ** 68.00 86.00 12.00 18.00 19.00 25
26 ** ** ** ** ** ** ** 72.00 86.00 12.00 18.00 19.00 26
27 ** ** ** ** ** ** ** 76.00 86.00 12.00 18.00 19.80 27
28 ** ** ** ** ** ** ** 76.00 86.00 12.00 18.00 20.00 28
29 ** ** ** **
** ** 76.00 86.00 12.00 18.00 20.00 29
30 ** ** ** **
** ** 76.00 83.00 12.00 18.00 20.00 30
31 **
** **
**
76.00
12.00 18.00
31
TOTAL ** ** ** ** ** ** ** 1459.60* 2537.00 1534.50 450.00 568.80
MEAN ** ** ** ** ** ** ** 60.82* 84.57 49.50 14.52 18.96
AC-FT ** ** ** ** ** ** ** 2895.07* 5032.06 3043.63 892.56 1128.20
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

LEE DITCH OR PINE CREEK NO 1 DITCH BY PINEDALE STATION NO. 006050.00
LATITUDE 42-53-17 LONGITUDE 109-52-11
SW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M.
ELEVATION 7210.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500
SUBLETTE COUNTY 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 20.00 ** ** ** ** ** ** ** 40.00 80.50 57.00 22.80 1
2 20.00 ** ** ** ** ** ** ** 42.00 80.00 56.00 22.50 2
3 20.00 ** ** ** ** ** ** ** 44.00 81.00 56.00 21.00 3
4 20.10 ** ** ** ** ** ** ** 46.00 81.00 55.20 20.50 4
5 20.00 ** ** ** ** ** ** ** 44.00 81.00 55.00 20.10 5
6 20.00 ** ** ** ** ** ** ** 44.00 81.00 34.90 20.50 6
7 20.00 ** ** ** ** ** ** ** 46.00 81.00 32.00 20.50 7
8 20.00 ** ** ** ** ** ** ** 48.00 81.38 30.00 22.00 8
9 19.00 ** ** ** ** ** ** ** 51.00 81.00 29.00 22.00 9
10 19.00 ** ** ** ** ** ** ** 54.00 81.00 30.00 25.75 10
11 18.00 ** ** ** ** ** ** ** 58.00 81.00 31.00 25.00 11
12 18.00 ** ** ** ** ** ** ** 58.18 79.00 31.80 23.00 12
13 18.00 ** ** ** ** ** ** ** 53.00 79.00 32.00 23.00 13
14 18.00 ** ** ** ** ** ** ** 48.00 78.00 32.00 22.00 14
15 16.00 ** ** ** ** ** ** ** 43.00 77.00 32.50 22.50 15
16 16.00 ** ** ** ** ** ** ** 29.00 75.00 33.00 22.50 16
17 16.00 ** ** ** ** ** ** ** 32.00 74.50 34.00 22.50 17
18 15.00 ** ** ** ** ** ** ** 36.00 72.00 34.90 22.50 18
19 14.00 ** ** ** ** ** ** ** 40.00 71.00 34.00 22.50 19
20 14.00 ** ** ** ** ** ** ** 44.00 70.00 32.00 22.50 20
21 ** ** ** ** ** ** ** ** 49.00 69.00 32.00 22.50 21
22 ** ** ** ** ** ** ** ** 54.00 69.00 32.00 22.50 22
23 ** ** ** ** ** ** ** ** 59.00 68.70 31.00 22.50 23
24 ** ** ** ** ** ** ** ** 64.90 67.00 30.00 22.00 24
25 ** ** ** ** ** ** ** ** 69.00 66.00 29.00 22.00 25
26 ** ** ** ** ** ** ** ** 74.00 65.00 30.00 21.90 26
27 ** ** ** ** ** ** ** 29.70 78.00 64.00 32.00 22.00 27
28 ** ** ** ** ** ** ** 30.00 80.00 62.00 32.50 22.00 28
29 ** ** ** **
** ** 30.00 80.00 60.60 22.50 23.00 29
30 ** ** ** **
** ** 30.00 80.00 58.00 22.50 23.00 30
31 **
** **
**
37.30
57.00 22.50
31
TOTAL 361.10* ** ** ** ** ** ** 157.00* 1588.08 2271.68 1078.30 669.05
MEAN 18.06* ** ** ** ** ** ** 31.40* 52.94 73.28 34.78 22.30
AC-FT 716.23* ** ** ** ** ** ** 311.40* 3149.91 4505.81 2138.78 1327.04
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

LEE DITCH OR PINE CREEK NO 1 DITCH BY PINEDALE STATION NO. 006050.00
LATITUDE 42-53-17 LONGITUDE 109-52-11
SW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M.
ELEVATION 7210.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500
SUBLETTE COUNTY 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 26.00 ** ** ** ** ** ** ** 70.00 73.00 20.00 16.00 1
2 25.70 ** ** ** ** ** ** ** 73.00 78.50 19.50 16.50 2
3 25.70 ** ** ** ** ** ** ** 76.00 80.00 19.00 16.00 3
4 25.00 ** ** ** ** ** ** ** 80.50 82.00 19.00 15.00 4
5 25.00 ** ** ** ** ** ** ** 80.00 84.00 19.00 16.00 5
6 24.00 ** ** ** ** ** ** ** 80.00 86.00 19.00 18.00 6
7 23.00 ** ** ** ** ** ** ** 80.00 88.00 19.00 19.50 7
8 22.00 ** ** ** ** ** ** ** 80.00 90.00 19.00 19.00 8
9 21.00 ** ** ** ** ** ** ** 79.50 92.00 19.00 18.00 9
10 20.20 ** ** ** ** ** ** ** 79.00 19.00 19.50 17.00 10
11 19.00 ** ** ** ** ** ** ** 78.00 90.00 19.00 16.00 11
12 18.00 ** ** ** ** ** ** ** 78.00 85.00 19.00 15.00 12
13 17.00 ** ** ** ** ** ** ** 70.00 78.00 18.00 14.10 13
14 16.50 ** ** ** ** ** ** ** 68.00 70.00 18.00 13.00 14
15 16.00 ** ** ** ** ** ** ** 66.00 70.00 17.00 12.00 15
16 15.00 ** ** ** ** ** ** ** 64.00 69.00 16.00 13.00 16
17 14.50 ** ** ** ** ** ** ** 62.00 69.00 15.00 14.00 17
18 14.00 ** ** ** ** ** ** ** 60.00 69.00 13.50 15.00 18
19 13.00 ** ** ** ** ** ** ** 59.70 68.70 13.00 16.00 19
20 12.00 ** ** ** ** ** ** 39.70 58.00 68.00 13.00 17.10 20
21 11.00 ** ** ** ** ** ** 44.00 62.00 68.00 12.00 18.00 21
22 10.00 ** ** ** ** ** ** 48.00 66.00 67.00 12.00 19.00 22
23 9.00 ** ** ** ** ** ** 52.00 70.50 67.00 12.00 22.00 23
24 8.00 ** ** ** ** ** ** 57.00 67.00 66.00 11.00 21.00 24
25 7.00 ** ** ** ** ** ** 58.00 63.00 66.00 11.00 21.00 25
26 ** ** ** ** ** ** ** 59.90 60.60 67.00 16.00 21.00 26
27 ** ** ** ** ** ** ** 61.00 62.00 68.00 16.50 21.00 27
28 ** ** ** ** ** ** ** 63.00 64.00 69.70 16.00 21.00 28
29 ** ** ** **
** ** 65.00 66.00 69.00 16.00 21.30 29
30 ** ** ** **
** ** 67.00 66.00 68.00 16.00 21.00 30
31 **
** **
**
69.00
67.00 16.00
31
TOTAL 437.60* ** ** ** ** ** ** 683.60* 2088.80 2327.90 508.00 520.50
MEAN 17.50* ** ** ** ** ** ** 56.97* 69.63 75.09 16.39 17.35
AC-FT 867.97* ** ** ** ** ** ** 1355.90* 4143.07 4617.32 1007.60 1032.40
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

LEE DITCH OR PINE CREEK NO 1 DITCH BY PINEDALE STATION NO. 006050.00
LATITUDE 42-53-17 LONGITUDE 109-52-11
SW1/4SE1/4 SECTION 28 TOWNSHIP 34 N, RANGE 109 W 6TH P.M.
ELEVATION 7210.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN 15570500
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P)

MEAN DAILY FLOW IN CFS BY WATER YEAR
1978
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 17.00 ** ** ** ** ** ** ** 51.00 79.00 40.00 6.00 1
2 17.00 ** ** ** ** ** ** ** 51.00 85.00 39.00 6.00 2
3 17.00 ** ** ** ** ** ** ** 51.00 86.00 38.00 6.00 3
4 17.00 ** ** ** ** ** ** ** 51.00 86.00 37.00 6.00 4
5 17.00 ** ** ** ** ** ** ** 51.30 86.00 35.00 6.00 5
6 17.00 ** ** ** ** ** ** ** 51.00 86.00 34.00 6.00 6
7 17.00 ** ** ** ** ** ** ** 56.00 86.00 33.00 6.00 7
8 17.00 ** ** ** ** ** ** ** 61.00 86.00 31.00 7.00 8
9 17.00 ** ** ** ** ** ** 22.00 66.00 86.00 29.00 8.00 9
10 17.00 ** ** ** ** ** ** 22.00 71.00 86.00 27.00 9.00 10
11 17.00 ** ** ** ** ** ** 23.00 76.00 86.00 25.00 10.00 11
12 17.00 ** ** ** ** ** ** 24.00 81.00 86.00 23.00 11.00 12
13 17.00 ** ** ** ** ** ** 25.00 87.00 86.00 21.00 12.00 13
14 17.00 ** ** ** ** ** ** 26.00 87.00 86.00 19.00 12.00 14
15 17.00 ** ** ** ** ** ** 27.00 87.00 86.00 17.00 12.00 15
16 17.00 ** ** ** ** ** ** 28.00 87.00 86.00 15.00 12.00 16
17 17.00 ** ** ** ** ** ** 29.00 87.00 86.00 13.00 12.00 17
18 17.00 ** ** ** ** ** ** 30.00 87.00 86.00 12.00 12.00 18
19 17.00 ** ** ** ** ** ** 31.00 87.00 86.00 11.00 13.00 19
20 18.00 ** ** ** ** ** ** 32.00 87.00 84.00 9.00 13.00 20
21 18.00 ** ** ** ** ** ** 33.00 87.00 84.00 7.00 13.00 21
22 18.00 ** ** ** ** ** ** 35.00 87.00 82.00 6.00 14.00 22
23 18.00 ** ** ** ** ** ** 37.00 87.00 80.00 6.00 16.00 23
24 18.00 ** ** ** ** ** ** 39.00 87.00 78.00 6.00 18.00 24
25 18.00 ** ** ** ** ** ** 41.00 87.00 76.00 6.00 20.00 25
26 18.00 ** ** ** ** ** ** 43.00 87.00 74.00 6.00 22.00 26
27 18.00 ** ** ** ** ** ** 45.00 85.00 72.00 6.00 23.00 27
28 18.00 ** ** ** ** ** ** 47.00 83.00 70.00 6.00 24.00 28
29 17.00 ** ** **
** ** 49.00 81.00 68.00 6.00 25.00 29
30 17.00 ** ** **
** ** 51.00 79.00 66.00 6.00 25.00 30
31 **
** **
**
51.00
64.00 6.00
31
TOTAL 519.00* ** ** ** ** ** ** 790.00* 2263.30 2524.00 575.00 385.00
MEAN 17.30* ** ** ** ** ** ** 34.35* 75.44 81.42 18.55 12.83
AC-FT 1029.42* ** ** ** ** ** ** 1566.94* 4489.19 5006.28 1140.50 763.64
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

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


Overland Ditch, East Fork New Fork River

Diversion Description: Diversion consists of a single 40" by 40" slide gate mounted on a concrete structure.1

Diversion Location:
Source: East Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 12, 31, 106

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
09-03-1906 1617E Irrigation 1,485.00 21.19 21.19

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 Muddy Creek above East Fork 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.

Overland Ditch, East Fork New Fork 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 16.55 1,017.62 44.27 2,634.25 31.45 1,933.79



1981 21.22 1,304.77 48.93 2,911.54 8.60 528.79



1982 13.10 805.49 52.18 3,104.93 46.17 2,838.88 7.08 435.53 12.51 744.40
1983

47.70 2,838.35 51.34 3,156.77



1984

45.61 2,713.98 55.35 3,403.34



1985



10.32 634.55 0.00 0.00 0.00 0.00
1986









1987









1988

39.08 2,325.42





1989



4.10 252.02



1990









1991









1992 40.37 2,482.25







1993









1994 42.84 2,215.40 45.04 2,680.07 29.38 1,806.51 6.35 390.45

1995 14.11 867.59 30.15 1,794.05 33.13 2,037.08 15.47 951.21 4.20 249.92
1996









1997









1998










Averages: 23.56 1,448.85 44.12 2,625.32 32.66 2,007.87 7.23 444.25 5.76 342.64
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: 4/30, on - 6 cfs; 5/6, 12 cfs; 5/12, 11 cfs; 5/21, 12 cfs, 5/29, 40 cfs; 6/3, 30 cfs; 6/11, 51 cfs; 6/23, 45 cfs; 6/30, 59 cfs; 7/9, 51 cfs; 7/15, 44 cfs; 7/21, off.

1981: 4/24, 6 cfs; 5/8, 14 cfs; 5/14, 12 cfs; 5/27,38 cfs; 6/10, 54 cfs; 6/17, 44 cfs; 7/6, 44 cfs; 7/7, 15 cfs; 7/11, off.

1982: 5/14, 9 cfs; 6/3, 44 cfs; 6/18, 51 cfs; 6/23, 65 cfs; 7/2, 59 cfs; 7/8, 60 cfs; 7/16, 57 cfs; 7/23, 25 cfs; 8/3, off; 9/22, 13 cfs; 10/5, 7 cfs.

1983: 5/17, off; 5/24, 11 cfs; 6/7, 34 cfs; 6/17, 42 cfs; 6/24, 55 cfs; 6/29, 51 cfs; 7/6, 52 cfs; 7/12, 51 cfs; 7/19, off; 7/27, off.

1984: 5/18, off; 5/22, 11 cfs; 6/1, 45 cfs; 6/9, 40 cfs; 6/12, 43 cfs; 6/29, 52 cfs; 7/6, 66 cfs; 7/16, 42 cfs; 9/25, off.

1985: 7/6, 40 cfs; 7/15, off; 7/31, off; 8/6, off; 8/14, off; 9/5, off.

1986: 6/26, 55.4; 9/9, off; 9/23, 2.5 cfs (est.).

1987: 5/14, 62.7 cfs; 7/14, off.

1988: 4/12, 0; 5/25, 55.5 cfs; 6/26, 32.3 cfs; 7/1, 6.8.

1989: 4/14, 0 cfs; 5/3, 20 cfs; 5/13, 30 cfs; 6/26, 30 cfs; 7/13, 0 cfs; 8/3, 0 cfs.

1990: 7/11, 25.0 cfs (est).

1991: 7/11, 42.0 cfs.

1992: 5/6, 60.00 cfs; 5/29, 45.00 cfs; 6/8, 35.00 cfs; 6/9, 34.5 cfs; 6/10, 25.00 cfs; 6/11, 25.8 cfs.

1993: 6/18, 53.8 cfs; 7/27, off; 9/2, 2.00 cfs.

1994: 5/3, off; 5/23, 63.00 cfs; 6/19, 48.60 cfs; 6/20, 28.10 cfs; 7/18, 35.00 cfs; 8/4, 8.00 cfs; 9/15, off.

1995: 4/10, off; 4/18, off; 4/26, off; 5/24, 20.6 cfs; 6/26, 35.0 cfs; 7/6, 36.6 cfs; 7/17, 35 cfs (est); 8/16, 12.5 cfs (est.); 8/30, 12 cfs (est); 9/21, off.

1996: 5/4, 12.0 cfs (est.); 6/26, 68.0 cfs (arrive), 1.48 cfs (depart).

1997: 5/27, 28 cfs (est); 9/4, 6.0 cfs (est).

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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


Overland Ditch, Green River

Diversion Description: Information not available at time of report.

Diversion Location:
Source: Green River
Section, Township, Range: 8, 31, 110

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
10-15-1897 1625 Irrigation 14.00 0.20 0.20 POD/MOC change from a portion of Hill Ditch
09-18-1899 2274 Irrigation 432.00 6.17 6.37 POD/MOC change from Harman Ditch
07-08-1911 10930 Domestic, Irrigation 498.33 7.12 13.49
12-01-1911 2583E Domestic, Irrigation 521.78 7.44 20.93 POD/MOC change from a portion of Hill Ditch
05-07-1971 6424E Irrigation 211.63 3.03 23.96

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 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.

Overland 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

38.82 2,310.15 55.55 3,415.59



1976 13.77 846.74 52.40 3,118.01 42.94 2,604.40



1978

56.77 3,377.85 44.48 2,735.21



1980









1981









1982









1983









1984









1985









1986









1987









1988









1989









1990









1991









1992









1993









1994









1995









1996









1997









1998










Averages: 13.77 846.74 49.33 2,935.34 47.66 2,930.40



Data in italics from USGS gaging station 006120.00, 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.

OVERLAND DITCH STATION NO. 006120.00
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 ** ** ** ** ** ** ** ** 40.00 40.00 32.00 ** 1
2 ** ** ** ** ** ** ** ** 43.00 40.00 32.00 ** 2
3 ** ** ** ** ** ** ** ** 43.00 68.00 30.00 ** 3
4 ** ** ** ** ** ** ** ** 40.00 68.00 25.00 ** 4
5 ** ** ** ** ** ** ** ** 35.00 68.00 20.00 ** 5
6 ** ** ** ** ** ** ** ** 35.00 68.00 15.00 ** 6
7 ** ** ** ** ** ** ** ** 30.00 68.00 ** ** 7
8 ** ** ** ** ** ** ** ** 30.00 68.60 ** ** 8
9 ** ** ** ** ** ** ** ** 25.00 68.00 ** ** 9
10 ** ** ** ** ** ** ** ** 25.00 69.00 ** ** 10
11 ** ** ** ** ** ** ** ** 20.00 69.00 ** ** 11
12 ** ** ** ** ** ** ** ** 20.00 69.00 ** ** 12
13 ** ** ** ** ** ** ** ** 20.70 69.00 ** ** 13
14 ** ** ** ** ** ** ** ** 20.00 69.00 ** ** 14
15 ** ** ** ** ** ** ** ** 25.00 69.00 ** ** 15
16 ** ** ** ** ** ** ** ** 35.00 69.00 ** ** 16
17 ** ** ** ** ** ** ** ** 44.50 69.00 ** ** 17
18 ** ** ** ** ** ** ** ** 45.00 69.00 ** ** 18
19 ** ** ** ** ** ** ** ** 46.00 65.00 ** ** 19
20 ** ** ** ** ** ** ** ** 47.00 60.00 ** ** 20
21 ** ** ** ** ** ** ** ** 48.00 55.00 ** ** 21
22 ** ** ** ** ** ** ** ** 49.00 50.00 ** ** 22
23 ** ** ** ** ** ** ** ** 50.00 45.00 ** ** 23
24 ** ** ** ** ** ** ** ** 51.00 35.50 ** ** 24
25 ** ** ** ** ** ** ** ** 52.50 35.00 ** ** 25
26 ** ** ** ** ** ** ** ** 53.00 34.00 ** ** 26
27 ** ** ** ** ** ** ** ** 54.00 33.00 ** ** 27
28 ** ** ** ** ** ** ** ** 50.00 33.00 ** ** 28
29 ** ** ** **
** ** ** 46.00 33.00 ** ** 29
30 ** ** ** **
** ** ** 42.00 33.00 ** ** 30
31 **
** **
**
**
32.93 **
31
TOTAL ** ** ** ** ** ** ** ** 1164.70 1722.03 154.00* **
MEAN ** ** ** ** ** ** ** ** 38.82 55.55 25.67* **
AC-FT ** ** ** ** ** ** ** ** 2310.15 3415.59 305.45* **
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

OVERLAND DITCH STATION NO. 006120.00
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 ** ** ** ** ** ** ** ** 51.00 64.00 ** ** 1
2 ** ** ** ** ** ** ** ** 53.00 64.00 ** ** 2
3 ** ** ** ** ** ** ** ** 53.00 64.00 ** ** 3
4 ** ** ** ** ** ** ** ** 53.00 63.00 ** ** 4
5 ** ** ** ** ** ** ** ** 53.00 63.00 ** ** 5
6 ** ** ** ** ** ** ** 13.00 55.00 61.00 ** ** 6
7 ** ** ** ** ** ** ** 13.00 55.00 61.00 ** ** 7
8 ** ** ** ** ** ** ** 13.00 55.00 59.00 ** ** 8
9 ** ** ** ** ** ** ** 12.00 55.00 57.00 ** ** 9
10 ** ** ** ** ** ** ** 12.00 55.00 55.00 ** ** 10
11 ** ** ** ** ** ** ** 11.00 55.00 53.00 ** ** 11
12 ** ** ** ** ** ** ** 10.00 55.00 51.00 ** ** 12
13 ** ** ** ** ** ** ** 9.00 40.00 49.00 ** ** 13
14 ** ** ** ** ** ** ** 9.00 40.00 47.00 ** ** 14
15 ** ** ** ** ** ** ** 8.00 40.00 45.00 ** ** 15
16 ** ** ** ** ** ** ** 7.00 40.00 42.70 ** ** 16
17 ** ** ** ** ** ** ** 6.00 40.00 43.00 ** ** 17
18 ** ** ** ** ** ** ** 4.00 40.00 43.00 ** ** 18
19 ** ** ** ** ** ** ** 4.00 40.00 43.00 ** ** 19
20 ** ** ** ** ** ** ** 3.00 45.00 44.50 ** ** 20
21 ** ** ** ** ** ** ** 3.00 50.00 43.00 ** ** 21
22 ** ** ** ** ** ** ** 4.00 55.00 41.00 ** ** 22
23 ** ** ** ** ** ** ** 5.00 55.00 39.00 ** ** 23
24 ** ** ** ** ** ** ** 6.00 58.00 37.00 ** ** 24
25 ** ** ** ** ** ** ** 7.00 61.00 35.00 ** ** 25
26 ** ** ** ** ** ** ** 42.00 64.00 33.00 ** ** 26
27 ** ** ** ** ** ** ** 41.90 64.00 31.00 ** ** 27
28 ** ** ** ** ** ** ** 43.00 64.00 ** ** ** 28
29 ** ** ** ** ** ** ** 45.00 64.00 ** ** ** 29
30 ** ** ** **
** ** 47.00 64.00 ** ** ** 30
31 **
** **
**
49.00
** **
31
TOTAL ** ** ** ** ** ** ** 426.90* 1572.00 1331.20* ** **
MEAN ** ** ** ** ** ** ** 16.42* 52.40 49.30* ** **
AC-FT ** ** ** ** ** ** ** 846.74* 3118.01 2640.40* ** **
** INDICATES MISSING DATA
* INDICATES COMPUTED FROM INCOMPLETE DATA
E INDICATES ESTIMATED VALUE

OVERLAND DITCH STATION NO. 006120.00
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
1978
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 46.00 63.00 ** ** 1
2 ** ** ** ** ** ** ** ** 44.00 52.00 ** ** 2
3 ** ** ** ** ** ** ** ** 46.00 52.00 ** ** 3
4 ** ** ** ** ** ** ** ** 48.00 52.00 ** ** 4
5 ** ** ** ** ** ** ** ** 50.00 58.00 ** ** 5
6 ** ** ** ** ** ** ** ** 52.00 52.00 ** ** 6
7 ** ** ** ** ** ** ** ** 54.00 52.00 ** ** 7
8 ** ** ** ** ** ** ** ** 56.00 63.00 ** ** 8
9 ** ** ** ** ** ** ** ** 56.00 63.00 ** ** 9
10 ** ** ** ** ** ** ** ** 56.00 61.00 ** ** 10
11 ** ** ** ** ** ** ** ** 56.00 59.00 ** ** 11
12 ** ** ** ** ** ** ** ** 56.00 57.00 ** ** 12
13 ** ** ** ** ** ** ** ** 56.00 54.00 ** ** 13
14 ** ** ** ** ** ** ** ** 56.00 53.00 ** ** 14
15 ** ** ** ** ** ** ** ** 58.00 53.00 ** ** 15
16 ** ** ** ** ** ** ** ** 59.00 53.00 ** ** 16
17 ** ** ** ** ** ** ** ** 59.00 52.00 ** ** 17
18 ** ** ** ** ** ** ** ** 59.00 51.00 ** ** 18
19 ** ** ** ** ** ** ** ** 59.00 50.00 ** ** 19
20 ** ** ** ** ** ** ** 25.00 59.00 49.00 ** ** 20
21 ** ** ** ** ** ** ** 27.00 59.00 49.00 ** ** 21
22 ** ** ** ** ** ** ** 30.00 59.00 48.00 ** ** 22
23 ** ** ** ** ** ** ** 35.00 59.00 48.00 ** ** 23
24 ** ** ** ** ** ** ** 40.00 63.00 47.00 ** ** 24
25 ** ** ** ** ** ** ** 40.00 63.00 45.00 ** ** 25
26 ** ** ** ** ** ** ** 42.00 63.00 43.00 ** ** 26
27 ** ** ** ** ** ** ** 44.00 63.00 ** ** ** 27
28 ** ** ** ** ** ** ** 46.00 63.00 ** ** ** 28
29 ** ** ** **
** ** 48.00 63.00 ** ** ** 29
30 ** ** ** **
** ** 50.00 63.00 ** ** ** 30
31 **
** **
**
48.00
** **
31
TOTAL ** ** ** ** ** ** ** 475.00* 1703.00 1379.00* ** **
MEAN ** ** ** ** ** ** ** 39.58* 56.77 53.04* ** **
AC-FT ** ** ** ** ** ** ** 942.15* 3377.85 2735.21* ** **


Paradise Canal, West Fork New Fork River

Diversion Description: Information not available at time of report.

Diversion Location:
Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 1, 32, 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
09-30-1952 21100 Domestic, Irrigation, Stock 1,705.00 24.36 24.36
06-22-1954 5801E Irrigation 72.00 1.04 25.40
11-19-1974 6562E Irrigation, Stock 16.00 0.28 25.68
11-19-1974 6564E Irrigation 145.00 2.07 27.75
11-19-1974 6572E Irrigation, Stock 80.00 1.19 28.94

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 40% of the return flows are delivered to West Fork New Fork River near New Fork, approximately 40% to New Fork River near Bertram Ditch, and approximately 20% to New Fork River near Big Piney.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.

Paradise Canal, West Fork New Fork 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 38.53 2,368.90 88.13 5,244.29 72.30 4,445.75 56.78 3,491.10 30.88 1,837.70
1976 13.96 858.21 85.60 5,093.47 73.95 4,546.91 49.95 3,071.40 34.17 2,033.10
1978

73.27 4,359.67 67.16 4,129.58 57.84 3,556.40 31.47 1,872.40
1980 15.07 926.26 75.01 4,463.40 99.23 6,101.41 75.50 4,642.31 39.57 2,354.58
1981 34.27 2,107.18 112.10 6,670.41 101.72 6,254.52 55.30 3,400.26 38.00 2,261.16
1982

100.78 5,996.83 88.06 5,414.60 34.47 2,119.48 34.28 2,039.80
1983

81.08 4,824.60 66.79 4,106.76 21.76 1,337.97

1984

55.95 3,329.26 60.06 3,692.95 33.34 2,050.00

1985 36.59 2,249.83 77.59 4,616.93 36.73 2,258.44 19.73 1,213.15

1986









1987 50.81 3,123.97 61.11 3,636.30





1988









1989



40.73 2,504.13 14.53 893.55

1990









1991









1992









1993









1994





22.23 1,366.87

1995









1996



67.69 4,162.10 59.66 3,668.35 26.62 1,584.00
1997 43.72 2,688.24 88.24 5,250.64 73.14 4,497.20 48.72 2,995.68 26.76 1,592.33
1998 31.22 1,919.64 79.78 4,747.24 68.35 4,202.68 39.27 2,414.62 27.02 1,607.80

Averages: 33.02 2,030.32 81.55 4,854.75 70.45 4,332.08 42.08 2,587.22 32.09 1,909.21
Data in italics from USGS gaging station 006020.00, 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: 5/15, 25 cfs; 5/27, 27 cfs; 6/4, 40 cfs; 6/10, 69 cfs; 6/18, 80 cfs; 6/27, 100 cfs; 7/9, 107 cfs; 7/15, 107 cfs; 7/29, 85 cfs; 8/21, 74 cfs; 9/22, 48 cfs.

1981: 5/15, 44 cfs; 6/1, 81 cfs; 6/9, 120 cfs; 6/25, 114 cfs; 7/7, 116 Cfs; 7/20, 101 cfs; 8/4, 64 cfs; 8/11, 58 cfs; 8/27, 48 cfs; 9/28, 38 cfs.

1982: 5/24, 20 cfs (est); 6/2, 40 cfs; 6/7, 81 cfs; 6/18, 125 cfs; 6/28, 115cfs; 7/9, 125 cfs; 7/16, 120 cfs; 7/23, 43 cfs; 8/5, 25 cfs; 8/27, 43 cfs; 10/5, 26 cfs.

1983: 5/24, off; 6/1, 10 cfs (est); 6/3, 50 cfs; 6/7, 50 cfs; 6/19, 95 cfs; 6/24, 125 cfs; 7/5, 70 cfs; 7/11, 88 cfs; 7;1 9, 65 cfs; 7/27, 50 cfs; 8/22, 20 cfs.

1984: 5/17, off; 6/1, 72; 6/9, 53 cfs; 6/12, 47 cfs; 6/27, 57 cfs; 7/6, 80 cfs; 7/20, 55 cfs; 7/30, 39 cfs; 8/24, 50 cfs.

1985: 5/13, 45.1 cfs; 6/7, 83.5 cfs; 6/27, 74.0 cfs; 7/18, 30.0 cfs; 7/30, 17.5 cfs; 8/6, 38.0 cfs; 8/13, 34.5 cfs; 8/21, 4.5 cfs; 8/27, 3 cfs; 9/5, 11 cfs; 10/25, off.

1986: 6/17, 128.8 cfs; 9/2, 17 cfs.

1987: 5/11, 79 cfs; 6/1, 71 cfs; 7/13, 43.3 cfs; 8/26, 39 cfs.

1989: 4/14, 12.5 cfs; 7/7, 70 cfs; 8/1, 31 cfs; 8/18, 22 cfs.

1990: 7/13, 42.8 cfs.

1994: 5/13, off; 7/29, 48.20 cfs; 8/15, 15.40 cfs; 9/7, 19.00 cfs.

1996: 5/2, 10.0 cfs (est); 7/1, 100 cfs (est); 7/15, 65 cfs (est); 8/1, 46 cfs (est); 8/15, 70.0 cfs (est); 9/20, 32 cfs (est).

1997-1998: Data Recorder Installed. See Attached Sheets.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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


1997
May June July Aug. Sept.
1
76.0 97.9 65.7 30.0
2
79.7 99.1 64.9 30.0
3
71.5 96.7 64.9 30.0
4
77.8 88.9 61.9 29.6
5
82.7 89.9 66.5 29.3
6
86.8 81.7 64.9 28.6
7 9.0 81.7 97.9 63.4 28.6
8 9.2 85.7 109 63.4 28.6
9 9.4 85.7 132 62.6 28.2
10 9.6 86.8 100 64.2 27.9
11 9.2 97.9 62.6 64.2 29.5
12 10.6 83.7 64.9 54.2 31.9
13 11.3 85.7 69.0 50.4 30.4
14 10.6 82.7 64.2 45.8 28.9
15 11.6 82.7 62.6 46.3 28.2
16 21.1 80.7 61.9 44.7 29.3
17 37.3 79.7 64.2 44.1 28.6
18 31.1 78.8 61.1 43.6 28.2
19 49.8 81.7 76.9 43.1 27.9
20 62.6 85.7 74.2 42.1 21.7
21 69.0 88.9 64.9 41.6 22.5
22 74.2 86.8 61.1 42.1 23.9
23 77.8 89.9 63.4 43.6 23.3
24 72.4 109 64.9 38.6 23.0
25 70.7 108 62.6 33.4 23.0
26 68.1 107 49.8 33.0 23.0
27 64.2 103 50.4 31.9 22.7
28 72.4 103 49.2 32.6 22.5
29 75.1 100 49.2 31.5 22.2
30 77.8 97.9 48.6 30.7 21.4
31 78.8
48.6 30.4
CFS days 1,092.90 2,647.20 2,267.40 1,510.30 802.90
Average (cfs) 35.25 88.24 73.14 48.72 26.76

1998
May June July Aug. Sept.
1 1.0 78.9 81.2 38.3 37.5
2 1.0 87.0 81.4 37.9 35.3
3 1.0 87.0 81.6 37.9 34.2
4 4.2 67.2 81.6 32.4 32.1
5 16.5 54.7 78.3 26.6 30.7
6 17.0 77.0 87.0 37.5 29.7
7 7.4 77.0 84.9 44.9 29.4
8 6.7 73.2 88.4 44.5 28.1
9 12.5 74.4 81.6 42.7 28.1
10 11.7 71.4 73.8 41.5 28.4
11 11.7 78.9 73.8 41.1 27.8
12 14.0 77.6 73.8 39.9 27.2
13 20.3 75.1 72.0 39.1 28.1
14 19.5 76.3 71.4 38.7 27.8
15 19.5 80.9 69.6 38.7 26.0
16 19.0 89.8 68.4 38.3 25.4
17 19.0 91.3 66.6 40.7 25.1
18 19.0 89.1 68.4 45.3 24.2
19 20.3 82.2 72.6 44.9 24.0
20 36.4 78.3 70.2 42.3 23.7
21 37.5 77.0 69.0 39.9 24.0
22 37.5 75.7 65.5 35.3 24.2
23 37.5 82.9 63.2 30.0 24.2
24 37.5 93.5 63.8 34.9 24.0
25 42.3 90.6 63.8 39.1 24.0
26 71.4 82.9 60.5 42.7 24.0
27 76.3 80.9 43.6 41.9 23.7
28 81.6 80.9 41.9 41.1 23.5
29 82.9 80.9 41.1 41.1 23.3
30 96.4 80.9 40.7 39.9 23.0
31 89.1
39.1 39.3
CFS days 967.70 2,393.50 2,118.80 1,218.40 810.70
Average (cfs) 31.22 79.78 68.35 39.30 27.02

PARADISE CANAL 2.5 MILES BELOW HEADGATE STATION NO. 006020.00
LATITUDE 42-44-35 LONGITUDE 109-44-32
SE1/4 NE1/4 NW1/4 SECTION 17 TOWNSHIP 32N, RANGE 108W 6TH P.M.
ELEVATION 7000.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN 15570000
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P)

MEAN DAILY FLOW IN CFS BY WATER YEAR
1974
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** 15.00 80.00 87.00 69.00 40.00 1
2 ** ** ** ** ** ** ** 15.00 81.00 86.00 69.00 40.00 2
3 ** ** ** ** ** ** ** 15.00 82.00 85.00 68.00 39.00 3
4 ** ** ** ** ** ** ** 15.00 84.00 84.00 68.00 39.00 4
5 ** ** ** ** ** ** ** 15.00 86.00 83.00 67.10 38.00 5
6 ** ** ** ** ** ** ** 15.20 87.00 82.00 67.00 38.00 6
7 ** ** ** ** ** ** ** 21.50 89.00 81.00 67.00 38.00 7
8 ** ** ** ** ** ** ** 27.50 90.00 80.00 66.00 38.00 8
9 ** ** ** ** ** ** ** 33.00 90.00 79.00 66.00 37.00 9
10 ** ** ** ** ** ** ** 39.00 90.00 78.00 65.00 37.00 10
11 ** ** ** ** ** ** ** 39.50 90.00 77.00 64.00 36.00 11
12 ** ** ** ** ** ** ** 39.50 90.00 76.00 63.00 35.00 12
13 ** ** ** ** ** ** ** 39.50 90.00 75.00 62.00 34.00 13
14 ** ** ** ** ** ** ** 39.50 90.00 74.00 61.00 33.00 14
15 ** ** ** ** ** ** ** 39.50 90.00 73.00 60.00 32.00 15
16 ** ** ** ** ** ** ** 39.50 90.00 72.00 59.00 31.00 16
17 ** ** ** ** ** ** ** 39.80 90.00 72.00 59.00 30.00 17
18 ** ** ** ** ** ** ** 40.00 90.00 71.00 58.00 29.00 18
19 ** ** ** ** ** ** ** 41.50 90.00 70.00 57.00 29.00 19
20 ** ** ** ** ** ** ** 41.70 90.00 69.00 55.00 28.00 20
21 ** ** ** ** ** ** ** 42.50 90.00 68.00 53.00 27.00 21
22 ** ** ** ** ** ** ** 43.00 89.00 66.00 51.00 26.00 22
23 ** ** ** ** ** ** ** 43.00 89.00 65.00 49.00 25.00 23
24 ** ** ** ** ** ** ** 43.00 89.00 64.00 47.00 24.00 24
25 ** ** ** ** ** ** ** 44.00 88.00 63.00 45.00 23.00 25
26 ** ** ** ** ** ** ** 45.50 88.00 62.00 43.00 22.00 26
27 ** ** ** ** ** ** ** 49.00 88.00 61.40 41.00 21.50 27
28 ** ** ** ** ** ** ** 49.00 88.00 61.00 41.00 20.00 28
29 ** ** ** **
** ** 64.50 88.00 60.00 40.00 19.00 29
30 ** ** ** **
** ** 79.60 88.00 59.00 40.00 18.00 30
31 **
** **
**
80.00
58.00 40.00
31
TOTAL ** ** ** ** ** ** ** 1194.30 2644.00 2241.40 1760.10 926.50
MEAN ** ** ** ** ** ** ** 38.53 88.13 72.30 56.78 30.88
AC-FT ** ** ** ** ** ** ** 2368.86 5244.29 4445.75 3491.11 1837.68

PARADISE CANAL 2.5 MILES BELOW HEADGATE STATION NO. 006020.00
LATITUDE 42-44-35 LONGITUDE 109-44-32
SE1/4 NE1/4 NW1/4 SECTION 17 TOWNSHIP 32N, RANGE 108W 6TH P.M.
ELEVATION 7000.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN 15570000
SUBLETTE COUNTY 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 ** ** ** ** ** ** ** ** 68.00 92.00 56.00 40.00 1
2 ** ** ** ** ** ** ** ** 74.00 95.00 52.00 39.00 2
3 ** ** ** ** ** ** ** ** 78.00 95.00 48.00 38.50 3
4 ** ** ** ** ** ** ** ** ** 91.00 44.00 38.00 4
5 ** ** ** ** ** ** ** ** 83.96 88.00 40.00 37.00 5
6 ** ** ** ** ** ** ** ** 85.00 85.00 36.00 37.00 6
7 ** ** ** ** ** ** ** ** 87.00 82.00 36.00 36.00 7
8 ** ** ** ** ** ** ** ** 90.00 80.00 36.00 35.50 8
9 ** ** ** ** ** ** ** ** 90.00 80.00 36.00 35.00 9
10 ** ** ** ** ** ** ** ** 90.00 79.00 36.00 35.00 10
11 ** ** ** ** ** ** ** ** 90.00 78.00 61.50 34.00 11
12 ** ** ** ** ** ** ** ** 90.00 77.00 61.00 33.00 12
13 ** ** ** ** ** ** ** ** 85.00 76.00 61.00 33.00 13
14 ** ** ** ** ** ** ** ** 80.00 75.00 61.00 32.00 14
15 ** ** ** ** ** ** ** ** 75.00 74.00 61.00 31.00 15
16 ** ** ** ** ** ** ** 8.00 80.00 73.00 60.00 30.00 16
17 ** ** ** ** ** ** ** 8.25 85.00 72.00 60.00 30.00 17
18 ** ** ** ** ** ** ** 9.00 90.00 69.00 59.00 31.00 18
19 ** ** ** ** ** ** ** 9.00 95.00 67.00 58.00 31.00 19
20 ** ** ** ** ** ** ** 10.00 96.00 64.40 57.00 32.00 20
21 ** ** ** ** ** ** ** 12.00 97.00 64.00 56.00 32.00 21
22 ** ** ** ** ** ** ** 14.00 98.00 64.00 55.00 33.00 22
23 ** ** ** ** ** ** ** 18.00 99.00 64.00 54.00 34.00 23
24 ** ** ** ** ** ** ** 22.00 100.00 64.00 52.00 35.00 24
25 ** ** ** ** ** ** ** 28.00 100.00 64.00 50.00 35.00 25
26 ** ** ** ** ** ** ** 34.43 98.00 64.00 48.00 35.00 26
27 ** ** ** ** ** ** ** 40.00 95.00 64.00 46.00 34.00 27
28 ** ** ** ** ** ** ** 46.00 91.00 64.00 44.00 34.00 28
29 ** ** ** ** ** ** ** 52.00 88.00 64.00 42.00 33.00 29
30 ** ** ** **
** ** 58.00 90.00 64.00 42.00 32.00 30
31 **
** **
**
64.00
60.00 40.00
31
TOTAL ** ** ** ** ** ** ** 432.68* 2567.96* 2292.40 1548.50 1025.00
MEAN ** ** ** ** ** ** ** 27.04* 88.55* 73.95 49.95 34.17
AC-FT ** ** ** ** ** ** ** 858.21* 5093.47* 4546.91 3071.40 2033.06

PARADISE CANAL 2.5 MILES BELOW HEADGATE STATION NO. 006020.00
LATITUDE 42-44-35 LONGITUDE 109-44-32
SE1/4 NE1/4 NW1/4 SECTION 17 TOWNSHIP 32N, RANGE 108W 6TH P.M.
ELEVATION 7000.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN 15570000
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P)

MEAN DAILY FLOW IN CFS BY WATER YEAR
1978
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 72.00 76.00 72.00 38.00 1
2 ** ** ** ** ** ** ** ** 72.00 76.00 72.00 38.00 2
3 ** ** ** ** ** ** ** ** 72.00 76.00 71.00 38.00 3
4 ** ** ** ** ** ** ** ** 72.00 75.00 70.00 37.00 4
5 ** ** ** ** ** ** ** ** 72.00 75.00 69.00 37.00 5
6 ** ** ** ** ** ** ** ** 72.00 74.00 67.00 37.00 6
7 ** ** ** ** ** ** ** ** 72.00 74.00 65.00 36.00 7
8 ** ** ** ** ** ** ** ** 72.00 73.00 63.00 36.00 8
9 ** ** ** ** ** ** ** ** 72.00 73.00 61.00 36.00 9
10 ** ** ** ** ** ** ** ** 72.00 72.00 59.00 36.00 10
11 ** ** ** ** ** ** ** ** 72.00 72.00 57.00 36.00 11
12 ** ** ** ** ** ** ** ** 72.00 71.00 55.00 36.00 12
13 ** ** ** ** ** ** ** ** 72.00 71.00 53.00 36.00 13
14 ** ** ** ** ** ** ** ** 72.00 70.00 51.00 36.00 14
15 ** ** ** ** ** ** ** ** 72.00 69.00 68.00 35.00 15
16 ** ** ** ** ** ** ** ** 72.00 68.00 66.00 35.00 16
17 ** ** ** ** ** ** ** ** 72.00 67.00 64.00 35.00 17
18 ** ** ** ** ** ** ** 25.00 72.00 66.00 62.00 34.00 18
19 ** ** ** ** ** ** ** 25.00 72.00 65.00 60.00 34.00 19
20 ** ** ** ** ** ** ** 35.00 73.00 64.00 58.00 34.00 20
21 ** ** ** ** ** ** ** 35.00 74.00 63.00 56.00 34.00 21
22 ** ** ** ** ** ** ** 50.00 75.00 62.00 54.00 34.00 22
23 ** ** ** ** ** ** ** 50.00 76.00 62.00 53.00 34.00 23
24 ** ** ** ** ** ** ** 70.00 76.00 61.00 52.00 32.00 24
25 ** ** ** ** ** ** ** 72.00 76.00 61.00 51.00 30.00 25
26 ** ** ** ** ** ** ** 72.00 76.00 60.00 49.00 28.00 26
27 ** ** ** ** ** ** ** 72.00 76.00 59.00 47.00 8.00 27
28 ** ** ** ** ** ** ** 72.00 76.00 58.00 45.00 8.00 28
29 ** ** ** **
** ** 72.00 76.00 57.00 43.00 8.00 29
30 ** ** ** **
** ** 72.00 76.00 56.00 41.00 8.00 30
31 **
** **
**
72.00
56.00 39.00
31
TOTAL ** ** ** ** ** ** ** 794.00* 2198.00 2082.00 1793.00 944.00
MEAN ** ** ** ** ** ** ** 56.71* 73.27 67.16 57.84 31.47
AC-FT ** ** ** ** ** ** ** 1574.88* 4359.67 4129.58 3556.36 1872.40

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


Pole Creek Number 2 Ditch, East Fork New Fork River

Diversion Description: Diversion consists of three 36" slide gates mounted on sections of CMP culvert.1

Diversion Location:
Source: East Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 4, 33,108

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
06-10-1899 2161 Irrigation 1,568.00 22.65 22.65
05-21-1908 1875E Domestic, Irrigation, Stock 234.00 3.33 25.98

Storage Rights: None.

Estimated Canal Losses: Greater than typical losses (25%) are experienced due to the presence of cobbles in the soil.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 East Fork River at Muddy Creek.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.

Pole Creek Number 2 Ditch, East Fork New Fork 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)
1976

0.96 57.09 1.02 62.61



1978

81.90 4,873.39 83.71 5,147.10 21.52 1,323.00 19.40 1,154.40
1980

53.62 3,296.97 45.90 2,731.24



1981









1982

65.33 3,887.40 35.47 2,180.97 9.09 558.92

1983

51.10 3,040.66 41.46 2,549.28



1984

46.43 2,762.78 24.72 1,519.97 0.00 0.00

1985 13.40 823.93 61.28 3,646.41 40.63 2,498.24 1.94 119.29

1986









1987 16.31 1,002.86 2.67 158.88

16.20 996.10

1988 19.79 1,216.84 55.17 3,282.84 32.68 2,009.41



1989









1990

5.11 304.07





1991 20.14 1,238.36 35.75 2,127.27





1992

20.79 1,237.09





1993

22.93 1,364.43 39.98 2,458.27 19.84 1,219.91 0.95 56.53
1994 10.09 620.41 30.59 1,820.23 22.54 1,385.93 1.14 70.10 2.17 129.12
1995 9.97 613.03 26.09 1,552.46 17.83 1,096.32 2.42 148.80

1996



22.00 1,352.73



1997









1998

36.43 2,167.44 46.50 2,859.09 0.77 47.36


Averages: 14.95 919.24 37.26 2,223.71 34.81 2,140.26 186.30 498.16 7.51 446.68
Data in italics from USGS gaging station 006090.00, 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: 6/9, 85 cfs; 6/17, 67 cfs; 6/28, 74 cfs; 7/7, 80 cfs; 7/17, 45 cfs; 7/29, off.

1981: 5/27, 30 cfs; 7/20, 40 cfs; 8/4, off.

1982: 5/24, 42 cfs; 6/18, 75 cfs; 6/30, 61 cfs; 7/9, 37 cfs; 7/16, 37 cfs; 7/22, 30 cfs; 8/27, off.

1983: 5/25, 3 cfs (est); 6/7, 37 cfs; 6/17, 43 cfs; 6/24, 77 cfs; 6/28, 78 cfs; 7/12, 60 cfs; 7/19, 45 cfs; 7/27, off.

1984: 5/17, 1 cfs (est); 5/30, 2 cfs (est); 6/12, 55 cfs; 6/18, 80 cfs; 6/25, 78 cfs; 7/2, 85 cfs; 7/13, 67 cfs; 7/23, 8/20, off.

1985: 5/15, 2 cfs (est); 6/2, 49.5 cfs; 6/27, 71.5 cfs; 7/16, 52.0 cfs; 7/30, 8/22, off; 8/28, 20.0 cfs.

1986: 6/17, 85.6 cfs; 9/12, off.

1987: 5/13, 47.6 cfs; 6/2, 3.4 cfs; 6/18, 57 cfs; 8/3, off; 9/8, 43 cfs

1988: 5/13, 23 cfs; 6/26, 66 cfs; 7/5, 52 cfs; 8/5, 0 cfs.

1990: 6/6, 8.6 cfs; 7/12, 1.5 cfs.

1991: 5/9, 8.95 cfs; 6/19, 73.83 cfs.

1992: 4/8, 2.00 cfs; 5/27, 18.00 cfs; 6/3, 25.00 cfs; 7/14, 12.00 cfs; 9/2, 2.00 cfs.

1993: 5/19, 15.80 cfs; 6/21, 21.90 cfs; 7/8, 45.00 cfs; 7/30, 35.50 cfs; 8/6, 40.00 cfs; 8/25, 2.50 cfs; 9/1, 3.00 cfs; 9/20, off.

1994: 5/12, 10.00 cfs; 5/26, 18.80 cfs; 6/1, 18.30 cfs; 6/7, 33.90 cfs; 6/14, 35.00 cfs; 6/22, 30.00 cfs; 7/25, 21.80 cfs; 8/5, 8/23, off; 8/30, 3.50 cfs; 9/8, 4.00 cfs; 9/19, 3.00 cfs.

1995: 4/16, 4/17, off; 5/4, 4.0 cfs; 5/10, 5.0 cfs; 5/31, 19.0 cfs (est); 6/5, 18.8 cfs; 6/27, 33.8 cfs; 8/3, 3.5 cfs (est); 9/14, off.

1996: 5/1, 9.0 cfs (est); 5/13, 12.0 cfs (est); 7/1, 44 cfs (est); 8/1, off.

1997: 8/15, off.

1998: 6/16, 72.6 cfs; 7/10, 73.4 cfs; 7/31, 1 cfs (est); 8/21, 1.37 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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

POLE CREEK NO.2 DITCH STATION NO. 006090.00
LATITUDE 42-51-31 LONGITUDE 109-45-06

ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN 15570410
SUBLETTE COUNTY 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 ** ** ** ** ** ** ** ** 14.00 66.00 49.00 ** 1
2 ** ** ** ** ** ** ** ** 16.00 66.00 47.00 4.00 2
3 ** ** ** ** ** ** ** ** 45.00 67.00 45.00 ** 3
4 ** ** ** ** ** ** ** ** 46.00 67.00 43.00 ** 4
5 ** ** ** ** ** ** ** ** 47.50 68.00 41.00 ** 5
6 ** ** ** ** ** ** ** ** 49.00 68.00 39.00 ** 6
7 ** ** ** ** ** ** ** ** 53.00 68.00 37.00 ** 7
8 ** ** ** ** ** ** ** ** 55.00 68.00 35.00 ** 8
9 ** ** ** ** ** ** ** ** 57.00 68.00 33.00 ** 9
10 ** ** ** ** ** ** ** ** 57.00 68.00 31.00 ** 10
11 ** ** ** ** ** ** ** ** 57.00 67.00 ** ** 11
12 ** ** ** ** ** ** ** ** 58.00 66.00 ** ** 12
13 ** ** ** ** ** ** ** ** 58.00 65.00 ** ** 13
14 ** ** ** ** ** ** ** ** 58.00 64.00 ** ** 14
15 ** ** ** ** ** ** ** ** 58.00 64.00 ** 2.00 15
16 ** ** ** ** ** ** ** ** 58.00 64.00 ** ** 16
17 ** ** ** ** ** ** ** ** 59.00 63.00 ** ** 17
18 ** ** ** ** ** ** ** ** 60.00 63.00 ** ** 18
19 ** ** ** ** ** ** ** ** 62.00 62.00 ** ** 19
20 ** ** ** ** ** ** ** ** 64.00 62.00 ** ** 20
21 ** ** ** ** ** ** ** ** 66.00 61.00 ** ** 21
22 ** ** ** ** ** ** ** ** 68.00 61.00 ** ** 22
23 ** ** ** ** ** ** ** ** 70.00 60.00 ** ** 23
24 ** ** ** ** ** ** ** ** 70.00 60.00 ** ** 24
25 ** ** ** ** ** ** ** ** 70.00 59.00 2.00 ** 25
26 ** ** ** ** ** ** ** 4.00 69.00 58.00 ** ** 26
27 ** ** ** ** ** ** ** 6.00 68.00 57.00 ** ** 27
28 ** ** ** ** ** ** ** 8.00 67.00 56.00 ** ** 28
29 ** ** ** ** ** ** ** 10.00 67.00 54.00 ** ** 29
30 ** ** ** **
** ** 12.00 66.10 51.00 ** ** 30
31 **
** **
**
14.00
50.00 **
31
TOTAL ** ** ** ** ** ** ** 54.00* 1712.60 1941.00 402.00* 6.00*
MEAN ** ** ** ** ** ** ** 9.00* 57.09 62.61 36.55* 3.00*
AC-FT ** ** ** ** ** ** ** 107.11* 3396.89 3849.92 797.35* 11.90*

POLE CREEK NO.2 DITCH STATION NO. 006090.00
LATITUDE 42-51-31 LONGITUDE 109-45-06

ELEVATION UNKNOWN DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN 15570410
SUBLETTE COUNTY DATA FROM WATER COMMISSIONERS (P)

MEAN DAILY FLOW IN CFS BY WATER YEAR
1978
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 72.00 80.00 26.00 21.00 1
2 ** ** ** ** ** ** ** ** 74.00 81.00 26.00 21.00 2
3 ** ** ** ** ** ** ** ** 76.00 82.00 26.00 20.00 3
4 ** ** ** ** ** ** ** ** 78.00 83.00 26.00 20.00 4
5 ** ** ** ** ** ** ** ** 80.00 84.00 26.00 20.00 5
6 ** ** ** ** ** ** ** ** 82.00 85.00 26.00 20.00 6
7 ** ** ** ** ** ** ** ** 84.00 85.00 25.00 20.00 7
8 ** ** ** ** ** ** ** ** 86.00 86.00 25.00 20.00 8
9 ** ** ** ** ** ** ** ** 86.00 87.00 24.00 20.00 9
10 ** ** ** ** ** ** ** ** 86.00 88.00 24.00 20.00 10
11 ** ** ** ** ** ** ** ** 86.00 89.00 23.00 20.00 11
12 ** ** ** ** ** ** ** ** 86.00 90.00 23.00 20.00 12
13 ** ** ** ** ** ** ** ** 87.00 90.00 22.00 20.00 13
14 ** ** ** ** ** ** ** ** 87.00 90.00 22.00 20.00 14
15 ** ** ** ** ** ** ** ** 86.00 90.00 21.00 20.00 15
16 ** ** ** ** ** ** ** ** 85.00 90.00 20.00 20.00 16
17 ** ** ** ** ** ** ** ** 85.00 90.00 20.00 20.00 17
18 ** ** ** ** ** ** ** ** 84.00 90.00 19.00 20.00 18
19 ** ** ** ** ** ** ** ** 84.00 90.00 18.00 19.00 19
20 ** ** ** ** ** ** ** ** 83.00 90.00 18.00 19.00 20
21 ** ** ** ** ** ** ** 50.00 83.00 90.00 18.00 19.00 21
22 ** ** ** ** ** ** ** 52.00 82.00 88.00 18.00 19.00 22
23 ** ** ** ** ** ** ** 54.00 82.00 86.00 18.00 19.00 23
24 ** ** ** ** ** ** ** 56.00 81.00 82.00 18.00 18.00 24
25 ** ** ** ** ** ** ** 58.00 80.00 80.00 18.00 18.00 25
26 ** ** ** ** ** ** ** 60.00 79.00 78.00 18.00 18.00 26
27 ** ** ** ** ** ** ** 62.00 78.00 76.00 19.00 18.00 27
28 ** ** ** ** ** ** ** 64.00 78.00 73.00 19.00 18.00 28
29 ** ** ** **
** ** 66.00 78.00 70.00 20.00 18.00 29
30 ** ** ** **
** ** 68.00 79.00 67.00 20.00 17.00 30
31 **
** **
**
70.00
65.00 21.00
31
TOTAL ** ** ** ** ** ** ** 660.00* 2457.00 2595.00 667.00 582.00
MEAN ** ** ** ** ** ** ** 60.00* 81.90 83.71 21.52 19.40
AC-FT ** ** ** ** ** ** ** 1309.09* 4873.39 5147.10 1322.97 1154.38

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


Rocky Mountain Ditch, East Fork New Fork River

Diversion Description: Diversion consists of a single 18" slide gate. No diversion dam exists.1

Diversion Location:
Source: East Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 10, 31, 106

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
06-06-1898 1851 Irrigation 299.00 4.25 4.25
05-31-1899 434E Irrigation 289.00 4.12 8.37
05-23-1900 539E Irrigation 415.00 5.89 14.26
11-14-1901 740E Irrigation 78.00 1.11 15.37
08-20-1909 2173E Irrigation 192.00 2.74 18.11 Permitted Source "East Fork New Fork River and Cottonwood 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 Cottonwood Creek above East Fork 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.

Rocky Mountain Ditch, East Fork New Fork 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



7.50 460.96



1986









1987









1988









1989









1990









1991









1992

17.79 1,058.58





1993









1994 22.72 1,397.00 20.84 1,240.07 12.40 762.45 0.70 43.04

1995 13.65 839.31 26.21 1,559.60 30.04 1,847.09 13.90 854.68

1996









1997









1998










Averages: 18.19 1,118.15 22.00 1,309.09 16.65 1,023.43 7.30 448.86

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: 7/6, 15 cfs; 10/2, 7 cfs.

1985: 7/7, 20.8 cfs; 7/8, 18.5 cfs; 7/31, off; 8/6, off; 8/14, 1.0 cfs (est); 9/25, 0.5 cfs (est).

1988: 4/12, 0 cfs; 6/18, 15 cfs; 6/26, 20.6 cfs; 6/27, 15.4 cfs.

1989: 4/21, 15 cfs; 5/3, 13 cfs; 6/26, 28 cfs; 8/3, 1 cfs.

1990: 7/11, 15.0 cfs (est).

1992: 5/29, 18.00 cfs; 6/8, 30.00 cfs; 6/10, 15.00 cfs; 6/11, 15.00 cfs; 7/10, 14.00 cfs.

1993: 4/29, 5/3, off; 6/14, 36.30 cfs; 7/27, off, 9/2, 2.00 cfs.

1994: 5/3, 15.00 cfs; 5/23, 29.80 cfs; 6/19, 21.90 cfs; 6/20, 15.00 cfs; 7/18, 15.00 cfs; 8/4, 1.00 cfs; 9/3, off.

1995: 4/10, off; 4/26, 2.5 cfs; 5/24, 18.0 cfs; 6/26, 30.0 cfs (est); 7/6, 30 cfs; 7/17, 34.1 cfs; 8/16, 12 cfs; 8/30, 12 cfs.

1996: 5/4, off; 6/26, 39 cfs (est).

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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


Sill, Ditch, West Fork New Fork River

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

Diversion Location:
Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 9, 33, 109

Conveyance Description: Open Channel Canal, approximately 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
06-02-1898 1849 Irrigation 560.00 7.95 7.95
11-01-1901 729E Irrigation 190.00 2.71 10.66
06-04-1903 1140E Irrigation 329.00 4.67 15.33
06-28-1906 1571E Irrigation 271.00 3.87 19.20
07-05-1907 1762E Irrigation 49.00 0.70 19.90

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 West Fork New Fork River above Pole 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.

Sill Ditch, West Fork New Fork 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)
1976

31.33 1,864.26 33.52 2,060.83 13.65 839.01 2.27 134.88
1980

39.77 2,366.48 35.71 2,195.72



1981

25.75 1,532.23 25.71 1,580.85



1982

36.88 2,194.51 45.37 2,789.69 11.01 676.98 0.00 0.00
1983

45.39 2,700.89 37.16 2,284.88



1984

42.06 2,502.74 17.96 1,104.32



1985 13.40 823.93 48.75 2,900.83 33.84 2,080.74



1986

23.87 1,470.27





1987

32.63 1,941.62





1988









1989

22.76 1,354.31 16.55 1,017.62



1990

34.62 2,060.03





1991









1992









1993









1994 10.58 650.54 21.72 1,292.43 23.55 1,448.03 7.73 475.30

1995 13.72 843.61 31.13 1,852.36 36.11 2,220.32



1996



21.79 1,339.81



1997









1998










Averages: 12.15 747.07 33.59 1,998.69 29.75 1,829.35 10.80 663.76 1.13 67.44
Data in italics from USGS gaging station 006065.00, 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, 21 cfs; 6/4, 34 cfs; 6/17, 42 cfs; 6/27, 44 cfs; 7/17, 43 cfs; 7/25, 37 cfs; 7/30, off.

1981: 6/9, 30 cfs; 7/7, 43 cfs; 7/24, 15 cfs; 7/30, 2 cfs; 8/7, off.

1982: 5/24, 28 cfs; 6/9, 34 cfs; 6/18, 28 cfs; 6/24, 49 cfs; 6/29, 47 cfs; 7/7, 56 cfs; 7/19, 46 cfs; 8/5, 22 cfs; 8/27, 9/24, off.

1983: 5/31, 29 cfs; 6/3, 30 cfs; 6/22, 55 cfs; 6/27, 55 cfs; 7/7, 55 cfs; 7/11, 48 cfs; 7/19, 39 cfs; 7/27, 28 cfs.

1984: 5/22, 10 cfs; 5/30, 8 cfs; 6/11, 49 cfs; 6/27, 47 cfs; 7/3, 37 cfs; 7/10, 38 cfs; 7/11, 36 cfs; 7/21, off.

1985: 5/23, 14.2 cfs; 6/6, 42.7 cfs; 6/27, 57.5 cfs; 7/22, 33.5 cfs; 7/30, off.

1986: 5/22, 31.5 cfs; 6/18, 47 cfs.

1987: 5/13, 2 cfs; 6/1, 38 cfs; 6/23, 51 cfs.

1989: 6/15, 52 cfs; 7/3, 31 cfs; 8/1, 0 cfs.

1990: 5/21, 6.2 cfs; 6/13, 38.0 cfs (est); 6/29, 38.0 cfs (est); 7/7, 31.0 cfs (est).

1993: 6/3, 43.30 cfs; 8/4, off.

1994: 5/13, 15.60 cfs; 6/13, 21.00 cfs; 7/2, 25.00 cfs; 7/22, 25.00 cfs; 8/15, 3.50 cfs; 9/7, 9.50 cfs.

1995: 4/12, 6.0 cfs; 5/25, 15.5 cfs; 6/7, 20.0 cfs; 6/21, 40 cfs (est); 7/18, 40 cfs (est); 8/9, 15 cfs (est).

1996: 6/25, 44.1 cfs; 7/25, 16.0 cfs (est).

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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

SILL DITCH STATION NO. 006065.00
LATITUDE 42-50-39 LONGITUDE 109-52-13
NE1/4 SW1/4 NW1/4 SECTION 9 TOWNSHIP 33N, RANGE 109W 6TH P.M.
ELEVATION 7150.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING AREA UNKNOWN BASIN 15570000
SUBLETTE COUNTY 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 ** ** ** ** ** ** ** ** 25.00 36.00 21.00 6.00 1
2 ** ** ** ** ** ** ** ** 25.00 37.00 20.00 5.00 2
3 ** ** ** ** ** ** ** ** 25.00 37.00 19.00 3.00 3
4 ** ** ** ** ** ** ** ** 25.00 38.00 18.00 2.00 4
5 ** ** ** ** ** ** ** ** 25.00 38.00 17.00 2.00 5
6 ** ** ** ** ** ** ** ** 26.00 38.00 16.00 2.00 6
7 ** ** ** ** ** ** ** ** 27.00 38.00 15.00 2.00 7
8 ** ** ** ** ** ** ** ** 29.00 38.00 15.00 2.00 8
9 ** ** ** ** ** ** ** ** 31.50 38.00 15.00 2.00 9
10 ** ** ** ** ** ** ** ** 33.00 38.00 15.00 2.00 10
11 ** ** ** ** ** ** ** ** 35.00 38.00 15.00 2.00 11
12 ** ** ** ** ** ** ** ** 35.00 37.00 15.00 2.00 12
13 ** ** ** ** ** ** ** ** 33.00 37.00 14.00 2.00 13
14 ** ** ** ** ** ** ** ** 31.00 36.00 14.00 2.00 14
15 ** ** ** ** ** ** ** ** 31.00 36.00 14.00 2.00 15
16 ** ** ** ** ** ** ** ** 32.00 35.00 13.00 2.00 16
17 ** ** ** ** ** ** ** ** 33.00 35.00 13.00 2.00 17
18 ** ** ** ** ** ** ** ** 34.00 34.00 13.00 2.00 18
19 ** ** ** ** ** ** ** ** 35.00 34.00 12.00 2.00 19
20 ** ** ** ** ** ** ** 20.00 35.00 33.00 12.00 2.00 20
21 ** ** ** ** ** ** ** 20.00 34.00 33.00 12.00 2.00 21
22 ** ** ** ** ** ** ** 21.00 33.00 32.00 12.00 2.00 22
23 ** ** ** ** ** ** ** 21.00 33.00 32.00 12.00 2.00 23
24 ** ** ** ** ** ** ** 22.00 32.40 31.00 12.00 2.00 24
25 ** ** ** ** ** ** ** 22.00 32.00 31.00 12.00 2.00 25
26 ** ** ** ** ** ** ** 23.40 33.00 29.00 12.00 2.00 26
27 ** ** ** ** ** ** ** 24.00 33.00 27.00 11.00 2.00 27
28 ** ** ** ** ** ** ** 24.00 34.00 25.00 10.00 2.00 28
29 ** ** ** ** ** ** ** 24.00 35.00 23.00 9.00 2.00 29
30 ** ** ** **
** ** 24.00 35.00 23.00 8.00 2.00 30
31 **
** **
**
25.00
22.00 7.00
31
TOTAL ** ** ** ** ** ** ** 270.40* 939.90 1039.00 423.00 68.00
MEAN ** ** ** ** ** ** ** 22.53* 31.33 33.52 13.65 2.27
AC-FT ** ** ** ** ** ** ** 536.33* 1864.26 2060.83 839.01 134.88

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


Tibbals Ditch, East Fork New Fork River

Diversion Description: Diversion consists of a single 40" wide wood plank stop log structure.1

Diversion Location:
Source: East Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 4, 31, 106

Conveyance Description: Open Channel Canal, approximately 2 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
11-25-1901 3559 Irrigation 1,417.66 20.25 20.25
06-18-1908 1916E Irrigation 28.00 0.40 20.65

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 East Fork River at Muddy Creek.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.

Tibbals Ditch, East Fork New Fork 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 4.19 257.65 35.37 2,104.76 41.96 2,580.30 10.61 652.34 3.62 215.42
1976 8.74 537.12 35.92 2,137.19 32.99 2,028.69 8.84 543.27 4.22 251.19
1978 10.81 664.46 37.97 2,259.17 26.84 1,650.25 7.35 452.23 4.47 265.78
1980 17.47 1,074.19 41.25 2,454.55 19.54 1,201.47 5.10 313.59 6.20 368.93
1981 17.67 1,086.49 30.92 1,839.87 14.49 890.96 8.21 504.81 5.78 343.93
1982

33.26 1,979.11 19.20 1,180.56 11.15 685.59 9.09 540.89
1983

18.23 1,084.76 13.20 811.64 17.26 1,061.28

1984

18.06 1,074.64 27.05 1,663.24 20.80 1,278.94 36.20 2,154.05
1985

11.84 704.53 16.76 1,030.53 6.77 416.27 11.83 703.93
1986









1987

8.82 524.83





1988









1989 47.07 2,894.22 44.73 2,661.62 17.30 1,063.74



1990









1991









1992

18.42 1,096.07





1993 20.21 1,242.66



4.17 256.40

1994









1995 13.95 857.75 25.40 1,511.40 28.81 1,771.46 13.59 835.62 6.12 364.17
1996









1997

41.71 2,481.82





1998










Averages: 17.51 1,076.82 28.71 1,708.17 23.47 1,442.99 10.35 636.39 9.73 578.70
Data in italics from USGS gaging station 006100.00, 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: 4/28, on; 4/30, 3 cfs; 5/6, 3 cfs; 5/13, 2 cfs; 5/20, 31 cfs; 5/21, 37 cfs; 5/29, 31 cfs; 6/3, 25 cfs; 6/10, 49 cfs; 6/18, 31 cfs; 6/23, 56 cfs; 6/30, 43 cfs; 7/9, 26 cfs; 7/15, 16 cfs; 7/22, 13 cfs; 7/24, 13 cfs; 7/28, 10 cfs; 8/8, 7 cfs; 8/12, 5 cfs; 8/21, 3 cfs; 9/22, 8 cfs; 9/29, 7 cfs.

1981: 4/24, 7.5 cfs; 5/8, 13 cfs; 5/14, 10 cfs; 5/28, 31 cfs; 6/4, 19 cfs; 6/9, 45 cfs; 6/17, 31 cfs; 6/25, 29 cfs; 7/7, 19 cfs; 7/15, 16 cfs; 7/20, 10 cfs; 8/4, 9 cfs; 8/13, 8 cfs; 8/27, 8 cfs; 10/2, 4 cfs (est).

1982: 5/24, 18 cfs; 6/2, 23 cfs; 6/9, 15 cfs; 6/18, 40 cfs; 6/22, 47 cfs; 7/2, 30 cfs; 7/8, 18 cfs; 7/16, 28 cfs; 7/25, 9 cfs; 8/3, 5 cfs; 8/27, 16 cfs; 9/22, 10 cfs.

1983: 5/24, off; 6/1, 13 cfs; 6/7, 13 cfs; 6/19, 21 cfs; 6/24, 23 cfs; 7/6, 20 cfs; 7/12, 12 cfs; 7/19, 3 cfs (est); 7/27, 16 cfs; 8/22, 19 cfs; 9/12, 7 cfs.

1984: 5/18, off; 5/22, 13 cfs; 6/1, 25 cfs; 6/9, 7 cfs; 6/12, 4 cfs (est); 6/14, 18 cfs; 6/29, 26 cfs; 7/6, 3 cfs (est); 7/11, 26 cfs; 7/11, 6 cfs; 7/19, 15 cfs; 7/23, 62 cfs; 7/30, 47 cfs; 8/24, 4 cfs (est); 9/25, 70 cfs.

1985: 6/7, 22.9 cfs; 7/5, 4.0 cfs; 7/13, 22.9 cfs; 7/19, 20.8 cfs; 7/24, 20.8 cfs; 7/31, 18.5 cfs; 8/19, 0.2 cfs (est); 9/5, 9.8 cfs; 9/25, 14.0 cfs; 10/25, 11.0 cfs.

1986: 6/19, 7.5 cfs; 7/9, 5.3 cfs; 9/9, 0.5 cfs (est).

1987: 5/14, 27.7 cfs; 6/18, 6.5 cfs; 7/14, 1 cfs; 8/31, 7.5 cfs.

1988: 4/12, 4 cfs; 6/26, 5 cfs; 7/1, 6.8 cfs.

1989: 4/14, 6 cfs; 4/21, 7 cfs; 4/29, 8 cfs; 5/13, 54 cfs; 5/23, 57 cfs; 6/26, 40 cfs; 7/17, 16 cfs; 8/3, 0 cfs.

1990: 7/11, 22.4 cfs.

1992: 5/29, 17.00 cfs; 6/8, 15.00 cfs; 6/10, 21.00 cfs; 6/11, 20.00 cfs; 7/10, 18.00 cfs.

1993: 4/29, 12.00 cfs; 5/3, 12.3 cfs; 6/14, 36.80 cfs; 7/27, 8.10 cfs; 9/2, 1.00 cfs.

1995: 4/10, 4.0 cfs (est); 4/18, 8.5 cfs; 4/26,10.0 cfs (est); 5/24, 15.0 cfs; 6/26, 30.0 cfs; 7/6, 33.3 cfs; 7/17, 30 cfs (est); 8/16, 12 cfs; 8/30, 10 cfs (est); 9/21, 8.5 cfs.

1996: 5/4, 8.5 cfs (est); 6/26, 9 cfs (est); 9/21, 7.0 cfs (est).

1997: 5/27, 20 cfs (est); 6/16, 53.1 cfs; 7/15, 13.0 cfs.

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

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

TIBBALS DITCH STATION NO. 006100.00
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 ** ** ** ** ** ** ** ** 16.00 62.20 29.00 4.50 1
2 ** ** ** ** ** ** ** ** 19.00 60.00 25.00 4.50 2
3 ** ** ** ** ** ** ** ** 21.00 59.00 20.00 4.50 3
4 ** ** ** ** ** ** ** ** 25.00 58.00 20.00 4.53 4
5 ** ** ** ** ** ** ** ** 25.00 57.00 15.00 4.50 5
6 ** ** ** ** ** ** ** ** 25.00 56.00 13.00 4.00 6
7 ** ** ** ** ** ** ** ** 25.00 55.00 12.10 4.00 7
8 ** ** ** ** ** ** ** ** 25.00 54.00 12.00 3.50 8
9 ** ** ** ** ** ** ** ** 25.00 51.60 12.00 3.50 9
10 ** ** ** ** ** ** ** ** 25.00 52.00 12.00 3.50 10
11 ** ** ** ** ** ** ** ** 24.25 64.10 11.00 3.50 11
12 ** ** ** ** ** ** ** 3.40 26.00 60.00 11.00 3.50 12
13 ** ** ** ** ** ** ** 4.00 28.00 56.00 11.40 3.50 13
14 ** ** ** ** ** ** ** 4.00 31.00 52.00 11.00 3.84 14
15 ** ** ** ** ** ** ** 4.00 33.00 46.00 11.00 3.50 15
16 ** ** ** ** ** ** ** 5.00 35.00 41.50 10.00 3.50 16
17 ** ** ** ** ** ** ** 5.00 38.00 38.00 10.00 3.50 17
18 ** ** ** ** ** ** ** 5.00 41.50 35.00 9.00 3.50 18
19 ** ** ** ** ** ** ** 5.00 35.00 32.00 9.00 3.50 19
20 ** ** ** ** ** ** ** 5.00 31.00 29.00 8.00 3.50 20
21 ** ** ** ** ** ** ** 6.00 36.00 29.00 7.00 3.50 21
22 ** ** ** ** ** ** ** 6.00 41.00 27.00 6.00 3.50 22
23 ** ** ** ** ** ** ** 6.00 46.00 24.00 6.00 3.50 23
24 ** ** ** ** ** ** ** 6.00 53.00 23.50 5.00 3.50 24
25 ** ** ** ** ** ** ** 7.00 60.00 11.00 4.89 3.24 25
26 ** ** ** ** ** ** ** 7.00 45.40 18.00 5.00 3.00 26
27 ** ** ** ** ** ** ** 7.50 46.00 23.00 5.00 3.00 27
28 ** ** ** ** ** ** ** 8.00 60.00 26.00 5.00 3.00 28
29 ** ** ** **
** ** 10.00 60.00 29.00 4.50 3.00 29
30 ** ** ** **
** ** 12.00 60.00 31.00 4.50 3.00 30
31 **
** **
**
14.00
31.00 4.50
31
TOTAL ** ** ** ** ** ** ** 129.90* 1061.15 1300.90 328.89 108.61
MEAN ** ** ** ** ** ** ** 6.50* 35.37 41.96 10.61 3.62
AC-FT ** ** ** ** ** ** ** 257.65* 2104.76 2580.30 652.34 215.42

TIBBALS DITCH STATION NO. 006100.00
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 ** ** ** ** ** ** ** ** 33.00 55.80 14.00 4.00 1
2 ** ** ** ** ** ** ** ** 36.00 55.00 10.00 2.00 2
3 ** ** ** ** ** ** ** ** 39.50 53.00 6.00 2.00 3
4 ** ** ** ** ** ** ** ** 39.00 51.00 5.00 2.00 4
5 ** ** ** ** ** ** ** ** 39.00 47.00 5.00 2.00 5
6 ** ** ** ** ** ** ** ** 39.00 43.00 5.00 2.00 6
7 ** ** ** ** ** ** ** ** 39.00 37.80 5.00 2.00 7
8 ** ** ** ** ** ** ** ** 39.00 34.00 5.00 2.00 8
9 ** ** ** ** ** ** ** ** 39.50 33.00 5.00 6.60 9
10 ** ** ** ** ** ** ** ** 39.00 32.00 17.10 6.00 10
11 ** ** ** ** ** ** ** ** 39.00 31.00 16.00 6.00 11
12 ** ** ** ** ** ** ** 7.50 39.00 29.50 15.00 5.00 12
13 ** ** ** ** ** ** ** 7.00 35.00 26.00 12.00 5.00 13
14 ** ** ** ** ** ** ** 7.00 30.00 23.00 12.00 5.00 14
15 ** ** ** ** ** ** ** 7.00 26.00 20.70 11.00 4.00 15
16 ** ** ** ** ** ** ** 6.00 26.00 20.00 10.00 4.00 16
17 ** ** ** ** ** ** ** 6.00 26.50 20.00 9.00 4.00 17
18 ** ** ** ** ** ** ** 6.00 25.00 20.00 8.00 4.00 18
19 ** ** ** ** ** ** ** 5.00 25.00 39.50 7.00 4.00 19
20 ** ** ** ** ** ** ** 5.20 25.00 38.00 6.00 4.00 20
21 ** ** ** ** ** ** ** 5.00 26.00 36.00 5.00 5.00 21
22 ** ** ** ** ** ** ** 7.00 28.00 36.00 5.00 5.00 22
23 ** ** ** ** ** ** ** 10.00 30.00 33.00 12.10 5.00 23
24 ** ** ** ** ** ** ** 14.00 31.00 31.00 11.00 5.20 24
25 ** ** ** ** ** ** ** 18.00 36.00 30.00 10.00 5.00 25
26 ** ** ** ** ** ** ** 24.00 41.00 29.00 10.70 5.00 26
27 ** ** ** ** ** ** ** 24.10 46.00 28.00 10.00 5.00 27
28 ** ** ** ** ** ** ** 25.00 51.00 26.50 9.00 5.00 28
29 ** ** ** ** ** ** ** 27.00 55.00 24.00 8.00 5.00 29
30 ** ** ** **
** ** 29.00 55.00 22.00 5.00 5.20 30
31 **
** **
**
31.00
18.00 5.00
31
TOTAL ** ** ** ** ** ** ** 270.80* 1077.50 1022.80 273.90 127.00
MEAN ** ** ** ** ** ** ** 13.54* 35.92 32.99 8.84 4.23
AC-FT ** ** ** ** ** ** ** 537.12* 2137.19 2028.69 543.27 251.90

TIBBALS DITCH STATION NO. 006100.00
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
1978
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 5.00 ** ** ** ** ** ** ** 21.00 38.00 12.00 4.00 1
2 5.00 ** ** ** ** ** ** ** 21.00 36.00 10.00 4.00 2
3 5.00 ** ** ** ** ** ** ** 22.00 34.00 10.00 4.00 3
4 5.00 ** ** ** ** ** ** ** 25.00 32.00 10.00 4.00 4
5 5.00 ** ** ** ** ** ** ** 28.00 31.00 10.00 4.00 5
6 5.00 ** ** ** ** ** ** ** 45.00 27.00 10.00 4.00 6
7 4.00 ** ** ** ** ** ** ** 45.00 25.00 10.00 4.00 7
8 4.00 ** ** ** ** ** ** ** 44.00 23.00 10.00 4.00 8
9 4.00 ** ** ** ** ** ** 10.00 42.00 21.00 10.00 4.00 9
10 4.00 ** ** ** ** ** ** 10.00 40.00 31.00 9.00 4.00 10
11 4.00 ** ** ** ** ** ** 10.00 38.00 31.00 9.00 4.00 11
12 3.00 ** ** ** ** ** ** 10.00 36.00 31.00 9.00 4.00 12
13 3.00 ** ** ** ** ** ** 10.00 36.00 30.00 9.00 4.00 13
14 3.00 ** ** ** ** ** ** 10.00 34.00 30.00 8.00 4.00 14
15 3.00 ** ** ** ** ** ** 11.00 34.00 29.00 8.00 4.00 15
16 2.00 ** ** ** ** ** ** 11.00 36.00 29.00 8.00 4.00 16
17 2.00 ** ** ** ** ** ** 12.00 38.00 28.00 7.00 5.00 17
18 2.00 ** ** ** ** ** ** 13.00 38.00 26.00 7.00 5.00 18
19 1.00 ** ** ** ** ** ** 14.00 40.00 24.00 6.00 5.00 19
20 1.00 ** ** ** ** ** ** 15.00 40.00 24.00 5.00 5.00 20
21 ** ** ** ** ** ** ** 16.00 42.00 24.00 5.00 5.00 21
22 ** ** ** ** ** ** ** 17.00 44.00 24.00 5.00 5.00 22
23 ** ** ** ** ** ** ** 17.00 26.00 24.00 5.00 5.00 23
24 ** ** ** ** ** ** ** 18.00 48.00 24.00 5.00 5.00 24
25 ** ** ** ** ** ** ** 18.00 48.00 24.00 5.00 5.00 25
26 ** ** ** ** ** ** ** 18.00 46.00 24.00 5.00 5.00 26
27 ** ** ** ** ** ** ** 18.00 43.00 24.00 5.00 5.00 27
28 ** ** ** ** ** ** ** 19.00 40.00 24.00 4.00 5.00 28
29 ** ** ** **
** ** 19.00 40.00 24.00 4.00 5.00 29
30 ** ** ** **
** ** 19.00 39.00 20.00 4.00 5.00 30
31 **
** **
**
20.00
16.00 4.00
31
TOTAL 70.00* ** ** ** ** ** ** 335.00* 1139.00 832.00 228.00 134.00
MEAN 3.50* ** ** ** ** ** ** 14.57* 37.97 26.84 7.35 4.47
AC-FT 138.84* ** ** ** ** ** ** 664.46* 2259.17 1650.25 452.23 265.78

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


Wardell Ditch, Green River

Diversion Description: Diversion consists of a single 6' steel panel headgate. No diversion dam exists.1

Diversion Location:
Source: Green River
Section, Township, Range: Lot 8, 30, 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
02-04-1898 1738 Irrigation 130.00 1.85 1.85
06-20-1900 551E Irrigation 225.00 3.26 5.11
04-03-1903 1014E Irrigation 113.00 1.61 6.72
01-13-1915 3107E Irrigation 262.83 2.75 9.47
07-31-1930 4684E Irrigation 110.00 1.57 11.04

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 Alkali Creek.2

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

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.

Wardell Ditch, Green River, Diversion Data

No Diversion Data Available.


Wright Ditch, West Fork New Fork River

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

Diversion Location:
Source: West Fork New Fork River, Trib. New Fork River, Trib. Green River
Section, Township, Range: 16, 35, 110

Conveyance Description: Open Channel Canal, approximately 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
05-27-1898 1844 Irrigation 275.00 3.92 3.92
05-15-1899 424E Irrigation 305.00 4.35 8.27
02-06-1904 1161E Irrigation 315.00 4.50 12.77
06-11-1929 4832E Irrigation 48.10 0.69 13.46

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 West Fork New Fork River north of Cora.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.

Wright Ditch, West Fork New Fork 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

34.07 2,027.31 26.35 1,620.48 5.55 341.18 5.67 337.67
1985 11.64 715.97 31.06 1,848.34 20.97 1,289.24 0.87 53.38 1.03 61.15
1986

29.81 1,773.58 13.14 807.83 5.72 351.63 20.81 1,238.20
1987 21.53 1,323.97 31.18 1,855.44 14.34 881.47 1.09 66.90 4.18 248.91
1988









1989









1990









1991









1992









1993









1994 0.00 0.00 2.23 132.96





1995









1996









1997









1998










Averages: 11.06 679.98 25.67 1,527.53 18.70 1,149.76 3.31 203.27 7.92 471.48
Data in italics from USGS gaging station 007104.00, 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:

1989: 6/5, 32 cfs.

1994: 5/13, 6/13, dry; 7/2, 12.00 cfs; 9/7, dry.

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

Supply: 1980, below average; 1981, slightly below average; 1982, average (late peak); 1983, above average; 1984, above average; 1985, below average; 1986, average to slightly above average; 1988: very below average; 1989, below average; 1990, below average; 1991, slightly below average; 1992, below average; 1993, average; 1994, below average; 1995, average to above average; 1996, average; 1997, average; 1998, average to above average.

WRIGHT DITCH STATION NO. 007104.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
NE1/4 SW1/4 SECTION 20 TOWNSHIP 35, RANGE 110 W 6TH P.M.
ELEVATION 7440.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1984
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 ** ** ** ** ** ** ** ** 10.70 36.60 5.48 5.75 1
2 ** ** ** ** ** ** ** ** 10.60 35.80 5.56 5.75 2
3 ** ** ** ** ** ** ** ** 10.30 16.40 5.52 5.75 3
4 ** ** ** ** ** ** ** ** 21.90 8.99 5.45 5.75 4
5 ** ** ** ** ** ** ** ** 37.00 8.64 5.41 5.75 5
6 ** ** ** ** ** ** ** ** 42.00 8.51 5.45 5.75 6
7 ** ** ** ** ** ** ** ** 41.60 22.10 5.48 5.75 7
8 ** ** ** ** ** ** ** ** 40.70 42.40 5.45 5.75 8
9 ** ** ** ** ** ** ** ** 40.30 42.00 5.37 5.75 9
10 ** ** ** ** ** ** ** ** 40.70 42.00 5.37 5.75 10
11 ** ** ** ** ** ** ** ** 41.10 40.70 5.37 5.75 11
12 ** ** ** ** ** ** ** ** 40.30 42.90 5.33 5.75 12
13 ** ** ** ** ** ** ** ** 39.40 42.90 5.33 5.75 13
14 ** ** ** ** ** ** ** ** 38.60 43.80 5.33 5.71 14
15 ** ** ** ** ** ** ** ** 34.30 43.30 5.41 5.67 15
16 ** ** ** ** ** ** ** ** 38.20 39.00 5.48 5.67 16
17 ** ** ** ** ** ** ** ** 38.60 39.40 5.48 5.67 17
18 ** ** ** ** ** ** ** ** 37.00 39.90 5.48 5.67 18
19 ** ** ** ** ** ** ** 6.80 34.70 37.80 5.52 5.67 19
20 ** ** ** ** ** ** ** 6.80 34.30 31.10 5.52 5.67 20
21 ** ** ** ** ** ** ** 6.84 34.70 33.60 5.52 5.67 21
22 ** ** ** ** ** ** ** 6.76 29.40 34.30 5.52 5.67 22
23 ** ** ** ** ** ** ** 6.59 35.10 30.10 6.14 5.67 23
24 ** ** ** ** ** ** ** 6.76 35.40 11.80 5.83 5.63 24
25 ** ** ** ** ** ** ** 6.84 35.80 6.06 5.79 5.60 25
26 ** ** ** ** ** ** ** 6.76 35.80 7.40 5.79 5.56 26
27 ** ** ** ** ** ** ** 7.49 35.80 6.97 5.71 5.52 27
28 ** ** ** ** ** ** ** 7.90 35.40 6.02 5.71 5.48 28
29 ** ** ** ** ** ** ** 8.16 35.80 5.52 5.71 5.48 29
30 ** ** ** **
** ** 11.00 36.60 5.48 5.75 5.48 30
31 **
** **
**
11.00
5.52 5.75
31
TOTAL ** ** ** ** ** ** ** 99.70* 1022.10 816.99 172.01 170.24
MEAN ** ** ** ** ** ** ** 7.67* 34.07 26.35 5.55 5.67
AC-FT ** ** ** ** ** ** ** 197.75* 2027.31 1620.48 341.18 337.67

WRIGHT DITCH STATION NO. 007104.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
NE1/4 SW1/4 SECTION 20 TOWNSHIP 35, RANGE 110 W 6TH P.M.
ELEVATION 7440.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1985
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 5.48 ** ** ** ** ** ** ** 24.40 0.39 0.16 1.28 1
2 5.52 ** ** ** ** ** ** ** 26.63 0.10 0.14 3.07 2
3 5.45 ** ** ** ** ** ** ** 29.02 14.54 0.13 5.96 3
4 5.45 ** ** ** ** ** ** ** 33.18 32.91 0.23 2.09 4
5 5.45 ** ** ** ** ** ** ** 32.37 31.57 0.71 1.16 5
6 5.45 ** ** ** ** ** ** ** 33.46 31.57 0.71 0.71 6
7 5.45 ** ** ** ** ** ** ** 36.00 29.27 0.64 0.43 7
8 5.41 ** ** ** ** ** ** ** 36.00 60.82 0.52 0.52 8
9 5.41 ** ** ** ** ** ** ** 36.59 61.25 0.47 0.58 9
10 5.41 ** ** ** ** ** ** 13.83 36.30 60.38 0.39 0.71 10
11 5.45 ** ** ** ** ** ** 8.64 36.00 60.82 0.39 0.58 11
12 5.41 ** ** ** ** ** ** 7.19 35.43 59.95 0.52 1.89 12
13 5.41 ** ** ** ** ** ** 6.55 34.57 58.25 0.58 1.56 13
14 5.41 ** ** ** ** ** ** 10.65 34.29 25.72 0.58 1.05 14
15 5.41 ** ** ** ** ** ** 15.28 36.00 24.83 0.64 0.52 15
16 5.37 ** ** ** ** ** ** 15.28 36.30 24.61 0.86 0.58 16
17 5.33 ** ** ** ** ** ** 15.43 36.30 22.51 2.53 0.64 17
18 5.30 ** ** ** ** ** ** 15.89 36.30 0.26 3.38 0.58 18
19 5.33 ** ** ** ** ** ** 15.59 36.00 0.19 1.28 0.86 19
20 5.30 ** ** ** ** ** ** 18.54 36.59 1.41 0.35 0.47 20
21 5.26 ** ** ** ** ** ** 18.37 35.14 7.19 0.58 0.47 21
22 5.26 ** ** ** ** ** ** 18.54 35.14 9.76 0.52 1.28 22
23 5.26 ** ** ** ** ** ** 18.37 34.85 10.31 0.52 0.71 23
24 5.22 ** ** ** ** ** ** 19.62 35.43 10.88 0.78 0.52 24
25 5.26 ** ** ** ** ** ** 20.93 32.64 8.73 1.05 0.47 25
26 5.22 ** ** ** ** ** ** 19.62 30.02 0.23 1.56 0.52 26
27 ** ** ** ** ** ** ** 19.62 29.02 0.78 3.07 0.52 27
28 ** ** ** ** ** ** ** 19.43 16.21 0.21 1.41 0.52 28
29 ** ** ** **
** ** 20.17 1.05 0.19 0.22 0.35 29
30 ** ** ** **
** ** 22.11 0.64 0.19 0.43 0.23 30
31 **
** **
**
21.32
0.17 1.56
31
TOTAL 139.68* ** ** ** ** ** ** 360.97* 931.87 649.99 26.91 30.83
MEAN 5.37* ** ** ** ** ** ** 16.41* 31.06 20.97 0.87 1.03
AC-FT 277.05* ** ** ** ** ** ** 715.97* 1848.34 1289.34 53.38 61.15

WRIGHT DITCH STATION NO. 007104.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
NE1/4 SW1/4 SECTION 20 TOWNSHIP 35, RANGE 110 W 6TH P.M.
ELEVATION 7440.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1986
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 0.21 7.19 ** ** ** ** ** ** 20.31 29.34 0.02 7.69 1
2 0.23 0.52 ** ** ** ** ** ** 22.25 28.10 0.20 8.23 2
3 0.28 0.43 ** ** ** ** ** ** 23.02 27.49 4.65 12.06 3
4 0.26 ** ** ** ** ** ** ** 21.75 26.90 1.50 13.01 4
5 0.26 ** ** ** ** ** ** ** 23.81 26.60 1.73 14.37 5
6 0.26 ** ** ** ** ** ** ** 30.63 26.60 0.02 18.50 6
7 0.35 ** ** ** ** ** ** ** 39.35 26.90 0.17 18.44 7
8 0.35 ** ** ** ** ** ** ** 35.13 26.60 6.13 19.61 8
9 0.28 ** ** ** ** ** ** ** 30.96 26.31 6.13 22.00 9
10 0.26 ** ** ** ** ** ** ** 27.19 25.46 6.31 22.51 10
11 0.26 ** ** ** ** ** ** ** 30.96 25.18 6.05 20.31 11
12 0.23 ** ** ** ** ** ** ** 37.39 24.90 8.01 18.07 12
13 0.23 ** ** ** ** ** ** ** 38.95 23.81 8.93 22.76 13
14 0.23 ** ** ** ** ** ** ** 37.77 18.94 9.05 22.76 14
15 0.23 ** ** ** ** ** ** ** 34.77 17.44 7.69 23.02 15
16 0.23 ** ** ** ** ** ** ** 32.30 9.81 7.17 23.02 16
17 0.23 ** ** ** ** ** ** ** 31.29 6.68 7.27 23.28 17
18 0.23 ** ** ** ** ** ** ** 30.30 6.59 0.11 23.54 18
19 0.23 ** ** ** ** ** ** ** 28.10 2.30 6.40 23.81 19
20 0.23 ** ** ** ** ** ** ** 27.49 0.55 7.07 23.81 20
21 0.23 ** ** ** ** ** ** ** 34.14 0.12 6.88 23.81 21
22 0.23 ** ** ** ** ** ** ** 31.96 0.12 6.22 24.08 22
23 0.32 ** ** ** ** ** ** ** 30.30 0.12 5.62 24.62 23
24 0.28 ** ** ** ** ** ** 0.31 29.34 0.09 8.81 25.46 24
25 0.28 ** ** ** ** ** ** 0.17 29.02 0.08 8.23 25.74 25
26 0.28 ** ** ** ** ** ** 0.17 28.10 0.07 8.23 25.46 26
27 0.28 ** ** ** ** ** ** 0.20 27.49 0.06 7.92 25.46 27
28 0.26 ** ** ** ** ** ** 0.15 26.90 0.04 7.80 23.81 28
29 15.59 ** ** **
** ** 0.08 26.90 0.03 7.69 22.00 29
30 4.94 ** ** **
** ** 0.15 26.31 0.03 7.58 23.02 30
31 9.66
** **
**
6.88
0.02 7.69
31
TOTAL 37.42 8.14* ** ** ** ** ** 8.11* 894.18 407.28 177.28 624.26
MEAN 1.21 2.71* ** ** ** ** ** 1.01* 29.81 13.14 5.72 20.81
AC-FT 74.22 16.15* ** ** ** ** ** 16.09* 1773.58 807.83 351.63 1238.20

WRIGHT DITCH STATION NO. 007104.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
NE1/4 SW1/4 SECTION 20 TOWNSHIP 35, RANGE 110 W 6TH P.M.
ELEVATION 7440.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1987
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 23.02 0.00 ** ** ** ** ** ** 31.78 30.47 0.23 2.78 1
2 23.54 0.00 ** ** ** ** ** ** 32.46 28.89 0.34 2.78 2
3 23.28 0.00 ** ** ** ** ** ** 31.45 10.68 3.66 2.78 3
4 17.44 0.00 ** ** ** ** ** ** 31.45 8.54 4.01 2.78 4
5 10.89 ** ** ** ** ** ** ** 31.12 8.89 2.78 2.78 5
6 10.89 ** ** ** ** ** ** ** 30.79 8.77 1.75 2.78 6
7 10.89 ** ** ** ** ** ** ** 31.45 31.45 1.59 2.78 7
8 10.89 ** ** ** ** ** ** ** 32.46 32.12 1.45 2.78 8
9 10.89 ** ** ** ** ** ** ** 35.26 27.09 1.45 2.11 9
10 0.00 ** ** ** ** ** ** ** 36.37 26.51 0.90 1.00 10
11 0.00 ** ** ** ** ** ** ** 34.54 29.83 0.23 1.00 11
12 0.00 ** ** ** ** ** ** ** 34.54 30.79 0.82 0.62 12
13 0.00 ** ** ** ** ** ** 32.46 34.19 28.28 0.09 0.62 13
14 0.00 ** ** ** ** ** ** 33.84 34.19 20.53 0.34 1.20 14
15 0.00 ** ** ** ** ** ** 34.90 29.83 12.43 1.00 6.21 15
16 0.00 ** ** ** ** ** ** 36.00 12.28 10.95 1.00 0.68 16
17 0.00 ** ** ** ** ** ** 37.50 11.10 11.24 0.90 0.17 17
18 0.00 ** ** ** ** ** ** 37.50 15.69 10.68 0.90 1.92 18
19 0.00 ** ** ** ** ** ** 37.50 34.90 9.50 0.10 7.76 19
20 0.00 ** ** ** ** ** ** 37.12 36.00 10.54 0.09 7.76 20
21 0.00 ** ** ** ** ** ** 36.74 36.00 13.73 0.07 7.87 21
22 0.00 ** ** ** ** ** ** 36.37 36.00 8.89 0.07 8.09 22
23 0.00 ** ** ** ** ** ** 36.00 36.00 7.25 0.07 8.09 23
24 0.00 ** ** ** ** ** ** 35.63 34.54 4.01 0.07 7.98 24
25 0.00 ** ** ** ** ** ** 35.26 34.19 0.38 0.07 0.46 25
26 0.00 ** ** ** ** ** ** 35.26 33.84 1.20 0.75 1.59 26
27 0.00 ** ** ** ** ** ** 34.54 29.83 6.21 1.92 9.50 27
28 0.00 ** ** ** ** ** ** 33.84 30.47 5.75 2.11 9.50 28
29 0.00 ** ** **
** ** 32.80 31.28 4.01 2.11 9.50 29
30 0.00 ** ** **
** ** 32.12 31.45 3.05 0.08 9.62 30
31 0.00
** **
**
32.12
1.75 2.78
31
TOTAL 141.73 0.00* ** ** ** ** ** 667.50* 935.45 444.41 33.73 125.49
MEAN 4.57 0.00* ** ** ** ** ** 35.13* 31.18 14.34 1.09 4.18
AC-FT 281.12 0.00* ** ** ** ** ** 1323.97* 1855.44 881.47 66.90 248.91

WRIGHT DITCH STATION NO. 007104.00
LATITUDE 42-59-51 LONGITUDE 109-58-39
NE1/4 SW1/4 SECTION 20 TOWNSHIP 35, RANGE 110 W 6TH P.M.
ELEVATION 7440.00 FT DRAINAGE AREA UNKNOWN
NONCONTRIBUTING 0.00 SQ MI BASIN 15570000
SUBLETTE COUNTY DATA FROM WWRC (C)
***TO USE THIS DATA, SEE VIC HASFURTHER***

MEAN DAILY FLOW IN CFS BY WATER YEAR
1988
DAY OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT DAY
1 9.62 1.00 ** ** ** ** ** ** ** ** ** ** 1
2 9.62 ** ** ** ** ** ** ** ** ** ** ** 2
3 9.25 ** ** ** ** ** ** ** ** ** ** ** 3
4 10.40 ** ** ** ** ** ** ** ** ** ** ** 4
5 12.91 ** ** ** ** ** ** 0.00 ** ** ** ** 5
6 12.59 ** ** ** ** ** ** 0.00 ** ** ** ** 6
7 13.07 ** ** ** ** ** ** 0.00 ** ** ** ** 7
8 13.40 ** ** ** ** ** ** 0.00 ** ** ** ** 8
9 8.31 ** ** ** ** ** ** 0.00 ** ** ** ** 9
10 6.95 ** ** ** ** ** ** 0.00 ** ** ** ** 10
11 6.86 ** ** ** ** ** ** 0.00 ** ** ** ** 11
12 6.76 ** 0.00 ** ** ** ** 0.00 ** ** ** ** 12
13 6.76 ** ** ** ** ** ** 0.00 ** ** ** ** 13
14 6.76 ** ** ** ** ** ** 0.00 ** ** ** ** 14
15 6.76 ** ** ** ** ** ** 0.00 ** ** ** ** 15
16 6.48 ** ** ** ** ** ** 0.00 ** ** ** ** 16
17 6.39 ** ** ** ** ** ** ** ** ** ** ** 17
18 6.39 ** ** ** ** ** ** ** ** ** ** ** 18
19 6.30 ** ** ** ** ** ** ** ** ** ** ** 19
20 6.30 ** ** ** ** ** ** ** ** ** ** ** 20
21 4.39 ** ** ** ** ** ** ** ** ** ** ** 21
22 4.01 ** ** ** ** ** ** ** ** ** ** ** 22
23 3.34 ** ** ** ** ** ** ** ** ** ** ** 23
24 3.34 ** ** ** ** ** ** ** ** ** ** ** 24
25 3.05 ** ** ** ** ** ** ** ** ** ** ** 25
26 3.05 ** ** ** ** ** ** ** ** ** ** ** 26
27 2.78 ** ** ** ** ** ** ** ** ** ** ** 27
28 1.20 ** ** ** ** ** ** ** ** ** ** ** 28
29 1.32 ** ** ** ** ** ** ** ** ** ** ** 29
30 1.32 ** ** **
** ** ** ** ** ** ** 30
31 1.20
** **
**
**
** **
31
TOTAL 200.88 1.00* 0.00* ** ** ** ** 0.00* ** ** ** **
MEAN 6.48 1.00* 0.00* ** ** ** ** 0.00* ** ** ** **
AC-FT 398.44 1.98* 0.00* ** ** ** ** 0.00* ** ** ** **

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