Wyoming State Water Plan
Wyoming State Water Plan
Wyoming Water Development Office
6920 Yellowtail Rd
Cheyenne, WY 82002
Phone: 307-777-7626
Wyoming Water Development Office
6920 Yellowtail Rd
Cheyenne, WY 82002
Phone: 307-777-7626
Subject: | Irrigation Diversion Operation and Description Memoranda |
Prepared By: | BRS Engineering |
Date: | 2003 |
DESCRIPTION AND OPERATION MEMORANDUM
AVANT (VAN ALSTINE-WALKER) DITCH
DIVERSION DESCRIPTION
Two 2' screwtype sliding metal gates in concrete headwall.
DIVERSION LOCATION
Source: Nowood River
N 61E 35' E, 851' from corner no.5 of Tract 50, Township 49N, Range 91W.
CONVEYANCE DESCRIPTION
Open dirt ditch 7 1/2 miles long delivering water to approximately 1700 acres (including lands originally served by the Avant, Secesh, and Dyke ditches) using portions of those original ditches as laterals adding another approximately 3 miles of ditch. Ditch serves 8 users and has an approximate capacity of 30 c.f.s.
WYOMING WATER RIGHTS
Priority Date | Permit Number | Permit Use | Acres | Flow(cfs) | (af) | Cumulative Flow(cfs) | Comments |
7/05/1895 | 1008 | Irr. | 120.00 | 1.71 | 1.71 | ||
2/27/1903 | 997E | Irr. | 571.29 | 8.14 | 9.85 | ||
2/10/1904 | 5847 | Irr. | 257.00 | 3.66 | 13.51 | ||
10/15/1904 | 1358E | Irr. | 26.00 | 0.37 | 13.88 | ||
9/09/1909 | 2779E | Irr. | 46.00 | 0.66 | 14.54 | ||
5/22/1911 | 2481E | Irr. | 18.00 | 0.26 | 14.80 | ||
12/16/1960 | 6062E | Irr. | 32.00 | 0.45 | 15.25 | ||
2/23/1961 | 6050E | Irr. | 22.20 | 0.32 | 15.57 | ||
12/04/1974 | 6540E | Irr. | 11.70 | 0.17 | 15.74 |
STORAGE RIGHTS
None
ESTIMATED CANAL LOSSES
Varies with time of year; estimated 25-30% at peak.
IRRIGATION PRACTICES
Conventional flood irrigation practices, enhanced by ditch lining and considerable use of irrigation pipe. Some sprinklers.
CROP TYPES / CONSUMPTIVE USE
Alfalfa hay, grass hay, pasture, occasional small grains, beans and occasional corn, lawns and gardens.
RETURN FLOWS
Moderate; all to Nowood River.
OTHER OPERATIONAL INFORMATION
CONTACT INFORMATION
Vernard Tharp
Manderson, WY
(307) 469-2397
PHOTO LOG
Information collected from files available at Division 3 Office of the State Engineer Office in Riverton, WY, and from the ditch contact person when available.
DIVERSION RECORD
Year | Measured Data |
1983 | |
1984 | 9/6, 18 cfs |
1985 | 8/6, 14 cfs; 8/19, 15 cfs |
1986 | 7/12, 20 cfs; 7/27, 15 cfs; 9/12, 15 cfs |
1995 | 5/2, 20.6 cfs; 5/8, 21.9 cfs; 5/15, 24.6 cfs; 5/22, Off; 6/1, 35.7 cfs; 6/7, 36.9 cfs; 6/15, 40.1 cfs; 6/20, 30.3 cfs; 6/26, 37.3 cfs; 7/5, 36.9 cfs; 7/13, 36.5 cfs; 7/17, 30.3 cfs; 7/24, 26.4 cfs; 7/31, 29.2 cfs; 8/7, 23.9 cfs; 8/16, 25 cfs; 8/24, 23.3 cfs; 8/29, 22.9 cfs; 9/6, 22.6 cfs; 9/11, 22.9 cfs; 9/22, 22.6 cfs; 9/25, 18.1 cfs; 10/3, 16.9 cfs; 10/10, 15.8 cfs |
1996 | 4/10, Off; 5/2, 23.3 cfs; 5/8, 23.6 cfs; 5/13, 23.3 cfs; 5/20, 35.7 cfs; 5/29, 38.1 cfs; 6/4, 35.7 cfs; 6/12, 35.3 cfs; 6/17, 34.1 cfs; 6/24, 31.8 cfs; 7/1, 28.9 cfs; 7/10, 25.7 cfs; 7/15, 24.6 cfs; 7/24, 25 cfs; 7/29, 24.3 cfs; 8/5, 23.3 cfs; 8/13, 22.9 cfs; 8/19, 21.6 cfs; 8/28, 21.3 cfs; 9/6, 21 cfs; 9/11, 19.68 cfs; 9/16, 20 cfs; 9/23, 20.96 cfs; 10/1, 19.37 cfs; 10/8, 19.68 cfs; 10/14, 18.13 cfs; 10/21, 16.92 cfs |
1997 | 4/21, Off; 4/28, Off; 5/5, 23 cfs; 5/15, 23 cfs; 5/20, 26 cfs; 6/6, 26 cfs; 6/13, 27 cfs; 6/16, 27 cfs; 6/24, 27 cfs; 6/30, 23 cfs; 7/11, 23 cfs; 7/14, 21 cfs; 7/25, 19 cfs; 7/30, 23 cfs; 8/6, 27 cfs; 8/13, 28 cfs; 8/15, 27 cfs; 8/22, 41 cfs; 8/25, 38 cfs; 9/1, 26 cfs; 9/8, 24 cfs; 9/17, 25 cfs; 9/23, 27 cfs |
1998 | 4/28, 20.64 cfs; 5/4, 23.6 cfs; 5/11, 24.28 cfs; 5/22, 24.62 cfs; 5/28, 24.28 cfs; 6/1, 23.94 cfs; 6/9, 25.66 cfs; 6/15, 24.97 cfs; 6/25, 24.62 cfs; 7/2, 25.31 cfs; 7/8, 24.62 cfs; 7/13, 25.31 cfs; 7/22, 24.62 cfs; 7/27, 25.31 cfs; 8/7, 24.62 cfs; 8/14, 24.97 cfs; 8/17, 25.31 cfs; 8/24, 24.97 cfs; 9/3, 23.94 cfs; 9/9, 23.6 cfs; 9/14, 19.68 cfs; 9/25, 19.06 cfs; 9/29, 19.37 cfs |
1999 | 4/12, 23.77 cfs; 4/15, 23.66 cfs; 4/20, 24.28 cfs; 4/22, 23.94 cfs; 4/27, 24.97 cfs; 5/4, 24.62 cfs; 5/14, 24.97 cfs; 5/17, 17.82 cfs; 5/28, 22.93 cfs; 6/1, 23.6 cfs; 6/7, 24.88 cfs; 6/14, 23.94 cfs; 6/24, 24.62 cfs; 7/6, 24.97 cfs; 7/15, 24.64 cfs; 7/21, 23.94 cfs; 7/26, 22.93 cfs; 8/6, 22.6 cfs; 8/10, 21.94 cfs; 8/17, 22.27 cfs; 8/23, 21.61 cfs; 9/3, 22.27 cfs; 9/8, 21.61 cfs; 9/13, 20.64 cfs |
2000 | 4/11, 23.94 cfs; 4/17, 25.66 cfs; 4/24, 28.86 cfs; 5/3, 28.5 cfs; 5/9, 27.78 cfs; 5/17, 27.42 cfs; 5/22, 28.14 cfs; 6/1, 27.42 cfs; 6/7, 29.23 cfs; 6/12, 28.86 cfs; 6/20, 28.5 cfs; 6/27, 28.06 cfs; 7/14, 27.78 cfs; 7/19, 27.42 cfs; 7/24, 27.06 cfs; 8/10, 25.66 cfs; 8/15, 24.28 cfs; 8/23, 22.93 cfs; 8/28, 21.61 cfs; 9/6, 21.94 cfs; 9/14, 21.28 cfs; 10/5, 20.32 cfs; 10/9, 20.96 cfs |
2001 | 4/3, Off; 4/11, Off; 4/19, Off; 4/23, 11.36 cfs; 4/30, 17.22 cfs; 5/9, Off; 5/14, 23.94 cfs; 5/22, 24.62 cfs; 5/29, 27.06 cfs; 6/5, 27.78 cfs; 6/11, 28.5 cfs; 6/19, 26.01 cfs; 6/28, 25.31 cfs; 7/2, 24.38 cfs; 7/10, 23.94 cfs; 7/18, 24.28 cfs; 7/26, 20 cfs; 7/30, 20 cfs; 8/3, 4.95 cfs; 8/6, 4.86 cfs; 8/13, 4.86 cfs; 8/20, 5.05 cfs; 8/21, 5.63 cfs; 8/22, 5.83 cfs; 8/23, 21.28 cfs; 8/26, 13 cfs; 8/27, 12.62 cfs; 8/28, 6.45 cfs; 9/4, 9.26 cfs; 9/7, 17.67 cfs; 9/10, 17.52 cfs; 9/12, 21.61 cfs; 9/14, 25.31 cfs; 9/17, 25 cfs; 9/25, 24.62 cfs; 10/1, 25.31 cfs |
Notes: | |||||||
| |||||||
Priority Date | Permit Number | Permit Use | Acres | Flow(cfs) | (af) | Cumulative Flow(cfs) | Comments |
3/20/1890 | Terr. | Irr.,Dom. | 322.00 | 4.64 | 4.64 | ||
12/12/1904 | 1299E | Irr. | 238.00 | 3.39 | 8.03 | ||
3/06/1905 | 1357E | Irr. | 171.00 | 2.42 | 10.45 | ||
4/06/1905 | 1352E | Irr. | 55.00 | 0.78 | 11.23 | ||
7/11/1907 | 1735E | Irr. | 66.00 | 0.94 | 12.40 | ||
11/21/1910 | 2357E | Irr.,Dom. | 96.00 | 1.37 | 13.77 |
STORAGE RIGHTS
None
ESTIMATED CANAL LOSSES
Varies with time of year; estimated 25% at peak.
IRRIGATION PRACTICES
Conventional flood irrigation practices enhanced by considerable use of irrigation pipe. Some sprinklers.
CROP TYPES / CONSUMPTIVE USE
Alfalfa hay, pasture, small grains, row crops, lawns and gardens.
RETURN FLOWS
Moderate; 100% to Nowood River.
OTHER OPERATIONAL INFORMATION
CONTACT INFORMATION
John Joyce | Lawrence M. Woods |
Manderson, WY | Worland, WY |
(307) 568-2514 | (307) 347-8761 |
PHOTO LOG
Information collected from files available at Division 3 Office of the State Engineer Office in Riverton, WY, and from the ditch contact person when available.
DIVERSION RECORD
Year | Measured Data |
1983 | |
1984 | 8/12, 6 cfs; 8/19, 2 cfs; 8/28, 2 cfs; 8/31, 2 cfs; 9/6, 1 cfs |
1985 | 8/19, 6 cfs; 9/13, 10.5 cfs |
1986 | 7/12, 10 cfs; 8/15, Off |
1995 | 5/2, 12.8 cfs; 5/8, 6.86 cfs; 5/15, 10.2 cfs; 5/22, 10 cfs; 6/1, 18.1 cfs; 6/8, 17.9 cfs; 6/15, 20.1 cfs; 6/20, 10.5 cfs; 6/26, 12.4 cfs; 7/5, 20.3 cfs; 7/13, 20.3 cfs; 7/17, 17.2 cfs; 7/24, 17 cfs; 7/31, 10.9 cfs; 8/7, 9.3 cfs; 8/16, 9.48 cfs; 8/24, 9.3 cfs; 8/29, 8.63 cfs; 9/6, 8.3 cfs; 9/11, 7.97 cfs; 9/22, 8.13 cfs; 9/25, 8.3 cfs; 10/3, Off; 10/10, Off |
1996 | 4/10, Off; 5/3, 10.2 cfs; 5/8, 10.4 cfs; 5/13, 10.2 cfs; 5/20, 10.2 cfs; 5/29, 11.3 cfs; 6/5, 10.9 cfs; 6/12, 12.6 cfs; 6/24, 11.8 cfs; 7/1, 10.4 cfs; 7/10, 9.82 cfs; 7/15, 9.13 cfs; 7/24, 9.3 cfs; 7/29, 8.79 cfs; 8/5, 8.63 cfs; 8/13, 7.97 cfs; 8/19, 8.13 cfs; 8/28, 9.3 cfs; 8/30, 10.9 cfs; 9/3, 9.48 cfs; 9/6, 9.13 cfs; 9/11, 8.63 cfs; 9/16, 8.46 cfs; 9/23, 7.97 cfs; 10/1, 7.02 cfs; 10/8, Off; 10/14, Off; 10/21, Off |
1997 | 4/12, 14 cfs; 4/21, 14 cfs; 4/28, 15 cfs; 5/5, 15 cfs; 5/15, 15 cfs; 5/20, 14 cfs; 6/6, 14 cfs; 6/13, 14 cfs; 6/16, 11 cfs; 6/24, 11 cfs; 6/30, 10 cfs; 7/11, 8 cfs; 7/14, 8 cfs; 7/25, 7 cfs; 7/30, 8 cfs; 8/6, 8 cfs; 8/13, 8 cfs; 8/15, 8 cfs; 8/22, 18 cfs; 8/25, 17 cfs; 9/1, 2 cfs; 9/8, 3 cfs; 9/17, 8 cfs; 9/23, 8 cfs |
1998 | 4/28, 8.46 cfs; 5/5, 9.11 cfs; 5/11, 9.48 cfs; 5/22, 9.3 cfs; 5/28, 9.65 cfs; 6/1, 9.3 cfs; 6/9, 9.65 cfs; 6/15, 9.3 cfs; 6/25, 8.96 cfs; 7/2, 8.79 cfs; 7/8, 8.96 cfs; 7/13, 9.48 cfs; 7/22, 9.13 cfs; 7/27, 9.3 cfs; 8/7, 8.63 cfs; 8/14, 8.46 cfs; 8/17, 8.79 cfs; 8/24, 8.46 cfs; 9/3, 7.97 cfs; 9/9, 7.81 cfs; 9/14, 7.71 cfs; 9/25, 7.02 cfs; 9/29, 6.56 cfs |
1999 | 4/15, 8.13 cfs; 4/20, 7.97 cfs; 4/22, 8.13 cfs; 4/27, 8.63 cfs; 5/4, 8.96 cfs; 5/14, 9.13 cfs; 5/17, 9.48 cfs; 5/28, 9.3 cfs; 6/1, 9.65 cfs; 6/7, 10 cfs; 6/14, 10.17 cfs; 6/24, 10 cfs; 7/6, 10 cfs; 7/15, 9.82 cfs; 7/21, 9.65 cfs; 7/26, 8.96 cfs; 8/6, 7.2 cfs; 8/10, 8.13 cfs; 8/17, 7.65 cfs; 8/23, 7.49 cfs; 9/3, 7.81 cfs; 9/8, 8.13 cfs; 9/13, 7.97 cfs |
2000 | 4/11, Off; 4/17, Off; 4/24, Off; 5/3, 8.13 cfs; 5/9, 8.46 cfs; 5/17, 8.96 cfs; 5/22, 9.3 cfs; 6/1, 10 cfs; 6/7, 10.17 cfs; 6/12, 10.71 cfs; 6/20, 10.89 cfs; 6/27, 11.26 cfs; 7/14, 12.19 cfs; 7/19, 12.57 cfs; 7/24, 12.95 cfs; 8/10, 12.19 cfs; 8/16, 9.82 cfs; 8/23, 8.3 cfs; 8/28, 7.97 cfs; 9/6, 7.65 cfs; 9/14, 7.81 cfs; 10/5, 7.17 cfs; 10/9, 6.96 cfs |
2001 | 4/3, Off; 4/11, Off; 4/19, Off; 4/23, Off; 4/30, 8.3 cfs; 5/9, 8.63 cfs; 5/14, 9.3 cfs; 5/22, 9.13 cfs; 5/29, 9.3 cfs; 6/5, 9.65 cfs; 6/11, 9.3 cfs; 6/19, 8.79 cfs; 6/28, 8.96 cfs; 7/2, 9.3 cfs; 7/10, 9.65 cfs; 7/18, 9.82 cfs; 7/26, 7.02 cfs; 7/30, 4.31 cfs; 8/3, 3.93 cfs; 8/6, 4.57 cfs; 8/13, 4.98 cfs; 8/20, 12.95 cfs; 8/21, 19.2 cfs; 8/22, 24.32 cfs; 8/23, 23.12 cfs; 8/26, 8.46 cfs; 8/27, 5.09 cfs; 8/28, 5.11 cfs; 9/4, 5.53 cfs; 9/7, 8.63 cfs; 9/10, 6.86 cfs; 9/11, 8.63 cfs; 9/12, 14.94 cfs; 9/13, 15.76 cfs; 9/14, 17.88 cfs; 9/17, 6.5 cfs; 9/24, 6.41 cfs; 9/25, 6.71 cfs; 10/1, 7.49 cfs |
Notes: |
|
DESCRIPTION AND OPERATION MEMORANDUM
SHAFER DITCH
USGS ID 44107 C7
DIVERSION DESCRIPTION
One 4' square metal culvert controlled by flash boards and rock diversion dam.
DIVERSION LOCATION
Source: Nowood River
S 41E 45' E, 4160' from the NW corner Section 3 o.s. Township 49N, Range 91W, and is in Lot 12 of Section 3.
CONVEYANCE DESCRIPTION
Open dirt ditch 5 1/2 miles long delivering water to approximately 840 acres and 6 users. Ditch capacity ~ 20 c.f.s.
WYOMING WATER RIGHTS
Priority Date | Permit Number | Permit Use | Acres | Flow(cfs) | (af) | Cumulative Flow(cfs) | Comments |
7/05/1895 | 1009 | Irr. | 139.00 | 1.96 | 1.96 | ||
12/17/1900 | 604E | Irr. | 488.00 | 6.95 | 8.91 | ||
7/07/1958 | 5963E | Irr.,Stk. | 131.00 | 1.87 | 10.78 | ||
2/17/1959 | 6044E | Irr.,Stk. | 78.00 | 2.96 | 13.74 |
STORAGE RIGHTS
NoneESTIMATED CANAL LOSSES
Varies with time of year; estimated 25% at peak.
IRRIGATION PRACTICES
Conventional flood irrigation practices enhanced by use of irrigation pipe. Some sprinklers.
CROP TYPES / CONSUMPTIVE USE
Alfalfa hay, native hay, pasture, small grains, occasional row crops, lawns and gardens.
RETURN FLOWS
Moderate; 100% to Nowood River.
OTHER OPERATIONAL INFORMATION
CONTACT INFORMATION
Robert Redland
Manderson, WY
(307) 469-2324
PHOTO LOG
Information collected from files available at Division 3 Office of the State Engineer Office in Riverton, WY, and from the ditch contact person when available.
DIVERSION RECORD
Year | Measured Data | ||||||
1983 | |||||||
1984 | 8/12, 3 cfs; 8/24, Off; 9/6, Off; 9/26, 2 cfs | ||||||
1985 | 8/6, 12 cfs | ||||||
1986 | 7/12, 12 cfs; 9/12, 10 cfs | ||||||
1995 | 5/2, Off; 5/8, Off; 5/15, 10.2 cfs; 5/22, Off; 6/1, 14.64 cfs; 6/8, 20.86 cfs; 6/15, 18.5 cfs; 6/20, 20.86 cfs; 6/26, 17.65 cfs; 7/5, 17.45 cfs; 7/13, 16.63 cfs; 7/17, 14.43 cfs; 7/24, 12.91 cfs; 7/31, 12.4 cfs; 8/7, 9.85 cfs; 8/16, 11.4 cfs; 8/24, 8.89 cfs; 8/29, 9.13 cfs; 9/6, 9.37 cfs; 9/11, 7.15 cfs; 9/22, 8.66 cfs; 9/25, 7.74 cfs; 10/3, 7.09 cfs; 10/10, Off | ||||||
1996 | 4/10, Off; 5/3, Off; 5/8, 6.87 cfs; 5/13, 7.97 cfs; 5/20, 15.8 cfs; 5/29, 15.5 cfs; 6/4, 20.3 cfs; 6/12, 20.6 cfs; 6/24, 19.1 cfs; 7/1, 12.4 cfs; 7/10, 11.6 cfs; 7/15, 11.1 cfs; 7/24, 10.6 cfs; 7/29, 10.1 cfs; 8/5, 9.85 cfs; 8/13, 9.61 cfs; 8/19, 10.1 cfs; 8/28, 10.9 cfs; 8/30, 11.4 cfs; 9/6, 10.6 cfs; 9/11, 10.1 cfs; 9/16, 10.34 cfs; 9/23, 10.59 cfs; 10/1, 10.1 cfs; 10/8, 7.08 cfs; 10/14, Off; 10/21, Off | ||||||
1997 | 4/5, Off; 4/21, Off; 4/28, Off; 5/5, Off; 5/15, 10 cfs; 5/20, 11 cfs; 6/6, 15 cfs; 6/13, 18 cfs; 6/24, 20 cfs; 6/30, 19 cfs; 7/11, 15 cfs; 7/14, 8 cfs; 7/25, 10 cfs; 7/30, 20 cfs; 8/6, 9 cfs; 8/15, 9 cfs; 8/21, 10 cfs; 8/25, 9 cfs; 9/1, 8 cfs; 9/8, 7 cfs; 9/17, 7 cfs; 9/23, 7 cfs | ||||||
1998 | 5/4, 10.1 cfs; 5/11, 9.85 cfs; 5/22, 10.59 cfs; 5/28, 11.36 cfs; 6/1, 11.61 cfs; 6/9, 12.44 cfs; 6/15, 11.87 cfs; 6/25, 12.4 cfs; 7/2, 12.67 cfs; 7/8, 12.67 cfs; 7/13, 11.61 cfs; 7/22, 11.36 cfs; 7/27, 11.87 cfs; 8/7, 12.4 cfs; 8/14, 12.14 cfs; 8/17, 11.87 cfs; 8/24, 11.1 cfs; 9/3, 11.36 cfs; 9/9, 11.61 cfs; 9/14, 10.84 cfs; 9/25, 11.1 cfs; 9/29, 10.59 cfs | ||||||
1999 | 4/27, 11.1 cfs; 5/4, 11.36 cfs; 5/14, 10.1 cfs; 5/17, Off; 5/28, Off; 6/1, 12.14 cfs; 6/14, 12.4 cfs; 6/24, 12.67 cfs; 7/6, 12.67 cfs; 7/15, 12.4 cfs; 7/21, 11.61 cfs; 7/26, 10.84 cfs; 8/6, 10.84 cfs; 8/10, 9.61 cfs; 8/23, 8.89 cfs; 9/3, 9.61 cfs; 9/8, 10.1 cfs; 9/13, 9.85 cfs | ||||||
2000 | 4/11, 5.05 cfs; 4/17, 7.3 cfs; 4/24, 9.37 cfs; 5/3, 9.85 cfs; 5/9, 10.34 cfs; 5/17, 10.84 cfs; 5/22, 11.61 cfs; 6/1, 12.4 cfs; 6/7, 12.94 cfs; 6/12, 12.67 cfs; 6/20, 13.21 cfs; 6/27, 13.76 cfs; 7/14, 13.79 cfs; 7/19, 14.32 cfs; 7/24, 13.76 cfs; 8/10, 12.67 cfs; 8/16, 10.34 cfs; 8/23, 8.06 cfs; 9/1, 7.97 cfs; 9/6, 7.52 cfs; 9/14, 7.08 cfs; 10/5, Off | ||||||
2001 | 4/3, Off; 4/11, Off; 4/19, 3.12 cfs; 4/23, 4.49 cfs; 4/30, 5.43 cfs; 5/9, 7.97 cfs; 5/14, 11.61 cfs; 5/22, 11.87 cfs; 5/29, 12.4 cfs; 6/5, 12.67 cfs; 6/11, 12.94 cfs; 6/19, 12.14 cfs; 6/28, 11.61 cfs; 7/2, 12.14 cfs; 7/10, 12.67 cfs; 7/18, 12.4 cfs; 7/26, Off; 7/30, Off; 8/3, 4.13 cfs; 8/6, 3.95 cfs; 8/13, 5.63 cfs; 8/20, 9.13 cfs; 8/21, 14.32 cfs; 8/22, 9.85 cfs; 8/23, 8.99 cfs; 8/26, Off; 8/27, 7.91 cfs; 8/28, 7.97 cfs; 9/4, 7.91 cfs; 9/7, 7.97 cfs; 9/10, 8.43 cfs; 9/11, 10.1 cfs; 9/12, 12.4 cfs; 9/13, 15.17 cfs; 9/14, 16.62 cfs; 9/17, 7.91 cfs; 9/25, 7.52 cfs; 10/1, Off |
Notes: | |
1 | For days in which two measurements were taken, one of the measurments was assigned to the day immediately before or after the actual measurement day. |
2 | Data from SEO Hydrographers Reports for years when spot measurements taken. |
DESCRIPTION AND OPERATION MEMORANDUM
WESTERN DITCH
USGS ID 44107 B5,44107 A5 USGS NAME HYATTVILLE
DIVERSION DESCRIPTION
One 4' screwtype rectangular steel gate in concrete headwall.
DIVERSION LOCATION
Source: Nowood River
S 72E 05' W, 2927' from the NE corner of section 33, Township 48N, Range 89W.
CONVEYANCE DESCRIPTION
Open dirt ditch 2 1/2 miles long to first split. East branch adds another 0.5 miles on the East side of Nowood River and delivers to 70 acres. West branch crosses the Nowood River in a 120' flume then courses approximately 3 milesfurther West with 4 major laterals irrigating approximately 500 acres in two ownerships. Ditch capacity ~ 15 c.f.s.
WYOMING WATER RIGHTS
Priority Date | Permit Number | Permit Use | Acres | Flow(cfs) | (af) | Cumulative Flow(cfs) | Comments |
8/02/1892 | 317 | Irr. | 557.00 | 7.94 | 7.94 | ||
2/17/1959 | 5975E | Irr.,Dom.,Stk. | 30.00 | 0.43 | 8.37 |
STORAGE RIGHTS
None
ESTIMATED CANAL LOSSES
Varies with time of year; estimated 30% at peak.
IRRIGATION PRACTICES
Conventional flood irrigation practices enhanced by considerable use of irrigation pipe.
CROP TYPES / CONSUMPTIVE USE
Alfalfa hay, grass hay, pasture, occasional grain, lawn and garden.
RETURN FLOWS
All to Nowood River
OTHER OPERATIONAL INFORMATION
CONTACT INFORMATION
Art Boe
Tensleep, WY
(307)366-2593
PHOTO LOG
Information collected from files available at Division 3 Office of the State Engineer Office in Riverton, WY, and from the ditch contact person when available.
DIVERSION RECORD
Year | Measured Data |
1983 | |
1984 | 8/31, Off; 9/16, 6 cfs |
1985 | 8/21, 4 cfs |
1986 | |
1995 | 5/3, Off; 5/9, Off; 5/15, Off; 5/24, Off; 5/31, Off; 6/7, Off; 6/13, 3.44 cfs; 6/21, 6.86 cfs; 6/28, 17.4 cfs; 7/6, 18.3 cfs; 7/13, 17.9 cfs; 7/19, 17.2 cfs; 7/26, 16.8 cfs; 8/2, 10 cfs; 8/7, 8.13 cfs; 8/16, 8.46 cfs; 8/24, 8.63 cfs; 8/30, 8.46 cfs; 9/6, 8.3 cfs; 9/11, 7.81 cfs; 9/20, 5.97 cfs; 9/25, 3.68 cfs; 10/4, 6.26 cfs; 10/10, Off |
1996 | 4/11, Off; 5/2, Off; 5/8, Off; 5/13, Off; 5/20, 11.3 cfs; 5/28, 12 cfs; 6/4, 13.9 cfs; 6/12, 14.5 cfs; 6/17, 14.3 cfs; 6/24, 13.7 cfs; 7/2, 11.8 cfs; 7/9, 9.48 cfs; 7/15, 8.63 cfs; 7/23, 7.65 cfs; 7/29, 7.02 cfs; 8/6, 6.71 cfs; 8/13, 5.82 cfs; 8/19, 6.12 cfs; 8/27, 6.41 cfs; 9/4, 5.97 cfs; 9/11, 5.25 cfs; 9/18, 5.53 cfs; 9/23, 5.39 cfs; 10/2, 4.57 cfs; 10/8, 4.05 cfs; 10/14, Off; 10/21, Off |
1997 | 4/21, Off; 4/28, Off; 5/5, Off; 5/15, Off; 5/20, 8 cfs; 6/6, 9 cfs; 6/10, 9 cfs; 6/16, 9 cfs; 6/24, 9 cfs; 6/30, 8 cfs; 7/1, 8 cfs; 7/14, 8 cfs; 7/25, 7 cfs; 7/30, 7 cfs; 8/7, 7 cfs; 8/15, 7 cfs; 8/18, 7 cfs; 8/25, 6 cfs; 9/3, 6 cfs; 9/8, 5 cfs; 9/17, 6 cfs; 9/24, 6 cfs |
1998 | 5/14, Off; 5/18, Off; 5/29, 7.52 cfs; 6/1, 8.2 cfs; 6/10, 8.66 cfs; 6/15, 8.43 cfs; 6/23, 9.37 cfs; 7/2, 10.84 cfs; 7/8, 10.59 cfs; 7/13, 9.13 cfs; 7/22, 8.2 cfs; 7/27, 8.89 cfs; 8/7, 9.37 cfs; 8/14, 9.13 cfs; 8/19, 8.89 cfs; 8/24, 9.37 cfs; 9/3, 8.89 cfs; 9/9, 9.13 cfs; 9/14, 7.97 cfs; 9/25, 7.52 cfs; 9/29, 7.3 cfs |
1999 | |
2000 | 4/11, Off; 4/20, 5.05 cfs; 4/28, 5.43 cfs; 5/3, 6.87 cfs; 5/9, 9.61 cfs; 5/17, 9.37 cfs; 5/22, 9.61 cfs; 5/30, 10.34 cfs; 6/5, 9.85 cfs; 6/12, 10.1 cfs; 6/20, 59 cfs; 6/26, 11.87 cfs; 7/14, 11.1 cfs; 7/19, 10.59 cfs; 7/24, 10.1 cfs; 8/10, 9.85 cfs; 8/16, 9.61 cfs; 8/23, 6.24 cfs; 9/1, 6.03 cfs; 9/6, 6.45 cfs; 9/14, 6.66 cfs; 10/6, Off |
2001 | 4/3, Off; 4/11, Off; 4/19, Off; 4/23, Off; 4/30, Off; 5/9, Off; 5/14, 10.59 cfs; 5/22, 10.84 cfs; 5/29, 11.61 cfs; 6/5, 12.14 cfs; 6/11, 11.87 cfs; 6/19, 11.36 cfs; 6/28, 10.84 cfs; 7/4, Off; 7/10, 10.1 cfs; 7/18, 10.59 cfs; 7/26, Off; 7/30, Off; 8/3, 7.94 cfs; 8/6, 7.94 cfs; 8/13, 7.94 cfs; 8/20, 8.43 cfs; 8/22, 8 cfs; 8/23, 8 cfs; 8/27, 7.74 cfs; 8/28, 7.97 cfs; 9/4, 7.94 cfs; 9/10, Off; 9/18, Off; 9/26, Off; 10/1, Off |
Notes: | |
1 | For days in which two measurements were taken, one of the measurments was assigned to the day immediately before or after the actual measurement day. |
2 | Data from SEO Hydrographers Reports for years when spot measurements taken. |