Wyoming State Water Plan, Wyoming Water Development Office
Rafting on Snake River Lake Marie, Snowy Mountains Wyoming Wind River Range picture

TECHNICAL MEMORANDUM


Subject:Irrigation Diversion Operation and Description Memoranda
Prepared By:BRS Engineering
Date:2003

Roaring Fork

Enterprise


DESCRIPTION AND OPERATION MEMORANDUM

ENTERPRISE DITCH

USGS ID 42108 F6, 42108 G6 USGS Name Wolf Point, Lander

DIVERSION DESCRIPTION

Manually operated sliding wooden gate in concrete rectangle.

DIVERSION LOCATION

Source: Roaring Fork Creek, Saw Mill Creek
NE 1/4 NE 1/4 Section 33, Township 32N, Range 100W, 6th PM

CONVEYANCE DESCRIPTION

Complicated system of open dirt ditches collects water from Roaring Fork Creek, Townsend Creek, Saw Mill Creek and Crooked Creeks and conveys it into Beason Creek for delivery to North Lateral and Bluehill Lateral of Enterprise Ditch. Water division is by shares boxes based on ownership of shares in ditch company.

WYOMING WATER RIGHTS
Priority DatePermit NumberPermit UseAcresFlow(cfs)(af)Cumulative Flow(cfs)Comments
9/27/19025085Irr.,Dom.,Stk.1590.0022.72
22.72
4/22/19081917EIrr.,Dom.2001.5027.44
50.16
8/30/19334555RIrr.,Dom.,Stk.

870.0050.16
8/12/19395102RIrr.,Dom.,Stk.

623.5550.16
8/14/19395195ESupply


50.16
6/29/19656186ESupply


50.16
6/29/19656883RIrr.,Dom.,Stk.

204.0050.16

STORAGE RIGHTS

Enterprise Reservoir (a.k.a. Frye Lake) - 1700 a.f.

ESTIMATED CANAL LOSSES

Varies with time of year, estimated 20-30% at peak.

IRRIGATION PRACTICES

Conventional flood irrigation practices, some gated pipe, some small sprinklers.

CROP TYPES / CONSUMPTIVE USE

Pasture, native hay, occasional alfalfa hay, occasional small grain, lawns and gardens.

RETURN FLOWS

90% to Little Popo Agie River via Willow Creek, Anesi Draw, and Deadman Gulch, 10% to Big Popo Agie River

OTHER OPERATIONAL INFORMATION

Organization is a ditch company with little management capability. Water division is left to self-dividing share boxes.

CONTACT INFORMATION

Lyle Donovan
Lander, WY
(307)332-7975

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
YearMeasured Data
1983
1984
1985
1986
1995
1996
19975/15, 10.1 cfs; 5/21, 14.6 cfs; 5/28, 19.68 cfs; 6/3, 27.78 cfs; 6/5, 27.06 cfs; 6/12, 27.42 cfs; 6/16, 20 cfs; 6/26, 18.44 cfs; 7/1, 21.94 cfs; 7/28, 15.45 cfs; 8/5, 12.14 cfs; 8/15, 12.4 cfs; 8/26, 14.04 cfs; 9/9, 14.04 cfs; 9/17, 11.4 cfs; 9/25, 8.9 cfs
1998
19995/25, 10.1 cfs; 6/5, 11.1 cfs; 6/7, 20.64 cfs; 6/14, 18.13 cfs; 6/16, 18.13 cfs; 6/21, 19.06 cfs; 6/28, 20.32 cfs; 7/6, 18.75 cfs; 7/12, 19.06 cfs; 7/19, 16.03 cfs; 7/22, 14.04 cfs; 7/26, 12.94 cfs; 7/29, 13.48 cfs; 8/3, 11.87 cfs; 8/6, 16.92 cfs; 8/10, 15.74 cfs; 8/13, 15.74 cfs; 8/17, 13.48 cfs; 8/20, 14.04 cfs; 8/23, 14.04 cfs; 8/26, 14.04 cfs; 8/31, 13.76 cfs; 9/7, 9.37 cfs; 9/14, 6.03 cfs
20005/16, 0.87 cfs; 5/22, 16.62 cfs; 5/25, 17.22 cfs; 5/30, 19.06 cfs; 6/1, 17.82 cfs; 6/5, 17.52 cfs; 6/7, 16.92 cfs; 6/9, 17.52 cfs; 6/12, 16.62 cfs; 6/14, 16.92 cfs; 6/16, 16.62 cfs; 6/19, 19.37 cfs; 6/21, 16.03 cfs; 6/23, 15.45 cfs; 6/26, 12.67 cfs; 6/28, 15.45 cfs; 6/30, 14.6 cfs; 7/3, 13.21 cfs; 7/5, 15.45 cfs; 7/7, 15.45 cfs; 7/10, 14.6 cfs; 7/12, 13.76 cfs; 7/14, 11.36 cfs; 7/17, 10.84 cfs; 7/19, 10.1 cfs; 7/21, 9.13 cfs; 7/24, 11.87 cfs; 7/26, 11.16 cfs; 7/28, 10.34 cfs; 7/31, 8.89 cfs; 8/2, 9.85 cfs; 8/4, 8.43 cfs; 8/7, 5.43 cfs; 8/9, 4.31 cfs; 8/11, 3.28 cfs; 8/14, 2.8 cfs; 8/17, 2.8 cfs; 8/22, 2.8 cfs; 8/29, Off; 9/5, Off; 9/19, Off
20015/15, 2.96 cfs; 5/23, 8.89 cfs; 5/25, 7.74 cfs; 5/29, 11.9 cfs; 6/1, 2.9 cfs; 6/5, 4.6 cfs; 6/8, 14.6 cfs; 6/11, 14 cfs; 6/15, 11.9 cfs; 6/20, 11.6 cfs; 6/22, 6.22 cfs; 6/25, 10.8 cfs; 6/28, 10.3 cfs; 7/3, 8.66 cfs; 7/11, 5.43 cfs; 7/13, 5.63 cfs; 7/16, 5.43 cfs; 7/18, 5.05 cfs; 7/23, 2.96 cfs; 7/27, 2.5 cfs; 7/30, 2.22 cfs; 8/7, Off; 8/9, Off; 8/13, Off; 8/17, Off; 8/20, Off; 8/22, Off; 8/24, Off; 8/27, Off; 8/29, Off; 8/31, Off; 9/4, Off; 9/6, Off; 9/10, Off; 9/12, Off; 9/18, Off; 9/21, Off; 9/24, Off; 10/1, Off; 10/8, 2.22 cfs; 10/17, 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.