Wyoming State Water Plan, Wyoming Water Development Office
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Northeast Wyoming River Basins Water Plan
Technical Memoranda

SUBJECT: Appendix J
Storage Operation and Description
BETTY NO. 1

PREPARED BY: HKM Engineering Inc.

DATE: March 2002



KEY STORAGE FACILITIES
Reservoir: BETTY NO. 1
Date: 22 Feb. 2001
Location: SESW 35, T40N, R72W
Owner: RANCH CO. (STEVE DILTS)
Year of Construction: 1954
Enlargement History: 1956
Total Storage: 2029 acre-feet
Active Storage: 1345 acre-feet
Dead Storage: 28.30 acre-feet
Area/Capacity Data: (Source: .Map to Accompany Applications for First Enlargement, Betty No. 1 Reservoir, Betty No. 2 Ditch, and Betty No. 3 Ditch,. on file in Safety of Dams office, SEO, Cheyenne, Wyoming.)

Contour Area (acres) Average Capacity (af)
80 1.8



5.66 28.30
85 9.52



16.29 81.45
90 23.06



35.39 176.95
95 47.72



74.92 374.60
100 102.12

PRESENT AVAILABLE CAPACITY 661.30
100 102.12



136.75 683.75
105 171.38


Proposed Enlargement 683.75

Proposed Total Capacity 1345.05
Dam Construction Type: Earth Fill
Outlet: Eight-inch welded steel pipe in dam;
Twelve-inch welded steel pipe in dike to east of dam
Spillway: East (dam) spillway:
100 feet wide at base, 140 feet wide at dam crest, walls at 3:1 slope. Max flow: 1778.40 cfs

West (dike) spillway:
515-foot-wide notch cut at approx. 3:1 slope, 5 feet deep at deepest point. Max flow: 11,553.65 cfs
End-of-Month Storage Records: No
Water Rights: (Source: Tabulation of Adjudicated Surface Water Rights of the State of Wyoming, Water Division Number Two, Oct. 1999)
Reservoir Permit Number Permitted Use Priority Date Volume (af) Headgate Location (S-T-R)
Betty No. 1 Res. 6124R I,S 03-18-1954 661.3 35-40-072
First Enl. Betty No. 1 6322R I,S 04-24-1956 683.75 35-40-072
Designated Use: Irrigation
Associated Irrigation Diversions: Betty No. 2 and Betty No. 3 ditches
Associated Industrial Diversions: None
Operational Discussion: Betty No. 1 Reservoir receives water from Bear and Lonetree Creeks, and according to the permit that accompanies its first enlargement petition, two centrifugal pumps pull water from the reservoir to water the ditches on either side of the headgates.
References: Map to Accompany Applications for First Enlargement Betty No. 1 Reservoir, Betty No. 2 Ditch, and Betty No. 3 Ditch, John C. Dilts, Douglas, Wyoming, 25 Sept. 1956.

Betty No. 1 Dam cross section (Source: .Map to Accompany Applications for First Enlargement, Betty No. 1 Reservoir, Betty No. 2 Ditch, and Betty No. 3 Ditch,. on file in Safety of Dams office, SEO, Cheyenne, Wyoming.):

Net Evaporation from Betty No. 1 Reservoir:

Lewis Annual Evaporation (in.) 45
Total Storage (acre-feet) 2,029


Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Average percent of storage 52.1 55.7 63.8 67.0 73.3 74.9 73.5 71.3 69.2 51.6 51.3 51.5
Generated storage (acre-feet) 1057 1129 1294 1359 1488 1519 1491 1447 1405 1046 1041 1044
Corresponding area (acres) 121.3 125.1 133.6 136.9 143.5 145.1 143.7 141.4 139.3 120.8 120.5 120.7
Calculations:
Monthly Lewis Evap. (inches) 1.215 1.125 1.755 3.6 5.175 5.895 7.695 7.02 5.175 3.42 1.755 1.17
Monthly Precipitation (inches) 0.25 0.25 0.75 1.75 2.75 2.25 1.75 1.25 1.25 0.75 0.75 0.25
Net Evaporation (inches) 0.965 0.875 1.005 1.85 2.425 3.645 5.945 5.77 3.925 2.67 1.005 0.92 TOTAL
Total Net Evaporation (acre-feet) 10 9 11 21 29 44 71 68 46 27 10 9 355