WSP01689

• File Number: 8141.400
• Description: Fryingpan-Arkansas Project - Reports
• State: CO
• Basin: Arkansas
• Water Division: 5
• Date: 12/1/1962
• Author: US DoI BoR
• Title: Ruedi-Western Slope Investigations Colorado
• Water Supply Pro - Doc Type: Report/Study

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1IiT PROJECT

WATER SUPPLY

Present irrigation water supplies and shortages, Basalt project area
Unit--l 000 acre-feet
Total area
Cattle Creek unit Sopris unit Carbondale unit Demand and supply
Available water gjUPPly Missouri Heights Demand and Demand and Demand and Ideal
and surplus2 Reservoir supply supply supply diver- Shortage
Sur- Inflow Ideal Supply Shortage Excess Ideal Supply Shortage Ideal Supply Shortage sion Quan-
plus through End diver- wi thin Quan- diver- diver- within Quan- diver- wi-t;hin Quan- demand Supply tity
(Col. 1 Moun- of sion ideal tity s ions.!t/ s ion ideal tity Per- sion ideal tity (Sum of (Sum of (Sum of Per-
Usable minus tain Release year demand diver- (Col. 8 Percent (Col. 2 demand di ver- (Ccl.13 cent Excess demand div.er- ( Col.J.8 Percent Excess cols. cols. eols. cent
Stre'gf Diver- return cols.2 ~:~~j/ from Con- (4,988 sion mims of mims (400 sion minus of divery (739 s~on minus of diver- 8, 13, 9, 14, 10, 15, of
arY flo,.g sions flow lus star e tent acres demand col. 9 demand col. 9) acres) demand cOL. 14) demand sions4 acres) denia.nd col..:!9) demand sions!!:! and 18) and 19) and 20) demand
2 4 6 8 10 11 12 1 14 1 16 1 18 1 20 21 22 23 2 25 2
9 12.0 12.0 2.5 2.5 2. 2. 0 1 . 10.2 .2 37. 1. 1.3 0.9 o. 30. 0 2. O. 1. 75.0 0.1 20.1 11.7 1.
947 13.4 12.3 3.7 4.8 2.8 2.8 0 16.4 12.2 4.2 25.6 .1 1.3 .9 .4 30.8 0 2.4 2.4 0 0 .8 20.1 15.5 4.6 22.9
948 19.0 12.2 4.6 11.4 2.8 2.8 0 16.4 12.1 4.3 26.,2 .1 1.3 .9 .4 30.8 0 2.4 2.2 .2 8.3 .2 20.1 15.2 4.9 24.4
949 15.3 18.3 3.9 .9 2.8 2.8 0 16.4 12.9 3.5 21.3 5.4 1.3 1.2 .1 7.7 0 2.4 2.4 0 0 .3 20.1 16.5 3.6 17.9
950 13.2 14.6 3.0 1.6 2.8 2.8 0 16.4 11.5 4.9 29.9 3.1 1.3 1.0 .3 23.1 0 2.4 i.6 .8 33.3 .2 20.1 14.1 6.0 29.8
951 10.7 12.2 2.9 1.4 2.8 2.8 0 16.4 11.7 4.7 28.7 .5 1.3 1.1 .2 15.4 0 2.4 1.6 .8 33.3 .1 20.1 14.4 5.7 28.4
952 21.7 21.3 5.4 5.8 2.8 2.8 0 16.4 14.1 2.3 14.0 7.2 1.3 1.3 0 0 0 2.4 2.1 .3 12.5 .3 20.1 17.5 2.6 12.9
953 13.6 11.7 3.8 5.7 2.8 2.8 0 16.4 11.2 5.2 31.7 .5 1.3 1.0 .3 23.1 0 2.4 i,5 .9 37.5 .2 20.1 13.7 6.4 31.8
16.4 68.9 .4 ,
954 4.4 5.1 1.2 .5 -9 .9 0 5.1 11.3 0 1.3 .9 69.2 0 2.4 , .5 1.9 79.2 0 20.1 6.0 14.1 70.1
955 8.3 10.5 2.2 0 2.8 2.8 0 16.4 9.6 6.8 41.5 .9 1.3 .8 .5 38.5 0 2.4 ' .9 1.5 62.5 .2 20.1 11.3 8.8 43.8
L956 11.8 14.4 2.7 .1 2.8 2.8 0 16.4 9.8 6.6 40.2 4.6 1.3 1.1 .2 15.4 0 2.4 ' .9 1.5 62.5 .1 20.1 11.8 8.3 41.3
L957 33.9 27.8 9.7 15.8 2.8 1.7 1.1 16.4 16.4 0 0 10.3 1.3 1.3 0 0 0 2.4 ~.4 0 0 .4 20.1 20.1 0 0
L958 22.0 18.7 5.6 8.9 1.7 2.8 0 16.4 13.1 3.3 20.1 6.7 1.3 1.1 .2 15.4 0 2.4 1.1 1.3 54.2 .1 20.1 15.3 4.8 23.9
L959 8.8 11.0 2.4 .2 2.8 2.8 0 16.4 10.2 6.2 37.8 .8 1.3 1.1 .2 15.4 0 2.4 .9 1.5 62.5 0 20.1 12.2 7.9 39.3
L960 12.5 15.1 2.6 0 2.8 2.8 0 16.4 10.1 6.~ 38.4 5.0 1.3 1.2 .1 7.7 0 2.4 1.6 .8 33.3 0 20.1 12.9 7.2 35.8
Total 220.6 217.2 56.2 59.6 39.0 39.0 1.1 246.0 170.2 75. 462.1 47.0 19.5 15.3 4.2 323.3 0 36.0 22.7 13.3 554.1 3.0 301. 5 208.2 93.3 464.1
Average 14.7 14.4 3.7 4.0 2.6 2.6 .1 16.4 11.3 5.1 30.8 3.1 1.3 1.0 .3 21.5 0 2.4 ],.5 .9 36.9 .2 20.1 13.8 6.3 31.0
Y. Irrigation year, March through October.
?J. Combined streamflow of Cattle, Coulter, and Mesa Creeks.
~ Part of diversion shown in col. dt> 3-
Tjj Diversions in excess of ideal requirement.

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