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Last modified
7/29/2009 10:43:44 PM
Creation date
10/11/2006 11:28:12 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8059
Description
Section D General Studies-State Water Plan
State
CO
Date
1/1/1969
Title
Writing the Report 1969-Colorado River Basin Draft2
Water Supply Pro - Doc Type
Report/Study
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<br />I <br /> <br />i <br />.1 <br />I <br /> <br />.., <br />, <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />( <br />/. <br />\ -' <br /> <br />f---- <br />/ <br />"-- <br /> <br />PART: ill <br /> <br />COLORADO RIVER BASIN <br /> <br />Wei~hted <br />averac;?;e <br />concen- <br />Site tration <br />Ji ? P !;:;- <br />Tampa River near Maybell, Colo. 196 P[1!l- <br />White River at Buford, Colo. i02 ppm~ <br />Gunnison River near Grand <br />Junction, Colo. <br />Colorado River near Cameo, Colo. <br />Colorado Ri~er near Cisco, Utah. <br />Dolores River near Cisco <br />Animas River at Teft diversion <br />La Plata Ri~er near State L~ne <br />San Juan at Rosa, New 1.lex. <br />McEl~o Creek near Cortez, Colo. <br />..JJ ~LO" .,::..~....... ',' ,. <br />.. . .' ~ .", I' . _ fJ (P !:.:.'.' I' "'), , <br />b., Ground Water <br /> <br />B06 P"'''' <br />IBO r-r)nl- <br />2,050 r-~;a. <br />3,370 pp.;1l- <br />130 <br />2,15~ <br />3,BOO P?"'" <br />2.600 p.7)i"J\. <br /> '-' <br /> <br />Dischar~e <br />1,000 Tons/ <br />tons yr. mi2/yr. <br /> <br />30B 90 <br />33.2 131 <br />2,067 25B <br />19 216 <br />1~,351 595 <br />2,52~ 5~5 <br />3&.1 104 <br />&B.9 20B <br />~,IIOO 22 <br />-_l~l &05 <br /> <br />Ground water is an important sou~ce of do~estic water supplies <br /> <br />fOt".farms and ranches within the Colorado River Basin. The ground <br /> <br />water supplies are in general inadequate to meet major irri~ation, <br /> <br />municipal and industrial requirements. <br /> <br />(1). Quantity <br />{fo", <br />Yields .lio- individual '.ells g;enerally range from 1 to 50 g.p.m. <br /> <br />(gallons per minute) over a major portion of the basin. Yields <br /> <br />of 50-500 g.p.m. can be expected from wells that tap alluvium <br /> <br />along some of the major ~treams. In a few local areas yields as <br /> <br />high as 500 g.p.m. are generally available, and yields of more <br /> <br />than 1,000 r;.p.m. are possible fro1.1 properly constructed large- <br /> <br />diameter wells. <br /> <br />Numerous springs and seeps are scattered through the basin. <br /> <br />They are most commonly discharged along faults, geologic c~ntacts, <br /> <br />or where stream channels intersect the water table. <br /> <br />JJI ,~ --i <br /> <br />/0 <br /> <br />~~\.&\ <br />
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