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PROJ00300
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Last modified
11/19/2009 11:43:16 AM
Creation date
10/5/2006 11:48:27 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153643
Contractor Name
Morgan County Quality Water District
Water District
0
County
Morgan
Bill Number
XB 99-999
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />i I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />acre-feet per year. It is estimated that the aquifer could sustain removal <br />of an additional 2000 acre-feet per year over a long period of time. <br /> <br />Lost Creek alluvium. Lost Creek alluvial aquifer is the largest of <br /> <br /> <br />the three considered herein and is also the most intensely developed to <br /> <br /> <br />date. Lost Creek heads in Township 4 South in northern Arapahoe County <br /> <br /> <br />some 40 miles from the So"th Platte River and joins the South Platte Valley <br /> <br /> <br />in Township 4 North near Deerfield. It is the northern portion of the <br /> <br /> <br />basin, essentially that north of Interstate Highway 80S,,,hich has been <br /> <br /> <br />considered as a potential water supply for the Morgan County Quality Water <br /> <br /> <br />District. A sizable productive aquifer exists in this region and "ells <br /> <br /> <br />capable of yielding up to 1500 gallons per minute can be obtained in the <br /> <br /> <br />area of thickest saturation. Twenty-eight irrigation wells presently tap <br /> <br /> <br />the Lost Creek alluvium north of Highway I-80S. The estimated ground-water <br /> <br /> <br />consumptive use frow the 28 wells is about ,6700 acre-feet per year, which is <br /> <br /> <br />somewhat less than the estimated 8000 acre-feet of the historical consump- <br /> <br /> <br />tive use of ground water from the high water table. Thus, if existing <br /> <br /> <br />irrigation wells are converted to supply domestic water, the Lost Creek <br /> <br /> <br />alluvium very easily has sufficient supply to meet the District's potential <br /> <br /> <br />needs. However, the longevity of the water quality is uncertain because of <br /> <br /> <br />inferior water quality in the aquifer immediately upstream from Highway <br /> <br /> <br />I-80S, and it would be necessary to remove land from irrigation. <br /> <br />Hay Gulch alluvium. The Hay Gulch alluvium is the smallest as well as <br />the least developed aquifer of the three discussed here. r'lY Gulch, an <br />intermittent and poorly developed surface stream, tributary to the South <br />Platte River heads in Township 1 North, Range 62 West, and trends in a <br />northerly direction joining the South Platte River Valley near Deerfield. <br />The entire watershed lies in eastern Weld County. The aquifer is quite <br />narrow and has an estimated volume of ground water in storage of 60,000 <br />acre-feet. Essentially the only use of ground water from the Hay Gulch <br />alluvium to date has been for livestock supplies. Three irrigation wells <br />have been drilled and two additional valid permits for irrigation wells <br />exist. The underflow from the Hay Gulch alluvium into the South Platte <br />River Valley alluvium is estimated to be about 3000 acre-feet per year <br />(based on ground-water slope, cross-sectional area and estimated permeability). <br /> <br />- 7- <br /> <br />M. W. BITTINGER AND ASSOCIATES, INC. <br />
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