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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 /> <br />I <br /> <br />I <br />I <br />I <br /> <br /> Table 3. Well Permits, Hay Gulch Alluvium <br /> Location Permit No. Discharge Volume <br /> (gpm) (ac-ft) <br />NW 1/4, SW 1/4, Sec. 8Y l750l-F 1600 500 <br />NE 1/4, NW 1/4, Sec. 8 17502-F 1600 500 <br />SW 1/4, SW 1/4, Sec. 8 l6644-F 1600 500 <br />SW 1/4, NW 1/4, Sec. 5 l8337-F 1200 320 <br />SW 1/4, NE 1/4, Sec. 5 B338-F 1200 320 <br /> Total - - - - 7200 2140 <br /> <br />I <br /> <br />I <br />I <br /> <br />l/All in T3N, R6lW <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Water utilization and <br />proiected water levels <br /> <br />The exportation of 1100 to 1500 acre-feet per year from the Hay Gulch <br /> <br /> <br />alluvium will cause a lowering of the water table until a new equilibrium <br /> <br /> <br />between recharge and discharge is obtained. It is conservatively estimated <br /> <br /> <br />that the Hay Gulch alluvium contains 60,000 acre-feet of ground water in <br /> <br /> <br />storage.1J An average annual discharge of 3000 acre-feet per year to the <br /> <br /> <br />South Platte alluvium is balanced on the average with an equivalent amount <br /> <br /> <br />of recharge from precipitation on the land surface overlying the aquifer. <br /> <br />The proposed project will remove less than one-half the estimated <br /> <br /> <br />average annual recharge. In addition, the total volume removed in a 20-year <br /> <br /> <br />period would be less than one-half the estimated 60,000 acre-feet in storage. <br /> <br /> <br />It is projected that if no other major water withdrawals are allowed from <br /> <br /> <br />this aquifer, the water level in the vicinity of the wells will decline <br /> <br /> <br />approximately 25 to 30 feet and will stabilize at that level by the end of <br /> <br /> <br />the 20-year period. Such a lowering will reduce the saturated thickness in <br /> <br /> <br />the vicinity of the wells from the present 90 to 100 feet to about 60 to <br /> <br /> <br />75 feet, but well yields of approximately 1000 gallons per minute will still <br /> <br /> <br />be possible. <br /> <br />l/A previous estimate made for the Colorado Ground Water Commission of the <br />amount of storage in the Hay Gulch alluvium was 200,000 acre-feet (Nelson, <br />Haley, Patterson and Quirk, 1967), but test drilling conducted by the Morgan <br />County Quality Water Association (see Appendix A) indicates this figure is <br />too high. <br /> <br />- 9 - <br /> <br />M, W. BITTINGER AND ASSOCIATES, INC. <br />
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