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• Literature Cited <br />Boettcher, Arnold J. 1972. Ground Water Occurrence in Northern and Central Parts of Western <br />Colorado: Colorado Water Resource Cir. 15, USGS. <br />Botz, M.K., and D. Pedersen. 1976. Summary of Water Quality Criteria: Water Quality i Bureau, <br />Montana Dept. of Health and Environmental Sciences. Helena, Montana. 2 pp. <br />Branson, F.A., Gilford, G.F., Renard, K.G. and R.F. Hadley. 1981. Rangeland Hydrology: Society <br />for Range Management, Range Science Series: Kendall/Hunt Publishing Co., Dubuque, Iowa, 340 p. <br />Colorado Department of Health-Water Quality Control Division. 1983 (Revised,September 12, 1986). <br />Classifications and Numeric Standards, Lower Dolores and Gunnison River Basin (Planning Region <br />10), January 11, pages 14 of 17 and 15 of 17. <br />1986. The Basic Standards for Ground Water -Draft Copy (April). <br />Cooper, H.H., Jr., and C.E. Jacob. 1946. A Generalized Graphical Method for Evaluating Formation <br />Constants and Summary Well Field History: Trans. Am. Geophysical Union, Vol. 27, pp. 526-534. <br />n <br />L J <br />Cooper, H.H. Jr., J.D. Bredehoeft, and I.S. Papadopulos. 1967. Response of a finite -diameterwell <br />to an instantaneous charge of water: Water Resources Research, V. 3., No. 1, pp. 263-269. <br />Hem, J.D. 1970. Study and Interpretation of the Chemical tics of Natural Water: Geological Survey <br />Water Supply Paper 1473. <br />lorns, W.Y., C.H. Hembree, and G.L. Oakland. 1965. Water Resources of the Upper Colorado River <br />Basin--Technical Report: USGS Prof. Paper 441-A, pp. 1-40. <br />1965a. Water Resources of the Grand Division -Technical Report: USGS Prof. Paper 441-C, <br />pp. 75-180. <br />Kircher, J.E., Choquette, A.F., and B.D. Richter. 1985. Estimation of Natural Stream Flow <br />Characteristics in Western Colorado: USGS Water-Resources Investigations Report 85-4086. <br />Lohman, S.W. 1965. Geology and Artesian Water Supply, Grand Junction, Colorado: USGS Prof. <br />Paper 451. <br />• (Revised 6/01) 2.05.6 (3) - 39 <br />