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t <br />Location Uravan -Club Mesa <br />Date 4128/93 <br />Geohydrologist F. A. Peel <br />Borehole Tested CM93 -2 <br />Q= 2.5 gal/min <br />L= 15 ft <br />H. 401.45 ft <br />r= 0.33 ft <br />Permeability (k) = 2.5E-04 gal/min/tt ^2 <br />1.7E -05 cm /sec <br />Formation Tested Salt wash <br />0= 0.025 gal/min <br />L. 14ft <br />H= 746.05 ft <br />t= 0.33 ft <br />Permeability (k) = 1.4E-06 gal/min/ft <br />9.7E -08 cm /sec <br />Formation Tested Summerville <br />Q = Pump rate under static conditions <br />L • Length of test section <br />H - Differential head under static conditions <br />r - radius of hole tested <br />Table 2 <br />CONSTANT HEAD TESTS CM93 - 2 <br />Test ft 1 <br />Depth to Bottom of Borehole 240 ft <br />Depth to Top of Test Section 225 ft <br />Depth to Base of Test Section 240 ft <br />Diameter of Borehole 8 in <br />Depth to Ground Water r `!-ft <br />Height of Press Gage Above G.I 7.25 ft <br />Pressure (static conditions) psi <br />Pump Rate (static conditions) 2.5 gal/min <br />Test* 2 <br />Depth to Bottom of Borehole 330 ft <br />Depth to Top of Test Section 31 Eft <br />Depth to Base of Test Section 330ft <br />Diameter of Borehole 8 in <br />Depth to Ground Water — Fig ft <br />Height of Press Gage Above G.i 7.25 ft <br />Pressure (static conditions) 1 80 psi <br />Pump Rate (static conditions) 0.025 gal/min <br />0 x Inl L � <br />2xxLxH ` r <br />