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A-2.34 GP-8 TEST <br />The KI.M aquifer was pump tested through well GP-8. Water level, discharge <br />rate and field water quality were monitored during pumping. Table A-41 presents the <br />aquifer-test data for well CP-8. Pumping continued for 12 minutes until the pump <br />failed for a very short time when it was turned back on and ran for another 23 <br />minutes. A discharge rate of 1.7 gpm was measured during the pumping. <br />Figure A-50 presents the drawdown data vs. time on a semi-log plot for well <br />GP-8. Drawdown data has stopped over to the right and gives a broken curve <br />appearance due to the time delay while the pump was not running. The late data <br />gives a good straight line fit. By applying Jacob's method to the straight line <br />fit, a transmissivity value of 6 gal/day/ft i.s obtained. Permeability of the KLM <br />aquifer near well GP-8 was 0.01 ft/day. Well GP-8 is not a good producer indicative <br />in the low transmissivity value. it yielded. <br />A-2.35 GP-9 TEST <br />The Third White Sandstone aquifer near well GP-9 was pump tested on September <br />27, 1985. A discharge of 2.0 gpm was maintained for 43 minutes. Table A-42 <br />presents the drawdown data for well GP-9 collected during the pump test. <br />Late-time drawdown .data from [he GP-9 pump test gives a good straight line <br />fit. Analyzing: the data in Figure A-51 by using the straight line. data fit with <br />Jacob's method, a transmissivity value of 4.4 gal/day/ft ie obtained for [he Third <br />White Sandstone near well GP-9, Permeability at well GP-9 is calculated to be 0.01 <br />ft/day. <br />• <br />A-23 f~f~''9p~E~3 FEB 13 '87 <br />