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~~ <br />Drawdown data for well GP-6A is plotted on log-log and semi-log plots in <br />Figures A-47 and A-48, respectively. The log-log plot was used with a Theis curve <br />to analyze the drawdown data. A transmissivity value of 19 gal/day/ft was obtained <br />using the Theis equation. Storage coefficient and permeability were calculated from <br />the Theis method transmissivity as 2.7E-4 and 0.04 ft/day, respectively. <br />Figure A-48 presents drawdown data for well GP-6A on a semi-log plot. A good <br />straight line fit of the data using Jacob's method yields a transmissivity value of <br />25 gal/day/ft for the QR aquifer. Permeability was calculated to be 0.05 ft/day for <br />the QR aquifer using the Jacob's method of transmissivity. <br />Transmissivities for the QR aquifer near the GP-6 well site agree fairly well <br />~~ in their values ranging from 15 gal/day/ft to 25 gal/day/ft. These values are <br />• thought to represent the QR aquifer in this area. <br />A-2.33 CP-7 TEST <br />Well GP-7 was pump tested September 27, 1985. Aquifer-test data collected <br />during the 50 minutes of pumping is presented in Table A-40. Water levels, <br />discharge rate and field water quality were monitored throughout the test. <br />A straight line fit of the late-time data using Jacob's :method yields a <br />transmissivity value of 7 gal/day/ft for the HI aquifer near well'-GP-7 see Figure <br />A-49). Permeability calculated from the Jacob method transmissivity if 0.03 ft/day. <br /> <br />A-zz R~',9gSED FEB 13 '87 <br />