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TABLE 1 <br />Constant Rate Aquifer Pumping Test Results <br />Chevron Fuel Terminal 100-1621 <br />22888 Kasson Road <br />Banta, California <br />lI 1 .1 � ._1 <br />tu�.AVED <br />FEB 2 5 2016 <br />=NVIRONMENTAL <br />rAt t 1 R1=04RTRA1=KIT <br />Pumping Well <br />Water <br />Distance from <br />Response <br />Maximum <br />Evaluation of <br />Method <br />Transmissivity <br />Specific <br />and <br />Observation <br />Bearing <br />Pumping Well <br />Observed <br />Drawdown <br />Drawdown (D) or <br />of <br />T <br />H draulic Conductivity <br />Storativity <br />Yield <br />(ft/day) <br />(cm/sec) <br />Pumping Parameters <br />Well <br />Zone <br />(feet) <br />(feet) <br />Recovery (R) Data <br />Analysis <br />(ft2 / day) <br />S <br />Sv <br />TW -5 <br />MW -28A <br />A <br />20 <br />Y <br />1.04 <br />D <br />Neumann <br />228 <br />11 <br />0.0040 <br />0.49 <br />Q = 9.25 gpm <br />R <br />Theis Recovery <br />655 <br />33 <br />0.0116 <br />Pump On: 04/30/2003 <br />Pump Off: 05/01/2003 <br />MW -29A <br />A <br />20 <br />Y <br />1.18 <br />D <br />Neumann <br />212 <br />11 <br />0.0037 <br />0.45 <br />Duration Pumped = 1980 minutes <br />R <br />Theis Recovery <br />587 <br />29 <br />0.0104 <br />Saturated Thickness = 20 ft <br />MW -18A <br />A <br />50 <br />Y <br />0.67 <br />D <br />Neumann <br />326 <br />16 <br />0.0058 <br />0.30 <br />R <br />Theis Recovery <br />1094* <br />55 <br />0.0193 <br />MW -30A <br />A <br />60 <br />Y <br />0.35 <br />D <br />Neumann <br />144 <br />7 <br />0.0025 <br />0.12" <br />R <br />Theis Recovery <br />1945* <br />97 <br />0.0343 <br />— <br />ESTIMATE OF A -ZONE USING THE DISTANCE -DRAWDOWN METHOD <br />514 <br />26 <br />0.0091 <br />AVERAGE ARITIIMETIC ESTIMATES <br />381 <br />19 <br />0.0067 <br />0.41 <br />= Data not used in estimating the average aquifer parameters <br />- = Not available <br />pmprs1t-chev-banta-2 <br />