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test The groundwater surface elevations should be measured prior to initiation of the test The <br /> . sparge test should be ran at three pressure and flow rate settings (1 5, 2 0, and 3 0 cfm) until <br /> conditions stabilize The nummum pressure required to displace the water out of each well (breakout <br /> pressure) should be determined using the column of water in that well Pilot tests at additional <br /> pressure settings should be performed, if necessary, after interpretation of the initial test data <br /> Pressure changes, flow rates, dissolved oxygen concentrations, volatile organic concentrations, and <br /> potentiometric elevations should be monitored throughout the test <br /> 7.0 LIMITATIONS <br /> This report has been prepared for the exclusive use of Chapin Brothers, Inc and other authorized <br /> parties as it pertains to the property located at 1766 Monte Diablo Avenue in Stockton, California <br /> All work has been performed in a manner consistent with generally accepted methods in the fields of <br /> environmental engineering and hydrogeology No other warranty, either implied or expressed, is <br /> made <br /> SEACOR 014-01-1 par 22 <br />