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A-2 <br /> Upon recovery, the three soil sample tubes were removed from the sampler One portion of the soil <br /> sample was placed in a ziplock bag for screening with an photoionization detector (PID), and another <br /> portion of the soil sample was used for classification and description One of the soil sample tubes was <br /> sealed and stored at approximately VC for transport to the laboratory The soil samples retained in <br /> ziplock bags were allowed to warm to ambient temperature, inducing volatilization of petroleum <br /> hydrocarbon vapors, and the headspace vapors were analyzed with a PID equipped with a 10 2 eV lamp <br /> 1 calibrated to hexane The highest observed reading was recorded on the soil boring Iog <br /> A chain-of-custody form was used to record possession of the samples from time of collection to arrival <br /> ' at the laboratory When the samples were shipped, the person in custody of them relinquished the <br /> samples by signing the chain-of-custody form and noting the tune The sample control officer at the <br /> laboratory verified sample integrity and confirmed that it was collected in the proper container, preserved <br /> correctly, and that there was an adequate volume for analysis <br /> 4.0 MONITORING WELL DEVELOPMENT <br /> Upon completion of each monitoring well and recovery well, a surge block was used to remove fines <br /> from the sand pack After surging, at least 6 well casing volumes of ground water were bailed from each <br /> ' well to remove sediment <br />' 5.0 SURVEYING <br /> Reference points at the tops of the casings of all monitoring wells, recovery wells, and deep vapor <br />' extraction wells, were surveyed on March 16, 1994, to allow correlation of the ground water levels at <br /> the site The wells were surveyed relative to City of Lodi Bench Marie No 374 with an elevation of <br /> 51 96 feet above mean sea level All elevations were surveyed to within 0 01-foot of the bench mark <br /> elevation <br />' 6.0 GROUND WATER DEPTH DETERMINATION <br /> Depth to ground water was measured to the nearest 0 01 foot using an electronic hand held water level <br /> indicator The depth to ground water was measured from a surveyed referenced point at the top of the <br /> well casing The tip of the probe was examined to determine whether a product sheen was present <br /> 1 <br /> ILRF-164 53I- <br />