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Y} ry <br /> Well Purging <br /> If the depth to groundwater was above the top of screens of the monitoring wells, then the wells <br /> were purged Before sampling occurred, a polyvinyl chloride (PVC) bailer, centrifugal pump, <br /> low-flow submersible pump, or Teflon bailer was used to purge standing water in the casing and <br /> gravel pack from the monitoring well Monitoring wells were purged according to the protocol <br /> presented in Figure A-1 In most monitoring wells, the amount of water purged before sampling <br /> was greater than or equal to three casing volumes Some monitoring wells were expected to be <br /> evacuated to dryness after removing fewer than three casing volumes These low-yield <br /> monitoring wells were allowed to recharge for up to 24 hours Samples were obtained as soon as <br /> the monitoring wells recharged to a level sufficient for sample collection If insufficient water <br /> recharged after 24 hours, the monitoring well was recorded as dry for the sampling event <br /> Groundwater purged from the monitoring wells was transported in a 500-gallon water trailer, <br /> 55-gallon drum, or a 325-gallon truck-mounted tank, to Pinnacle's San Jose or Sacramento office <br /> location for temporary storage Pinnacle arranged for transport and disposal of the purged <br /> groundwater through Integrated Waste Stream Management, Inc <br /> Field measurements of pH, specific conductance, and temperature were recorded in a waterproof <br /> field logbook Figure A-2 shows an example of the water sample field data sheet on which field <br /> data are recorded Field data sheets were reviewed for completeness by the sampling coordinator <br /> after the sampling event was completed <br /> The pH, specific conductance, and temperature meter werr- calibrated each day before field <br /> activities were begun The calibration was checked once each day to verify meter performance <br /> Field meter calibrations were recorded on the water sample field data sheet <br /> Well Sampling <br /> A Teflon bailer was the only equipment acceptable for well sampling When samples for volatile <br /> organic analysis were being collected, the flow of groundwater from the bailer was regulated to <br /> minimize turbulence and aeration Glass bottles of at least 40-milliliters volume and fitted with <br /> Teflon-lined septa were used in sampling for volatile organics These bottles were filled <br /> completely to prevent air from remaining in the bottle A positive meniscus formed when the <br /> bottle was completely full A convex Teflon septum was placed over the positive meniscus to <br /> eliminate air After the bottle was capped, it was inverted and tapped to verify that it contained <br /> no air bubbles The sample containers for other parameters were filled, filtered as required, and <br /> capped <br /> When required, dissolved concentrations of metals were determined using appropriate field <br /> filtration techniques The sample was filtered by emptying the contents of the Teflon bailer into a <br /> pressure transfer vessel A disposable 0 45-micron acrylic copolymer filter was threaded onto the <br /> transfer vessel at the discharge point, and the vessel was sealed Pressure was applied to the <br /> i <br /> CP lE\ARC0121681QTRLY121680199 DOC-9811sg 1 A-3 �GKt2C�C� <br />