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Well Purging <br /> Before samphng occurred a polyvmyl chloride (PVC) bailer, cenrfal pump, low-flow <br /> 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 <br /> protocol presented in Figure A-1 In most monitoring wells, the amount of water purged <br /> before sampling was greater than or equal to three casing volumes Some monitoring wells <br /> were expected to be evacuated to dryness after removing fewer than three casing volumes <br /> These low-yield monitoring wells were allowed to recharge for up to 24 hours Samples <br /> were obtained as soon as the monitoring wells recharged to a level sufficient for sample <br /> collection If insufficient water recharged after 24 hours, the monitoring well was recorded <br /> as dry for the sampling event. <br /> Groundwater purged from the monitoring wells was transported in a 500-gallon water <br /> trailer, 55-gallon drum, or a 325-gallon truck-mounted tank, to EMCON's San Jose or <br /> Sacramento office location for temporary storage EMCON arranged for transport and <br /> disposal of the purged groundwater through Integrated Waste Stream Management, Inc <br /> Field measurements of pH, specific conductance, and temperature were recorded in a <br /> waterproof field logbook Figure A-2 shows an example of the Water Sample Field Data <br /> Sheet on which field data are recorded Field data sheets were reviewed for completeness <br /> by the sampling coordinator after the sampling event was completed <br /> The pH, specific conductance, and temperature meter were calibrated each day before <br /> field activities were begun The calibration was checked once each day to verify meter <br /> performance Field meter calibrations were recorded on the Water Sample Field Data <br /> Sheet <br /> Well Sampling <br /> A Teflon bailer was the only equipment acceptable for well sampling When samples for <br /> volatile organic analysis were being collected, the flow of groundwater from the bailer was <br /> regulated to nummize turbulence and aeration Glass bottles of at least 40-milliliters <br /> volume and fitted with Teflon-lined septa were used m sampling for volatile organics. <br /> These bottles were filled completely to prevent air from remaining in the bottle A positive <br /> meniscus formed when the bottle was completely full A convex Teflon septum was placed <br /> over the positive meniscus to eliminate air. After the bottle was capped, it was inverted <br /> and tapped to verify that it contained no air bubbles The sample containers for other <br /> parameters were filled, filtered as required, and capped <br /> When required, dissolved concentrations of metals were determined using appropriate <br /> field filtration techniques The sample was filtered by emptying the contents of the Teflon <br /> bailer into a pressure transfer vessel. A disposable 0.45-micron acrylic copolymer filter <br /> was threaded onto the transfer vessel at the discharge point, and the vessel was sealed. <br /> SACNT'PJM05�D8051440 2CS-95Vas 1 A-3 Rev 0,11/21/95 <br />