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EGG Groundwater Sampling <br /> (GWS) <br /> Gregg In Situ, Inc conducts groundwater sampling using a Hydropunch® type <br /> groundwater sampler, Figure GWS The groundwater sampler has a retrievable <br /> stainless steel or disposable PVC screen with steel drop off tip This allows for <br /> samples to be taken at multiple depth intervals within the same sounding <br /> location. In areas of slower water recharge, provisions may be made to set <br /> � temporary PVC well screens during sampling to allow the drill rig to advance to <br /> the next sample location while the groundwater is allowed to infiltrate <br /> The groundwater sampler operates by <br /> advancing 1 '/ inch hollow push rods <br /> with the filter tip in a closed <br /> configuration to the base of the <br /> desired sampling interval Once at the <br /> desired sample depth, the push rodsrilry <br /> are retracted, exposing the encased <br /> filter screen and allowing groundwater <br /> to infiltrate hydrostatically from the •,, v_"� ryx, z_ ,, t <br /> formation into the inlet screen. A small <br /> diameter bailer (approximately "A or '/ <br /> inch) is lowered through the push rods <br /> into the screen section for sample <br /> t collection The number of downhole <br /> i trips with the bailer and time <br /> necessary to complete the sample <br /> j collection at each depth interval is a <br /> I function of sampling protocols, volume _! {- ''Y" <br /> requirements, and the yield 7 <br /> characteristics and storage capacity of <br /> the formation Upon completion of <br /> i sample collection, the push rods and <br /> j sampler, with the exception of the PVC <br /> screen and steel drop off tip are <br /> retrieved to the ground surface, <br /> decontaminated and prepared for the <br /> I next sampling event Figure GWS <br /> l A summary of the groundwater samples collected, including the sampling date, <br /> depth and location identification, is presented in Table I and the corresponding <br /> j CPT plot <br /> • For a detailed reference on direct push groundwater sampling, refer to Zemo et. <br /> al , '1992 <br /> 1 <br />