Laserfiche WebLink
I a " a Groundwater Sampling <br /> sin■. -� <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 ng to advance to <br /> the next sample location while the groundwater is allowed to infiltrate <br />' The groundwater sampler operates by <br /> advancing 1 3/ inch hollow push rods 7 <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 rods <br /> are retracted, exposing the encased <br /> filter screen and allowing groundwater Vp"RI Perchad <br />' to infiltrate hydrostatically from the El C'`""""'",�A-r <br /> formation into the inlet screen A small <br /> � <br /> diameter bailer (approximately Y2 or 1/ <br /> inch) is lowered through the push rods <br /> into the screen section for sampleq.j <br /> collection. The number of downhole <br /> S��TY`P" h4i 1+ ���„fi✓+ �Nki�FFr..,%nY <br /> trips with the bailer and time <br /> necessary to complete the sample <br /> collection at each depth interval is a <br />' function of sampling protocols, volume <br /> requirements, and the yield <br /> charactenstics and storage capacity of Aquftr <br />' the formation Upon completion of <br /> sample collection, the push rods and <br /> sampler, with the exception of the PVC <br /> fscreen and steel drop off tip are <br /> retrieved to the ground surface, <br /> decontaminated and prepared for the <br />' next sampling event <br /> Figure GWS <br /> 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 /> CPT plot <br />' For a detailed reference on direct push groundwater sampling, refer to Zemo et <br /> . al , 1992 <br /> 1 <br />