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I <br /> l 4 Monitoring Well Gravel Pack and Sloth 5-495; yn <br /> { <br /> The size of the graves pack that was plated adjacent to the well W i,te:y:�•' �l.'�y the pttsjerJt <br /> manager based on an estimation of the distribution of grain size in the formatk9n which is likely to be <br /> encountered within the uppermost saturated zone at the site. Available geologic infotutation was twined <br /> in the selection of his grain size. The gravel pack wa selected such that it will permit the development of <br /> a zone of the higher hydraulic conductivity adjacent to the well screen but will not allow piping of the <br /> fuser-grained fordtiadon into the well bore. The slot size of the well screen was selected such that it frill <br /> retain a minimum of 95 percent of the gravel pack material. <br /> i <br /> After monitoring wells were installed, each monitoring well was developed after rnmstruction with a <br /> ;1.75-inch-diameter bailer until the water produced was relatively sediment-free or until measurements of pH, <br /> specific conductance,and temperature stabilize. No water or chemicals were introduced into the monitoring <br /> _ wells during well development. All developed bracer was placed in drums on site for later disposal. <br /> ..i <br /> 71 1.6 Ground dater Sill <br /> A minimum of 24 hours following well development,and after water Ic4els have l>ecz allowed to stabilize <br /> in the well, to 5 wetted casing volumes of liquid w2s removed from each well by bailing with a <br /> laboratory-cleansd teflon bailer. Measurements of pH,specific conductance,and temperature-had been made <br /> .! at regular intervals during this procedure. Removal of liquid from each well was continued until the <br /> meas retilient of pH, specific conductt:nce, and temperature had stabilized. A liquid sample was thea <br /> collected from each well with a laboratory-cleaned,dedicated teflon bailer. Each sample was approprlately <br /> s ��,,:• labeled and stored on ice from the time of collection through the time of delivery to the laboratory. Ground <br /> water samples were transported to the laboratory and analyzed with in the EPA-specified holding time for <br /> j the requested analyses. <br /> " s_n 0116MY Y ASSURANCE ELAN <br /> This item describes the field and analytical procedures to be followed throughout the Investigation. ' <br /> Proper collection and Im"Ing are essential to etLsure the quality of a sample. Each sample was collected <br /> in a suitable container, preserved eoriiectly for the intended analysis, and stored prior to analysis for no. ' <br /> r.- <br />