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k'q KLEINFELDER <br /> undisturbed soil. The sampler is then removed from the bottom of the boring. The ends of the <br /> bottom (third) tube are covered with Teflon and sealed with tight fitting plastic caps. <br /> Each sample is individually labeled. The label includes Kleinfelder's name,job number, the date <br /> and time the sample was collected, the employee number of the individual who performed the <br /> sampling, and a unique five-digit sample identification number. <br /> B-2.4 Hydropunch Groundwater Sampling <br /> Hydropunch is a method to collect representative groundwater samples from boreholes without <br /> the need to install monitoring wells. This method is usually used as an exploration tool for <br /> screening groundwater quality and reducing the number of wells needed at a site. <br /> A boring is drilled to the desired sampling depth, usually to the top of the groundwater surface, <br /> using hollow stem augers. The Hydropunch system, consisting of a steel drive point attached to <br /> a stainless steel barrel with an internal PVC slotted screen, is driven 2 to 3 feet past the bottom of <br /> the boring into the uppermost water bearing zone. The barrel is connected to the surface using <br /> clean, 2-inch diameter hollow steel rods. The barrel is then pulled back 1 to 2 feet exposing the <br /> internal PVC screen to the soil. Groundwater then enters the barrel through the screen under <br /> hydrostatic pressure and is brought to the surface with a clean, Teflon or stainless steel bailer. <br /> The samples are immediately labeled and placed in an iced sample container. <br /> Equipment used for Hydropunch sampling is decontaminated prior to use at each sampling <br /> location by steam cleaning, or by scrubbing in a trisodium phosphate or non-phosphate detergent <br /> wash followed by a distilled water rinse. <br /> B-2.5 Collection of BAT Probe Groundwater Samples <br /> One-time groundwater samples are collected using a BAT Probe, which is an insitu groundwater <br /> sampling device. The borings are first advanced to a point immediately above the desired <br /> sampling depth where groundwater is encountered. A stainless steel drive tip equipped with a <br /> stainless steel filter is lowered into the boring at the end of a 2.5-inch diameter galvanized steel <br /> pipe and pushed using the drill rig approximately 6 to 12 inches into the soil/aquifer formation at <br /> the bottom of the boring. A sterilized, glass, vacuum sealed sampling ampoule (tube), similar to <br /> a standard volatile organics (VOA) vial, is then lowered through the pipe down to the tip with a <br /> cable. Between the tip and the sample tube is a double-sided hypodermic needle (syringe), <br /> which simultaneously punctures the seals on the stainless steel drive tip and the septum of the <br /> glass sample ampoule. The vacuum in the sample ampoule draws groundwater through the tip <br /> into the glass ampoule. The glass ampoule is then pulled out of the pipe, disengaging the <br /> syringe. The septum in the glass ampoule and drive tip reseals after the syringe is removed. <br /> To reduce the potential for introducing contaminants into the samples, the drive tip, galvanized <br /> pipe, and other equipment used for sample collection are steam cleaned and/or washed with <br /> trisodium phosphate or non-phosphate detergent solution and double rinsed with distilled water <br /> prior to use. The sample probe and filters are cleaned in TSP solution and rinsed with methyl <br /> 02002PR0P.ENV/ST05P174/DH:Iv Page B-2 <br /> ©2005 Kleinfelder,Inc. May 16,2005 <br />