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File No. 20-3978-OI.P02 <br /> KLEINFELDER <br /> November 12, 1996 <br /> Each sample is individually labeled. The label includes Kleinfelder's name,job number, <br /> the date and time the sample was collected, the employee number of the individual who <br /> performed the 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 <br /> without the need to install monitoring wells. This method is usually used as an <br /> exploration tool for screening groundwater quality and reducing the number of wells <br /> needed at a site. <br /> A boring is drilled to the desired sampling depth, usually to the top of the groundwater <br /> surface, using hollow stem augers. The Hydropunch system, consisting of a steel drive <br /> point attached to a stainless steel barrel with an internal PVC slotted screen, is driven 2 to <br /> 3 feet past the bottom of the boring into the uppermost water bearing zone. The barrel is <br /> connected to the surface using clean, 2-inch diameter hollow steel rods. The barrel is <br /> then pulled back 1 to 2 feet exposing the internal PVC screen to the soil. Groundwater <br /> then enters the barrel through the screen under hydrostatic pressure and is brought to the <br /> surface with a clean, Teflon or stainless steel bailer. The samples are immediately <br /> labeled and placed in an iced sample container. <br /> Equipment used for Hydropunch sampling is decontaminated prior to use at each <br /> sampling location by steam cleaning, or by scrubbing in a trisodium phosphate or non- <br /> phosphate detergent 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 in situ <br /> groundwater sampling device. The borings are first advanced to a point immediately <br /> above the desired sampling depth where groundwater is encountered. A stainless steel <br /> drive tip equipped with a stainless steel filter is lowered into the boring at the end of a <br /> 2.5-inch diameter galvanized steel pipe and pushed using the drill rig approximately 6 to <br /> 12 inches into the soil/aquifer formation at the bottom of the boring. A sterilized, glass, <br /> vacuum sealed sampling ampoule (tube), similar to a standard volatile organics (VOA) <br /> vial, is then lowered through the pipe down to the tip with a cable. Between the tip and <br /> the sample tube is a double-sided hypodermic needle (syringe), which simultaneously <br /> punctures the seals on the stainless steel drive tip and the septum of the glass sample <br /> ampoule. The vacuum in the sample ampoule draws groundwater through the tip into the <br /> glass ampoule. The glass ampoule is then pulled out of the pipe, disengaging the syringe. <br /> 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, <br /> galvanized pipe, and other equipment used for sample collection are steam cleaned and/or <br /> washed with trisodium phosphate or non-phosphate detergent solution and double rinsed <br /> with distilled water prior to use. The sample probe and filters are cleaned in TSP solution <br /> and rinsed with methyl alcohol followed by a distilled water rinse prior to use. New, <br /> factory-sterilized syringe needles, O-rings, septum's and sample tubes are used for each <br /> sample. <br /> 20-3978-0/.P02/MP960132/WR960015 Page B-2 01996, Kleinfelder, Inc. <br />