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Interim Investigation Report June 21, 1996 <br /> Chapin Brothers Automotive Stockton, California <br /> A-3.0 FIELD METHODS FOR WELL DEVELOPMENT AND SAMPLING <br /> The following sections summarize field methods used in association with the development of the <br /> wells and collection of groundwater samples at the site <br /> Development <br /> Monitoring well MW5 was developed by surging with a vented surge block and pumping The <br /> ' well were purged of over 40 gallons <br /> Subjective Inspection <br /> Prior to purging or sampling, the wellheads were inspected and found to be in good condition A <br /> tdisposable plastic bailer was lowered to the groundwater surface, retrieved, and inspected for floating <br /> product or other subjective evidence of contamination No floating product was present An electronic <br /> ' water level indicator was used to measure the depth to groundwater and the total depth of each well <br /> relative to a surveyed mark on the wellhead The thickness of the water column was then used to <br /> calculate the volume of water in the well and thus to arrive at a calculated minimum purge volume <br /> M <br /> Well Purging <br /> collection each well was purged using a 1 5-inch-diameter, decontaminated, <br /> Prior to samplep g g <br /> e submersible electric pump The volumes purged correspond to a minimum of three well volumes (casing <br /> and gravel pack volume) Table 3 lists the date of sampling, well casing elevation, depth to water, <br /> groundwater elevation, and product thickness for each well for this monitoring cycle and all known <br /> previous sampling events Field parameters of pH, temperature and electric conductivity were measured <br /> using a field instrument during purging of each well and are presented on Table 1 <br /> Groundwater Sampling <br /> ' Following purging, each monitoring well was allowed to recover to greater than 90% of the <br /> original well volume Each monitoring well was sampled using a 1 5-in-diameter, disposable <br /> polyethylene bailer lowered approximately a third of the way through the groundwater surface in the well <br /> Groundwater samples were then transferred into two sterilized 40-m1 glass vials equipped with Teflon <br /> ' septa Each vial was checked to ensure that no air bubbles were entrapped, and then each sample <br /> container was immediately labeled, placed into an ice chest kept at 4°C using ice, and logged on a chain- <br /> of-custody form The samples were transferred the following day into the custody of a courier employed <br /> by Sparger Technology Analytical Laboratories <br /> LUSH GEosciENCEs <br />