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Cl �. <br /> ATTACHMENT B <br /> IT'S FIELD AND LABORATORY PROCEDURES <br /> Exploratory Drilling <br /> The soil borings were drilled using 8-inch hollow-stem auger drilling equipment Bonngs were <br /> logged by an IT geologist or engineer using the Unified Soil Classification System and standard <br /> geologic techniques Soil samples were collected at 5-foot depth intervals using a California- <br /> modified split-spoon sampler The sampler was driven a maximum of 18 inches using a <br /> 140-pound hammer with a 30-inch drop All soil samples for chemical analysis were retained in <br /> brass liners, capped with Teflon squares and plastic end caps, and sealed in ZiplockTm-style bags <br /> The samples were placed on ice for transport to the laboratory accompanied by chain-of-custody <br /> documentation All down-hole drilling and sampling equipment was steam-cleaned following <br /> the completion of the soil boring Down-hole sampling equipment was washed in a tnsodium <br /> phosphate or alconox solution between samples <br /> Groundwater Monitoring Well Installation <br /> Groundwater monitoring wells were completed in three soil borings by installing 2-inch <br /> diameter, flush-threaded, Schedule 40 PVC casing with 0 020-inch factory-slotted screen <br /> Approximately 10 feet of screen was used to construct the monitoring wells An RMC 2112 sand <br /> pack, or equivalent, was placed in the annular space across the entire screened interval, and <br /> extended approximately 2 feet above the top of the screen for the well A 2 to 3-foot bentonite <br /> transition seal was placed atop the sand pack, and a Portland cement seal extended from the <br /> bentonite transition seal to the ground surface The Portland cement seal was emplaced by <br /> tremie pipe or through the center of the hollow-stem augers in one continuous operation from the <br /> bottom of the interval to be filled to the top Emplacement of the Portland cement grout <br /> specifically was not accomplished by "free fall" from the ground surface Boring logs show well <br /> construction details <br /> The groundwater monitoring wells were developed by GRI after completion The development <br /> procedure for each well consisted of pumping and bailing water from the well until the water was <br /> visibly clear, the well went dry, or until a maximum of ten casing volumes had been removed <br /> Organic Vapor Procedures <br /> Soil samples collected at 5-foot depth intervals during drilling were analyzed in the field for <br /> ionizable organic compounds using a flame-ionization detector(FID) or a PID with a 10 2 eV <br /> IT CORPORATION <br /> SAC U\Tosco Marketing\4409\Reports\AsmtRpt doe-00\s 1 <br /> B-1 <br />