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ATTACHMENT A <br /> FIELD AND LABORATORY PROCEDURES <br /> Health and Safety <br /> Prior to performing field work at the site, SECOR prepared a Site-Specific Health and Safety <br /> Plan required by the Occupational Health and Safety Administration (OSHA) Standard <br /> "Hazardous Waste Operations and Emergency Response" guidelines (29 CFR 1910.120) and <br /> by California Occupational Health and Safety Administration (Cal-OSHA) "Hazardous <br /> Waste Operations and Emergency Response" guidelines (CCR Title 8, Section 5192). The <br /> Site-Specific Health and Safety Plan was reviewed by field staff and contractors before <br /> beginning field operations at the site. <br /> Exploratory Drilling and Sampling <br /> The soil borings were drilled to a depth of approximately 79 feet below ground surface (bgs). <br /> The borings was drilled using 8-inch hollow-stem auger drilling equipment and logged by a <br /> SECOR representative using the Unified Soil Classification System and standard geologic <br /> techniques under the direction of a registered geologist. Soil samples for logging were <br /> collected at 5-foot depth intervals using a California-modified split-spoon sampler. The <br /> sampler was driven a maximum of 18 inches using a 140-pound hammer with a 30-inch drop. <br /> Soil samples for chemical analysis were retained in brass liners, capped with Teflon squares <br /> and plastic end caps, and sealed in clean zip-lock bags. Groundwater samples were collected <br /> at total depth of each boring using a disposable bailer deployed within the hollow-stem <br /> augers. Groundwater samples were placed in 40-milliliter hydrochloric acid preserved <br /> VOAs. Soil and groundwater samples were placed on ice for transport to the laboratory <br /> accompanied by chain-of-custody documentation. Down-hole drilling and sampling <br /> equipment was steam-cleaned prior to and following the completion of the soil boring. <br /> Down-hole sampling equipment was washed in a tri-sodium phosphate or alconox solution <br /> between samples. The borings were backfilled with neat cement and finished to grade with <br /> concrete. <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 photo-ionization detector (PID) with a 10.2 eV lamp or <br /> an organic vapor meter (OVM). The test procedure involved measuring approximately <br /> 30 grams from an undisturbed soil sample, and placing this sub-sample in a sealed container <br /> (either a zip-lock bag or a mason jar). The container was warmed for approximately <br /> 20 minutes (in the sun), then the head-space within was tested for total organic vapor, <br /> measured in parts per million as benzene (ppm; volume/volume). The instrument was cali- <br />