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• N"011 <br /> ATTACHMENT A <br /> FIELD AND LABORATORY PROCEDURES <br /> Exploratory Drilling <br /> The soil borings will be drilled using 8-inch hollow-stem auger drilling equipment to a depth <br /> of approximately 50 feet below ground surface (bgs) or to first encountered groundwater. <br /> The soil borings for the well installations will be drilled using 8-inch hollow-stem auger <br /> drilling equipment to a depth of approximately 65 feet bgs. The borings will be logged by a <br /> Pacific Environmental Group, Inc. geologist using the Unified Soil Classification System and <br /> standard geologic techniques. Soil samples for logging will be collected at 5-foot depth <br /> intervals using a California-modified split-spoon sampler. The sampler will be driven a <br /> maximum of 18 inches using a 140-pound hammer with a 30-inch drop. All soil samples for <br /> chemical analysis will be retained in brass liners, capped with Teflon squares and plastic end <br /> caps, taped, and sealed in clean zip-lock bags. The samples will be placed on ice for transport <br /> to the laboratory accompanied by chain-of-custody documentation. All down-hole drilling <br /> and sampling equipment will be steam-cleaned following the completion of the soil boring. <br /> Down-hole sampling equipment will be washed in a tri-sodium phosphate or alconox solution <br /> between samples. <br /> Groundwater Monitoring Well Installation <br /> The boring will be converted into a groundwater monitoring well by installing 2-inch diameter, <br /> flush-threaded, Schedule 40 PVC casing with 0.020-inch factory-slotted screen. Approxi- <br /> mately 20 to 30 feet of screen will be placed in the bottom of the boring. An <br /> RMC Lonestar 2/12 sand pack, or equivalent, will be placed in the annular space across the <br /> entire screened interval, and will extend approximately 2 to 3 feet above the top of the screen <br /> for the well. A bentonite and Portland cement seal will extend from the sand pack to the <br /> ground surface. The boring logs will show well construction details. <br /> The groundwater monitoring well will be developed after completion. The development <br /> procedure for the well will consist of surging the well and pumping or bailing water from the <br /> well until the water is visibly clear, or until a minimum of ten casing volumes have been <br /> removed. <br /> 9200391A/WPLAN A- 1 January 10, 1996 <br />