WORK PLANS FILE 1 - Laserfiche WebLink

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1.0 METHODS AND PROCEDURES 1.1 Health and Safety Plan Field work performed by Delta and Delta's subcontractors at the site is conducted according to guidelines established in a Site Health and Safety Plan (SHSP). The SHSP is a document which describes the hazards that may be encountered in the field and specifies protective equipment, work procedures, and emergency information. A copy of the SHSP is at the site and available for reference by appropriate parties during work at the site. 1.2 Locating Underground Utilities Prior to commencement of work on-site, Delta researches the location of all underground utilities with the assistance of Underground Service Alert (USA). USA contacts the owners of the various utilities in the vicinity of the site to have the utility owners mark the locations of their underground utilities. Work associated with the boring and monitoring well installation is preceded by manual hand auguring to a minimum depth of 5 feet below grade to avoid contact with underground utilities. 1.3 Soil Sampling and Contamination Reduction Soil borings and soil sampling is performed under the direction of a Delta geologist. The soil borings are advanced using a truck-mounted hollow-stem auger drill rig. To reduce the chances of cross-contamination between boreholes, all downhole drilling equipment is steam- cleaned between each boring. To reduce cross-contamination between samples, the split-barrel sampler is washed in a soap solution and double-rinsed between each sampling event. Soil sampling beyond 5 feet below surface grade is conducted in accordance with ASTM 2488-84. Using this procedure, a 2-inch outside-diameter split-barrel sampler or a 2-inch inside-diameter California-type sampler is driven into the soil by a 140-pound weight falling 30 inches. After an initial set of 6 inches, the number of blows required to drive the sampler an additional 12 inches is known as penetration resistance or the'N"value. The N value is used as an empirical measure of the relative density of cohesionless soils and the consistency of cohesive soils. Upon recovery,a portion of the soil sample is placed into a plastic bag and sealed for later screening with a photoionization detector (PID). Another portion of the soil sample is used for classification and LRP015.809