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I <br /> FIELD METHODS AND PROCEDURES <br /> HEALTH AND SAFETY PLAN <br /> Field work performed by ENSR and ENSR's subcontractors at the site is conducted according <br />' to guidelines established in a Health And Safety Plan (HASP) The HASP is a document that <br /> describes the hazards that may be encountered in the field and specifies protective equipment, <br /> work procedures and emergency information ENSR and its subcontractors are briefed on the <br /> contents of the HASP prior to initiating field work <br /> Locating Underground Utilities <br /> Prior to commencement of any work conducted below surface grade, the location of the borings <br /> is marked with white paint as required by law An underground locating service such as <br />' Underground Service Alert (USA) is contacted The locating company contacts the owners of <br /> the various utilities in the vicinity of the site to mark the locations of their underground utilities <br /> DRILLING AND SOIL SAMPLING <br /> Hollow Stem Auger Soil Borings <br /> Soil borings and soil sampling are performed under the direction of an ENSR geologist The soil <br /> borings are advanced using a truck mounted hollow-stem auger drill rig <br />' To reduce the chances of cross-contamination between boreholes, all down hole drilling <br /> equipment is steam-cleaned between each boring To reduce cross-contamination between <br /> samples, the split-spoon sampler is washed in soap solution and double rinsed between each <br /> sampling event <br /> Soil sampling beyond 5 feet bgs is conducted in accordance with ASTM 1586-84 Using this <br /> fprocedure, a 2-inch outside diameter split spoon sampler or a 2 inch inside diameter California - <br /> type sampler is driven into the soil by a 140-pound weight falling 30 inches After an initial set of <br /> 6 inches, the number of blows required to drive the sampler an additional 12 inches is known as <br /> penetration resistance, or the "N" value The N value is used as an empirical measure of the <br /> relative density of cohesionless soils and the consistency of cohesive soils <br />' Continuous Core Sampling <br /> Soil sampling beyond 5 feet bgs is conducted in accordance with ASTM 1586-84 Using this <br /> procedure, a 4-inch outside diameter split spoon sampler or a 4 inch inside diameter California - <br /> type sampler is driven into the soil simultaneously and at the same depth as the drill bit <br /> advances As these tools are advanced, the sampling barrel collects the sample This sampler <br /> is then retrieved while the hollow stem augers remain in place, protecting the integrity of the <br /> hole A new sampler is lowered into place, and advanced further to collect the next sample <br /> interval This process continues until a desired depth has been reached <br />