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1 I ENCLOSURE A ` SAMPLING TE � CHNIQUES , Proper sampling techniques must be followed to assure that samples represent actual field conditions and that samples are labeled, preserved, and transported properly to retain sample integrity. This exhibit describes procedures to be followed by Acton • MickeIson • van Dam, Inc. (AMV), during collection of samples of subsurface soiland ground water. Sampling guidance documents from the American Society of Testing and Materials (ASTM), U.S. Environmental Protection Agency (EPA), and California Environmental Protection Agency (Cal-EPA) will be followed for all sampling procedures. 'Actual sampling procedures to be employed will be based on field conditions and may differ from those described here. 1.0 EXPLORATION BORING/SOII, SAMPLING PROCEDURES Soil borings and soil sampling will be performed under the direction of an AMV geologist. The � soil borings will be advanced using a truck-mounted, hollowstem'I,auger drill rig. Soil samples will be collected at 5-foot vertical intervals.11Soil sampling will be done in accordance with ASTM 1586-84. Using this procedure, three 2-inch-diameter, 6-inch-length, rbrass tubes are placed in a California-type split-barrel sampler. The sampler is driven into the soil by a 140-pound weight falling 30 inches. After an inikial 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 { cohensionless soils and the consistency of cohesive soils. Upon recovery of the split-barrel sampler, the brass tubes containing the soil will P be removed. � g One of the three brass tubes will be sealed at the ends withlTeflon tape and plastic end caps. The sample will be labeled with an identification number, time, date, location, and requested laboratory analysis. The sample will then be placed in a Plast}c bag land stored at approximately 4' Celsius (C) in an ice chest for transport to the laboratory. Sample custody procedures outlined in Section 5.0 of this exhibit will be followed. This will be performed for each sample collection. P �d Soil in one of the brass tubes will be extracted upon recovery,iplac ed in a plastic bag, and sealed for later screening for organic vapors using a photoionizat'on detector (PID) or a flame 'f ionization detector (FID). The remaining portion of the soil sample will be examined and a complete log of soil conditions will be recorded on a soil boring log (Enclosure A) using the Unified Soil Classification System (Enclosure B). The soil `will lige examined for grain size, color, and moisture content. r LRP'rOO8.MAF G