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1 KLEINFELDER <br /> five-foot intervals for lithologic classification. Samples will be collected by advancing the <br /> boring to a point immediately above the desired sampling depth and then driving (vertical <br /> borings) or pushing (slant borings) a 2-inch diameter Modified California Split-Spoon Sampler, <br /> lined with three 6-inch long brass tubes, into the undisturbed soil. The sampler is then removed <br /> from the bottom of the boring. The ends of the bottom (third) tube are covered with Teflon and <br /> sealed with tight fitting plastic caps. The borings will be logged by an experienced Kleinfelder <br /> geologist. Lithologic classification will be based on the Unified Soil Classification System <br /> (USCS). <br /> After the samples are collected, they will be individually labeled with the job number,the sample <br /> date and time, the employee number of the individual who performed the sampling, and a unique <br /> sample identification number. After labeling, the samples will be immediately stored in an iced <br /> cooler for transport to Kleinfelder sample storage under chain-of-custody control. At this time, <br /> analysis of soil samples from the shallow borings is not anticipated. <br /> 3.2.2 Deep Borings <br /> The two (2) deep soil borings located at the one million gallon storage pond and proposed 72 <br /> million gallon storage pond areas will be advanced to a maximum depth of 200 to 250 feet below <br /> the ground surface or until groundwater is encountered. Kleinfelder anticipates that groundwater <br /> will be encountered at a depth near 200 feet. If groundwater is not encountered above a depth of <br /> 250 feet the boring will be terminated. Perched groundwater may be encountered at shallower <br /> depths. If encountered, perched groundwater will be sampled. Samples of the underlying <br /> aquitard collected and the boring terminated If deeper borings are desired by the RWQCB or if <br /> difficult drilling conditions are encountered in the deep borings, alternative drilling methods may <br /> be required. <br /> The soil borings will be drilled with a truck mounted drill rig equipped with 10-inch hollow stem <br /> augers. Hollow stem auger was selected over mud rotary drilling methods in order to obtain the <br /> most undisturbed sample of aquitard material and to avoid introducing drilling fluids to the <br /> formation. Soil samples will be collected every five feet for lithologic classification and <br /> potential analysis. Samples will be collected by advancing the boring to a point immediately <br /> above the desired sampling depth and then driving (vertical borings) or pushing (slant borings) a <br /> 2-inch diameter Modified California Split-Spoon Sampler, lined with three 6-inch long brass <br /> tubes, into the undisturbed soil. The sampler is then removed from the bottom of the boring. <br /> 20-2594-03.WP21201 IR002 Page 5 of 12 <br /> Copyright 2000 Kleinfelder,Inc. December 29,2000 <br />