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N <br /> Frontier Transportation B23502.0IA <br />' January 2, 1996 Page A-2 <br /> Generally, soil samples selected for analyses typically represent those which the field <br /> screening indicated will be most likely to contain the contaminate of concern. In most <br /> instances the deepest two samples and/or and sample collected from just above groundwater <br /> are selected for analyses. Samples intended for chemical analyses are sealed with Teflon <br /> tape and plastic end caps, labeled, placed on ice, and delivered to a laboratory, along with <br /> chain-of-custody documentation. <br /> The soil borings may be completed as groundwater monitoring wells, or abandoned by <br /> grouting with a 6-sack cement slurry containing 3 to 5 percent bentonite or by backfilling <br /> with clean soil. Abandonment procedures depend upon the boring depth, depth to <br /> groundwater, project objectives, and regulatory requirements. For borings greater than 15 <br /> feet deep, grout is emplaced through the hollow augers which will extend to within 15 feet - <br /> of the bottom of the boring. If required by the local regulatory agency, grout is emplaced <br /> by pumping through a tremie pipe which extends to within 15 feet of the bottom of the <br /> boring. The tremie pipe or augers are withdrawn from the boring in 10400t increments as <br /> the boring fills with grout. SOPS for groundwater monitoring well installation are described <br /> in a subsequent paragraph (if pertinent to this investigation). <br /> Soil cuttings generated during drilling are containerized in United States Department of <br /> Transportation (DOT)-approved drums, or placed on and covered with plastic sheeting, and <br /> stored on site in an area inaccessible to the general public. Typically, the stockpiled soil is <br /> characterized by collecting and analyzing composite samples from the stockpile. Twining <br /> can recommend an appropriate method for disposition of the cuttings based on the <br /> analytical results. Disposal will be the responsibility of the client. <br /> A-2 Standard Operating Procedures for Groundwater Monitoring Well Installation <br /> Standard operating procedures (SOPS) used by The Twining Laboratories, Inc. (Twining) <br /> when installing groundwater monitoring wells are presented below. Twining observes these <br /> procedures in order to obtain consistent, reliable data. <br /> Twining is a C-57 licensed water well drilling contractor (Contractor's License No. 506159). <br /> The groundwater monitoring wells will be installed under the direction of a California- <br /> registered geologist or -certified professional engineer. <br /> Soil borings for monitoring wells will be drilled and sampled according to Twining's <br /> "Standard Operating Procedures for Drilling and Soil Sampling". Equipment used for <br /> drilling, sampling, and constructing wells, and well construction materials will be thoroughly <br /> cleaned according to Twining's "Standard Operating Procedures for Equipment <br /> Decontamination <br /> Groundwater monitoring wells will be material constructed of Schedule 40 polyvinyl chloride <br /> (PVC), stainless steel, or other suitable casing material. Well screen may be machine- <br />