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I <br /> 25 March 2002 <br /> AGE-NC Project No 97-0326 <br />' Page 2 of 9 <br />' measured as the cone penetrometer was advanced to depth A continuous bonng log was generated <br /> utilizing the Gregg In-Situ System CPT computer program The Gregg In-Situ System computer <br /> program utili7ed the SBT Soil Behavior Type(Robertson, 1990),to generate a general lithology type <br />' and display on a CPT boring log(See Appendix A) Rinseate generated during drilling activities was <br /> containerized in properly labeled DOT-approved 55-gallon drums and removed by the drilling <br /> company for proper disposal All soil bonngs were backfilled over their entire depth with a portland <br />' cement gout mix <br />' 22 CPT DRILLING AND GROUND WATER/SOIL COLLECTION PROCEDURES <br /> Grab ground water and soil samples were collected with the 25-ton truck-mounted CPT drill rig <br />' equipped with 1 75-inch diameter hollow-stem rods fitted with a HydroPunch ground water or a soil <br /> sampling tool which was pushed to a specified sampling depth in each soil boring Samples were <br />' collected in a twinned boring advanced immediately adjacent to the initial CPT boring in each area <br /> Ground water or soil samples were collected from specified depth intervals (zones) based on the <br /> acquired CPT-lithology data indicating favorable conditions for sampling For ground water, a <br /> HydroPunch sampling tool was pushed into the specified zone, then withdrawn approximately four <br /> feet to expose an inlet screen, the interior of the sampling tool filled with water and a 1-inch outer <br />' diameter(O D ) stainless steel bailer was lowered and utilized to extract a ground water sample For <br /> soil, a steel-tipped soil sampler was pushed into the specified zone, then the tip was withdrawn to <br /> expose a core barrel, the soil sampler was pushed down again to retneve a 1-foot soil sample <br />' All nnseatc generated from drilling activities was containerized in properly labeled DOT-approved <br /> 55-gallon drums, and was stored on-site in an area lacking public access All soil borings were <br />' backfilled over their entire depth with a portland cement grout mix <br /> Following collection, the samples were properly labeled, placed in laboratory-supplied containers <br />' and transported under chain-of-custody to McCampbell Analytical Inc (MAI), a California <br /> Department of Health ,Services (DHS)-certified laboratory Samples were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Methods 5030 and 8015 Modified <br />' • Benzene, toluene, ethylbenzene and total xylenes (BTEX) and methyl tertiary-butyl ether <br /> (MTBE) in accordance with EPA Method 8020 <br /> I <br /> Advanced GeoEnvironmentai,Inc <br />