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ne 1990 <br /> It <br /> Our site reconnaissance was logging of 13ntest uborings atdthe <br /> included the drilling and 1°gg g t� „ Figure No. 1, <br /> approximate locations shown on the Site Plan , <br /> this appendix. <br /> using 6 inch <br /> Drilling was performed by a CME--55 mobile drill rig roceeded, <br /> diameter continuous flight augers. As the drilling P means of a <br /> relatively undisturbed core samples were collected by <br /> 2 1/2 inch O.D. Modifiedrnia ube <br /> .:a <br /> 2 inch O.A. brass under impact of a 140 pound hammer <br /> situ soils at various depths <br /> lalling freely through a distance of 30 inches. The number o <br /> st <br /> blows required to advance the <br /> ustedImplto the estandard asured 1penetration <br /> ance of 2 <br /> inches into the soil were adj <br /> o Resistance valreeServedThe <br /> usingsamples <br /> icecollected <br /> refrigeratloe test <br /> tThenborings <br /> were sealed, p <br /> �•= delivered tn for <br /> o American Environmental Management G°rpdriiling by a <br /> analysis. The soils encountered were logged during <br /> Figure Nos. 2 <br /> representative of YOUNGDAHL & ASSOCIATES, INC. and these notes <br /> E- <br /> are the basis for the "Logs of Test Borings", the soil <br /> through 13• Tlocationsandodepthsw a aatywhichrsamples entat�were fcol.lected. <br /> "s profile, the <br /> The soil borings were filled with cement grout according to <br /> county specifications. <br /> were performed by Spectrum Exploration <br /> Drilling and grouting meeting county licensing <br /> Inc. , a C-57 Licensed drilling company <br /> requirements. <br /> 1 <br /> tr <br />