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• approximately 95% of the maximum proctor dry density, ASTM D 698. These soils were found to <br />have a permeability of4.0 x ]0'' cm/sec. <br />The lines defining the change between soil types or rock materials on the <br />attached boring logs and soil profiles are determined by interpolation and therefore are <br />approximations. The transition between soil types maybe abrupt or may be gradual. <br />The boring logs and related information show subsurface conditions at the date <br />and location of this exploration. Soil conditions may differ at locations other than those of the <br />exploratory borings. If the structure is moved any appreciable distance from the locations of the <br />borings, the soil conditions may not be the same as those reported here. The passage of time may also <br />result in a change in the soil conditions at the boring locations. <br />GROUND WATER <br />No free water was encountered during drilling on this site. In our opinion the <br />true free water surface is fairly deep in this area, and hence, should not affect construction. Seepage <br />• moisture may affect construction if surface drainage is,not properly controlled. <br />• <br />5 <br /> <br />