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Date Completed- 3/28/94 Surface Conditions Cracked asphaltic concrete <br /> Logged By: Ed Horley Groundwater- Encountered at a depth of about 41-1/2 <br /> feet below existing site grade- <br /> Total Depth: 41-1/2 feet <br /> FIELD <br /> m � <br /> � <br /> DESCRIPTION <br /> M m 1 a m 3 Approximate Surface Elevation (ft): m <br /> a M m a m Z J 3 <br /> Asphalt Concrete �•• <br /> Silty CLAY(CL) Light brown,moist <br /> grades with mcreasmg silt =_ <br /> L5 = <br /> Sandy SELT(ML) Light gray-brown,moist, =_ <br /> very fine-to-fine grained sand20 <br /> =_ <br /> 00 <br /> Silty SAND(SM) Mottled gray-brown, moist, <br /> 28 1-20-1 very fine grained -- <br /> Sandy SILT ML Mottled blue-gray, moist,25 <br /> 3000 very stiff,very fine grained sand <br /> 27 84399 <br /> grades with increasing sand = <br /> 30 <br /> LOG OF BORING B- 1 PLATE <br /> kn KLEINFELDER WEST CLAY PROPERTIES 1 of 2 <br /> A-3 <br /> PROJECT NO. 20-376901 <br /> Copyright Kteinfetder, Inc 1994 <br />