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Date Completed: 3/29/94 Surface Conditions: Cracked asphaltic concrete <br /> Logged By: Ed Horley Groundwater- First encountered at a depth of about <br /> 41-1/2 feet below existing site grade, finally at <br /> Total Depth: 55 feet about 35 feet <br /> FIELD <br /> 01 i <br /> +� DESCRIMON a <br /> N, a o <br /> —4 Qj m o a <br /> a E o rz e � ++ -a <br /> a rn z J Approximate Surface Elevation (ft): 3 <br /> Asphalt Concrete <br /> CLAY(CL) Light gray-brown,moist,with <br /> silt <br /> 5 Sty LA Light gray-brown, moist, <br /> with very fine sand = <br />' 10 grades with increasing sand <br /> 15 <br /> Sandy CLAY(CL) Mottled light brown, _ <br /> moist,very stiff,very fine-to-rme gramed _ <br /> sand,with silt <br /> 20 <br /> 31 84382 <br /> SAND SP Light brown,moist, dense, _ <br /> 25 fine-to-medium graumed <br /> 36 84381 SAND(SP) Gray, moist,dense,very <br /> fine-to-fine grained <br /> 30 <br /> LOG OF BORING MW- 3 PLATE <br /> K L E I N F E L D E R WEST CLAY PROPERTIES 1 of 2 <br /> A-fi <br /> PROJECT NO. 20-376901 <br /> copyright Kteinfetder, Inc. 1994 <br />