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Date Completed: 3/28/94 Surface Conditions: Cracked asphaltic concrete <br /> Logged By: Ed Horley Groundwater. First encountered at a depth of about <br /> 36-1/2 feet below existing site grade, finally at <br /> Total Depth: 60 feet about 42-1/2 feet <br /> FIELD <br /> CL 4J <br /> � L <br /> 41 EllDESCRIP ION <br /> 1 <br /> io a a <br /> 3 M m O <br /> U <br /> 41 CL 3 3 [L .G s -i <br /> m m 4 a go 3 -1 Approximate Surface Elevation (ft): m <br /> a M a- 1 N z 1 -1 - <br /> Asphalt Concrete <br /> CLAY(CL) Mottled black,brown,and light - <br /> brown,moist - <br /> Silty CLAY(CL) Light gray-brown, moist <br /> 5 - <br /> Sandy <br /> San y CL Light brown,moist,very <br /> fine-to-fine grained sand - <br />' grades with decreasing sand,increasing silt = <br /> 10 = <br /> i15 <br /> Silty CLAY(CL) Mottled brown and gray, <br /> moist,very stiff,with trace very fine <br /> grained sand - <br /> 20 <br /> 22 8438925 <br /> _ <br /> grades hard,with sand - <br />' 32 84388 - <br /> Silty CLAY(CL) Gray-blue,moist = <br /> 30 . 1 - <br /> LOG OF BORING MW- 2 PLATE <br /> lk" KLEIN F E L D E R WEST CLAY PROPERTIES 1 of 2 <br /> A-5 <br /> PROJECT NO. 20-3769111 <br /> Copyright Ceinfetder, Inc. 1994 <br />