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Date Completed: 3/28/94 Surface Conditions: Cracked asphaltic concrete <br /> Logged By: Ed Horle Groundwater: First encountered at a depth of about <br /> 441/2 feet below existing site grade,finally at <br /> Total Depth: 59-1/2 feet about 36-1/3 feet _ <br /> FIELD <br /> m j <br /> EL <br /> - 31 DESCRIPTION C <br /> U <br /> EL 3 Q J3 <br /> M 4 S. 15 z J Approximate Surface Elevation (ft): 3 <br /> Asphalt Concrete <br /> Silty CLAY(CL) Brown, moist <br /> 1 <br /> 5 _ <br /> Silty CLAY(CL) Light gray-brown, moist <br />' 10- <br /> 15 <br /> 0 15 Clayey L t gray-brown,moist, <br /> with very fine-to-fine grained sand _ <br /> Sandy SILT(ML) Brown,moist,very _ <br /> fine-to-fine grained sand,with clay - <br /> 20 - <br /> 21 84395 <br /> Silty SAND/Sandy SILT(SP-SM) Light _ <br /> gray-brown,moist,medium dense, fine = <br /> grained sand <br /> 27 84394 - <br /> grades with increasing sand = <br /> Silty SAND(SM) Light brown,moist, _ <br /> fine-to-medium grained <br /> 301 1 <br /> - <br /> LOG OF BORING MW- 1 ]PLATE <br /> 1 of 2 <br /> K L E I N F E L D E R WEST CLAY PROPERTIES <br /> A-4 <br /> PROJECT NO, 20-376901 <br /> copyright Kleinfetder, Inc 1994 <br />