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U <br />U <br />Surface Conditions: Relativelv uneven open field. <br />Date Completed: 10/23/90 <br />Logged By: AEM <br />Groundwater: Not encountered. <br />Total Depth: 31 feet <br />FIELD <br />j <br />LABORATORY <br />DESCRIPTION <br />4, <br />I <br />N L <br />31 <br />4 <br />++ <br />L +J <br />a C <br />U1 +J <br />Pi M <br />-C <br />4j <br />3 <br />UI <br />'A +j <br />L c <br />R 61 <br />L W <br />Ol +J <br />" <br />USCS Soil Classification <br />d <br />m <br />E <br />m <br />0 <br />-+ <br />a C 4- <br />L OI U <br />C <br />o 0 <br />E L 4- <br />0 .0 61 <br />C UI <br />•u ® <br />O <br />N <br />m <br />0 0 nJ <br />0 X <br />0 U) <br />I O 1- <br />(SIM) SILTY SAND - Brown -Grey, Slightly <br />Cemented, Fine Grained, Very Dense, Slightly <br />y <br />�. <br />iVloist <br />5�I. <br />X <br />50 <br />1 <br />for <br />J <br />4" <br />1 <br />(SP) CLEAN SAND - Grey, Fine Grained, f <br />10I <br />Si <br />50 <br />for <br />Very Dense, Slightly Moist � <br />3" <br />✓`Y <br />15 <br />40 <br />_) <br />(CL) SILTY SANDY CLAY - Brown, <br />for. <br />Cemented, Fine Grained, Very Hard I <br />1 <br />V <br />•Y <br />1 <br />20 <br />40 <br />Permeabilitv <br />(CL) SILTY CLAY - Dark Brown, <br />for <br />Cemented, Fine Grained, Hard, Slightly yloist <br />3" <br />25 <br />50 <br />I <br />for <br />(SM/SP) SILTY SAND/CLEAN SAND - <br />6" <br />Brown, Cemented, Fine Grained, Dense, <br />Slightly Moist <br />(ML) SANDY SII T - Brown, Cemented, <br />30 <br />40 <br />Permeability <br />Fine Grained, Hard, Slightly itiloist <br />for <br />5" <br />END OF BORING <br />35 <br />FOOTFALL LANDFILL <br />PLATE <br />kU K L E I N F E L D E R <br />San .Joaquin County, California <br />1 of 1 <br />LOG OF BORING B-1 <br />3 <br />PROJECT NO. 24-2201-06 <br />