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~ <br /> r Z <br />a U <br />3 ~' <br /> <br />°1 <br />z <br />W <br />g r, <br />J <br />= <br /> <br />SOIL DESCRIPTION <br />LL <br />y <br />m~ <br />d 3 r <br />y <br />W ~ ~ <br />O <br />W a~ <br /> <br />COMMENTS <br /> <br />W <br />Q a <br />N ~ <br /> <br />~ <br />~ <br />C m <br />W o o. <br />fY ` <br />F- v <br />D N J <br />~ . `.' <br />F. <br />W O W <br />~ <br /> y ~ <br />Z ~ <br /> O <br /> dry <br />Surface consist of light brown fine sandy SILT <br />1 , <br />. <br /> ~~ <br /> ~ywl Mixture of sand, silt and CLAY with 1/2" angular gravel and 21 12s 7 <br /> Ba-1 /I / <br />Ig ;I sandstone <br />5 I~ <br /> <br />~ Mottled sandy fine SILT with traces of gravel. <br /> 64-2 I <br />O/I 16 11 S 12 <br /> ~~ <br /> I~!I <br /> Ig <br /> Ig <br />1o Ba-3 I~ A Same as above 19 <br /> I~~f <br /> ~ <br /> I <br />15 / <br /> Ba-4 I~ ~ Tannish brown fine sandy SILT with traces of CLAY. 1e 11e 1a <br /> ~~ Gravelly <br /> %~ <br /> ~ j°~ <br />20 <br />Ba-5 <br />I" ~ <br />Tan, mixture of fine silty SAND, 3/4" -1/2" round gravel, moist 20 <br /> I~ <br /> <br /> ~~/ <br />25 I <br />/I <br />18 <br />119 <br />15 <br /> 64-6 (v ~ Same as above <br /> I ~°' <br /> ! <br /> ~/ <br /> I <br />~ <br />30 <br />Baa / <br />I~°~ <br />Same as above. 25 <br /> !~o <br />~~ <br /> I~+~( <br /> (g <br />35 j Mottled sandy silt CLAY with small traces of gravel 2u <br /> Ba-6 (~ . <br /> Boring terminated 36.5 ; No groundwater encountered <br />L <br />by. Di <br />a <br />meter: D <br />D EXPLORATORY BORI NG LOG B-4 <br />A9T. s <br />/ <br />CME85 <br />07/07/03 <br /> <br />GEOTECHNICAL ENGINEERS AND GEOLOGISTS <br />JMA ARCHITECT <br />1630 VINEYARD AVENUE <br />CALIFORNIA <br />PLEASANTON Figure No. <br />~~~~~~~~~~~~~ , <br />257 WRIGHT BROTHERS AVENUE, LNERMORE CALIFORNIA 94550 PHONE: (925) 243-6662 Project No. <br />9929.G Drawn by: <br />E.PACREM Scale: <br />1" = 5' Date: <br />07/2003 Sheet: <br />1 of 1 <br />