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Z <br /> 0 <br />~ <br />„ <br />~ <br /> 0 o <br />SOIL DESCRIPTION v ° <br />H o ~ <br />o a z <br />~~ <br />COMMENTS <br /> a <br />to ~ 5 <br />pJ <br />YV <br />7 <br />p N ~, J ~ m p V~J <br /> N W <br />7 ~ <br /> 2 <br />O <br />1 <br /> " <br />" <br /> ,~ subrounded <br />- 3 <br />Reddish -yellowish sandy SILT-CLAY with 2 15 119 13 <br /> B3-1 ,~ / gravel, stiff to very stiff. <br /> ~ / <br /> <br />5 I o <br />I ' ~ <br /> Mixture of red, brown, black sandy fine SILT with traces <br /> 63-2 ~/°~ of CLAY, 1/4" angular gravel. 21 119 12 <br /> <br /> ~ <br />~ <br /> ~ <br />~ <br /> /I <br />~/ <br /> ~ <br />~ <br />10 <br />B3-3 y <br />I ~gi Mixture of brown, red, yellow silt SAND with traces of CLAY, <br />y <br />23 <br />112 <br />9 <br /> J minor gravel. <br /> ~~ <br /> ~ <br /> '' <br />/ <br /> o <br />15 / <br /> B3-4 ~ ~ ~ Mixture of light brown, yellow, red sandy SILT with traces 2a 11a 15 <br /> of CLAY and gravel, moist. <br /> <br /> ~ <br /> ~ <br />~ <br /> 63-5 ~ / <br />( <br />~ 17 112 12 <br />2u ~ <br />(. . Same as above. <br /> Boring terminated @ 21.5'. <br /> No groundwater encountered. <br />25 <br />30 <br />35 <br />Logged by: Date Drilled: Diameter. <br />" Drill Rig: EXPLORATORY BORI NG LOG B-3 <br />A.T. 07/07/03 8 CME85 <br /> <br />GEOTECHNICAL ENGINEERS AND GEOLOGISTS <br />JMA ARCHITECT <br />1630 VINEYARD AVENUE <br />PLEASANTON <br />CALIFORNIA Figure No. <br /> <br />G <br />1 <br />~~~~~5=~~~,~,N~ , V <br />257 WRIGHT BROTHERS AVENUE, LIVERMORE 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 />