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LOgged By: R. Schneider _ ._. _ BOring EI2V: _ __ N/A _ _ _ Page 1 of 1 <br />Drill Rig: __ __ Mobile 83500 <br />Boring Diam: _ a in. _ <br />Type of Hammer: Hydraulic __ __ _ <br />Date Drilled: s June zoos ___ Wt. of Hammer/Drop: fao ibs/so in. <br /> FI ELD LABORATO RY <br />~ ~ <br />rn~ <br />a~ ~ o i ~ <br />a ~o °U`, <br />°` ~~ <br />E <br />a Soil Description a~ <br />~ ~ ~ i, a ~ <br />a ~.- <br />~ ~ ~, v <br />~ ~ mI <br />vy <br />E zs i U d <br />~~' <br />~ p ~~ ~ <br />i ~ <br />N 3 N c ~ <br />s~ a ~ v~c <br />oa iiN°) <br />o <br /> U m ~~ ~ <br />~~ LL PI ?~a ~~ <br /> <br /> FILL: Clayey Gravelly SAND, yellowish brown, damp to Loose t SC <br /> moist Medium <br /> Dense <br /> 7 11 119 I <br /> Silty CLAY, some fine gravel, dark grayish brown, moist Stiff CL I <br />5 -- I <br /> Gravelly Sandy CLAY, yellowish brown, moist Stiff to CL 17 20 111 I 350 <br /> Very <br /> Stiff <br />I <br /> <br />10 <br />__ I <br /> 45 9 129 <br />I <br /> <br />15 I <br />I <br /> <br />- 42 9 123 ~ <br />I <br /> <br />Silty CLAY, grayish brown, moist <br />Stiff <br />CL I <br />I <br />20 <br /> 25 <br />I <br />I <br />- <br />25 <br /> <br />I <br />_ I <br />I <br /> 31 I I <br />- Bottom of boring at 2sY2 feet ~ I <br /> NFWE <br /> Boring backfilled with soil cuttings I <br />i <br />30 <br /> FIGURE N0. <br /> LOG OF BORING N0. B-1 <br />Ko rb m a c h e r <br />,-, e ' ^ ° a ~' ^ e ' ^ ° - Proposed Vineyard Pass Subdivision 4 <br /> 865 Clara Lane <br />PROJECT NO. JB-569 DATE ,aloe Pleasanton, California <br />