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Logged By: R Schneider Boring Elev: wA Page 1 of 1 <br />Drill Rig; Mobile a-3eoo <br />Boring Diam: a in. <br />Type of Hammer: Hydraulic <br />Date Drilled: s June Zoos Wt. of Hammer/Drop: fao Ibsi3o in. <br /> FI ELD LABO RATO RY <br /> <br />~ a <br />c <br />O <br />~ <br />o <br />Q, <br />•--o <br />N-"~ <br />m~ <br />E <br />w <br />Q Soil Description N ~ ~ E a ~ ~ ~, ° ~ azo ~ ° <br />~~ <br />o = ~~ ,~ ~ ,~ c ~ ~~ ~m~ goo <br /> <br />~ c <br />~ a ._ ~ <br />" it <br />° <br /> U o <br />m ~U ~ <br />~ ~ <br />LL <br />PI una <br />~ ~~ <br />y <br />° <br /> ~ <br /> FILL: Clayey Gravelly SAND, yellowish brown, damp to Loose t SC <br /> moist Mediu m <br /> Dense <br /> 7 11 119 I <br /> Silty CLAY, some fine gravel, dark grayish brown, moist Stiff CL I <br />I <br /> Gravelly Sandy CLAY, yellowish brown, moist Stiff to CL 17 20 111 I 3500 <br /> Very I <br /> Stiff <br />I <br />10 I <br />I <br /> 45 9 129 I <br />I <br /> <br /> <br />15 I <br />I <br />I <br /> <br />- 42 9 123 i <br />I <br />I <br /> <br />20 Silty CLAY, grayish brown, moist Stiff CL I <br />I <br /> 25 I <br />I <br /> <br /> <br />25 I <br />I <br />I <br /> 31 ~ <br /> <br /> Bottom of boring at 26'/2 feet I <br /> NFWE <br />- Boring backfilled with soil cuttings I <br /> <br />30 I <br /> LOG OF BORING N0. B-1 FIGURE N0. <br />Korbm~cher <br />E ^ ~ ' ^ ° ° ~ ` "-' e ' " G - Proposed Vineyard Pass Subdivision 4 <br /> 865 Clara Lane <br />PROJECT N0. JB-569 DATE 06/06 Pleasanton, California <br />