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Logged By: R Schneider Boring Elev: _ N/A Page 1 of ~ <br />Drill Rig: Mob. 3500 <br /> <br />Boring Diam: a in. <br />Type of Hammer: Hydraulic <br />Date Drilled: s June zoos Wt. of Hammer/Drop: iao ibs/3o in. <br /> F IELD LABO RATO RY <br /> T <br />U <br /> <br />~ <br /> <br />O <br /> <br />V <br /> <br />O <br /> <br />~ y` <br /> <br />T~ <br />a Soil Description N ~ ~ a a ~ ~ ~, ~ ~ azo ~ ~ ~ <br />N V) <br />O~ C (n <br />~~ ro ~ N C W (S3~ o«°y <br />V Coop <br /> V ~ ~ V V ~ d o~ LLN <br /> <br />U <br />° <br />- <br />~ U N <br />o o <br />L <br />~ ~' p <br />~ ~ v <br /> ~ L PI <br /> Silty CLAY, some coarse sand, dark grayish brown, moist Loose t SC <br /> Medium <br /> Dense <br /> 32116 <br /> 13 12 119 I <br />I <br />I 2000 <br /> Gravelly CLAY, brown, some iron oxide staining, moist Stiff to CL 23 13 122 I <br /> Very I <br /> Stiff <br />10 I <br />I <br /> 37 9 130 I <br />I <br />I <br />15 <br />Sandy CLAY, grayish brown, moist <br />Very <br />CL <br />I <br /> Dense 1 <br /> <br />- 38 17 113 I <br />I <br /> <br />20 Silty CLAY, grayish brown, moist Stiff to CL 1 <br /> Very I <br /> Stiff 54 <br />I <br /> Bottom of boring at 21 ~/2 feet 1 <br /> NFWE <br /> Boring backfilled with soil cuttings I <br />25 1 <br />I <br /> <br />30 I <br /> LOG OF BORING N0 <br />B-2 FIGURE N0. <br />- Korbm~cher . <br />E ~ e ' ~ G ° '~ ` ~ e ' .-, ° ~ Proposed Vineyard Pass Subdivision <br />5 <br /> 865 Clara Lane <br />PROJECT NO. JB-569 DATE os/os Pleasanton, California <br />