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.:~ <br />Logged By: __ R Schneider _ Boring Elev: ___ N/A __ _ Page t of t <br />Drill Rig: Mobile B-3500 <br />_ __ _ <br />Boring Diam: a in. <br />Type of Hammer: Hydraulic ___ _ ______ -- <br />Date Drilled: s June 200 ___ _ _ _ Wt. of Hammer/Drop: _ tao Ibs/so in. <br /> ~ FIELD LABO RATORY <br /> <br /> <br />~ T <br /> <br />C <br /> <br />0 <br /> <br />~ <br /> <br />Qo <br />.... <br />a <br /> <br />~~ <br />c .. <br />oU` <br /> <br />rod <br />a Soil Description N ~ ~ a a °' ~ ;, ° x <br />~ N , Qa E U °' E <br />~ <br /> <br />~ <br />c <br />~~ ~ <br />~ .~- U) <br />~ ~ !_ <br />w <br />ro~ E it a <br />~m` ~ <br />N <br />~~°o°o <br /> o ~ 3 ~ o ~' <br />c d_ o~ LLNo <br /> U - <br />° ~U i <br />a <br />oo LL PI ~~~ ~~ <br /> ~ <br /> Silty CLAY, some coarse sand, dark grayish brown, moist Loose t CL <br /> Medium <br /> Dense <br /> 32116 <br /> 13 12 119 I 2000 <br /> <br />5 i <br /> <br />I <br /> - __ -- - - - <br />Gravelly CLAY, brown, some iron oxide staining, moist <br />Stiff to <br />CL <br />23 <br />13 <br />122 <br />1 <br /> Very 1 <br /> Stiff <br /> <br />10 I <br /> ~ 37 9 130 1 <br />I <br />15 <br />Sandy CLAY, grayish brown, moist <br />Very <br />CL <br />1 <br /> Dense <br /> <br />- 38 17 113 1 <br />I <br />- <br />20 -- - -- ---- <br />Silty CLAY, grayish brown, moist - - <br />Stiff to <br />CL 1 <br /> Very 1 <br /> Stiff 54 <br /> Bottom of boring at 21 vz feet 1 <br /> NFWE <br /> Boring backfilled with soil cuttings <br />~ I <br />25 ~ <br /> <br />i I <br />i <br />1 <br />30_ <br /> <br />LOG OF BORING NO. B-2 FIGURE N0. <br />Ko rb m a s h e r <br />E ^ e ' ~ a ° ~' r-, ~ ' ^ ° - Proposed Vineyard Pass Subdivision 5 <br /> 865 Clara Lane <br />PROJECT NO. JB-569 DATE ,o/os Pleasanton, California <br />