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' OCE AND TECHNOLOGY CORP <br /> U <br /> ar <br /> W <br /> rs`k LOG OF BORING BORINGS <br /> ORING SOE H OFaI <br /> CLIENT PROJECT PROJECT NO <br /> EBMUO Stockton Service Center 40429 300 <br /> ' PROJECT LOCATION COORDINATES ELEVATION (DATUM) T11 <br /> TAL DEPTH DATE START <br /> Stockton, California Not Surveyed Not Surveyed (mst) 2 0 FEET 08/18/93 <br /> SURFACE CONDITIONS LOGGED BY DATE FINIS <br /> Gravel M Lane 08/18/93 <br /> SAMPLING CHECKED BY TAPPROVED BY <br /> W W Q cn lW1J W W¢ M McClain E Meyer <br /> JW JW 02 W <br /> yy a} <br /> 17 N < (n Z N.y-� C V {J,J L3 <br /> m m <br /> z in LU LU 4 O <br /> LL <br /> � r <br /> CORING z ~ U <br /> ~ w CLASSIFICATION OF MATERIAL REMARKS <br /> s a �cc Z a a <br /> ' aN_ aw0 �� y C' wy <br /> cc CD <br /> ww `� 4 V) LO <br /> ¢ cc <br /> u a Sandy GRAVEL gray-brown loose well Boring advanced with 3 <br /> CB 1 3 <br /> ' graded subangular, 1/2'- 1 size dry 0 0, 4-1/4" 10 hollc i <br /> (a <br /> 1 sphalt 1S se1 stem auger samples <br /> 2 Silly CLAY medium brown low plasticity, collected using 2 5' I C <br /> dry continuous barrel <br /> ' 3 sampler <br /> 4 <br /> 5 5 <br /> CB 2 51 <br /> 8 <br /> T- <br /> 9- <br /> 10' <br /> 91 10 <br /> C8 3 2' <br /> 11 Grading w/ dark staining odor suspect <br /> volatiles degraded <br /> of boring at <br /> 12 <br /> ' 13 bgstoHydro Punch 1112 <br /> punched to W bgs <br /> 14 - <br /> 15 - <br /> 16 - <br /> 17 <br /> 41516317 <br /> 18 - <br /> 19 - <br /> 20 <br /> $1920 <br /> 21 <br /> ' 22 <br /> 23 <br /> 24 <br /> 25 <br /> 28 <br /> 27 <br /> 28 <br /> 29 <br />