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' 4'iCE AND TECHNOLOGY CORP <br /> 07 <br /> w <br /> r�,YM LOG OF BORING BORING SHE I of <br /> CLIENT PROJECT PROJECT NO <br /> EBMUO Stockton Service Center 40429300 <br /> PROJECT LOCATION COORDINATES ELEVATION (DATUM) TOTAL DEPTH DATE START <br /> Stockton, California Not Surveyed Not Surveyed (msl} 12 0 FEET 08/18/93 <br /> SURFACE CONDITIONS LOGGED BY I DATE FINISH <br /> (;ravel <br /> M Lane 08/18/93 <br /> SAMPLING CHECKED BY APPROVED-BY <br /> �„ of y y :o- M McClain E Meyer <br /> 8 w <br /> w } <br /> CORINe w <br /> �- r J = CLASSIFICATION OF MATERIAL REMARKS <br /> r a <br /> ' in OZ z a o a o a'I C33 La <br /> o Cr <br /> Q a <br /> z Uj ¢ aa.. Ow <br /> CB 1 5. ODI;Sandy GRAVEL gray-brown loose well Boring advanced with 8 <br /> • graded, subangular, 1/2'-1' size dr 0 0, 4-1/4' I 0 hollow <br /> 1 fasDhalt base} Y stem auger samples <br /> 2 Silty CLAY dark brown low plasticity collected using 2 5' 10 <br /> dry 5 continuous barrel <br /> 3 sampler <br /> ' 4 S5' <br /> CB 2 5� CLAY medium brown high plasticity, <br /> 6 moist <br /> 7- <br /> 8- <br /> 10 <br /> 810 to <br /> — <br /> CEI 3 2• Silty CLAY medium brown low plasticity, <br /> 11 moist w/ trace fine sand <br /> 1 12 <br /> Bottom of boring at 12 <br /> t3 bgs Hydro Punch II to <br /> 16 bgs <br /> 14 <br /> ' 15 <br /> 18 <br /> 17 <br /> 18- <br /> 19- <br /> 20 - <br /> 21- <br /> 22 <br /> 8 19202122 <br /> 32425 23 - <br /> 24 - <br /> 25 <br /> 28 <br /> ' 27 <br /> 28 <br /> 29 <br />