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' 0C I!AND TECHNOLOGY CORP <br /> 4 <br /> 0LOG OF BORING BORING SHEET III OF I <br /> CLIENT PROJECT PROJECT NO <br /> EBMUD Stockton Service Center 40429 300 <br /> ' PROJECT LOCATION COORDINATES ELEVATION (DATUM) TOTAL DEPTH DATE START <br /> Stockton, California Not Surveyed I Not Surveyed(ms]) 14 0 FEET 08/18/93 <br /> SURFACE CONDITIONS LOGGED BY DATE FINISH <br /> Concrete M Lane 08/18/93 <br /> SAMPLING CHECKED BY APPROVED BY <br /> LUW Q W WU) M McClain E Meyer <br /> W �wm wU =En V5 GS' LL) LU CD <br /> �p4 4Q� �--'z m ao m y �� w O <br /> U_ J <br /> CORING z ~ <br /> wCLASSIFICATION OF MATERIAL REMARKS <br /> �uW w a zs11 cu CL or_ <br /> 2 <br /> �w LLP <br /> w� °C W CA U)¢ <br /> cc4� co <br /> C8 1 5. o o Gravelly SAND gray brown loose well Boring advanced with 8 <br /> i op graded, medium grained dry 0 0, 4-114" I D hollow <br /> stem auger samples <br /> 2 Silty CLAY, dark brown low plasticity, dry collected using 2 5 10 <br /> continuous barrel <br /> 3 sampler <br /> ' Clayey SILT, orange-brown tow <br /> 4 plasticity, dry <br /> 5' S <br /> C8 2 5' <br /> 8 <br /> 7- <br /> 8— INGrading to dark brown <br /> 9— N/// <br /> 10' 10 <br /> CB 3 4' <br /> 11 <br /> 12 <br /> ' 13 SillyLA <br /> CY medium brown low plasticity, <br /> 14' <br /> i4 moist <br /> Bottom of boring at 14 <br /> ' 15 drriiven todPunch II <br /> 18 bgs <br /> t8 <br /> ' <br /> 17- <br /> 18- <br /> 19- <br /> 20 - <br /> 21- <br /> 22- <br /> 23 - <br /> 24 - <br /> 25 <br /> 7i819202122 232425 <br /> 20- <br /> 27 - <br /> 28 - <br /> 29— <br />