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4AACE ANO TECHNOLOGY CORP. <br /> b <br /> Y BORING NO. HP-1 <br /> �►H LOG OF BORING SHEET I OF t <br /> CLIENT PROJECT PROJECT NO. <br /> ESMUD Stockton Service Center 40429.300 <br /> f PROJECT LOCATION COORDINATES ELEVATION (DATUM) TOTAL DEPTH DATE START <br /> Stockton, California Not Surveyed NotSurveyed (msll 12.0 FEET 08/18/93 <br /> """ SURFACE CONDITIONS LOGGED BY HATE FINISH <br /> Gravel M. Lane 06/18/93 <br /> SAMPLING CHECKED BY APPROVED BY <br /> .Uj W �, �, tn s- M. McClain E. Meyer <br /> 1� 41 <br /> � s w W <br /> Cn m � � w a o <br /> >. <br /> U. <br /> CORING w <br /> > CLASSIFICATION OF MATERIAL REMARKS <br /> uj .w, z m z z } o w y b Q <br /> oLD <br /> cn z w w " w U7 L7 <br /> I Lu ¢ a 0 <br /> :o.o: Sandy GRAVEL: gray-Drown: loose; well Boring advanced with V.. <br /> C9 [ 5 1 = graded; subangular; 1/2"-1" size: dry O.D., 4-f/4" I.D. hollow <br /> asotlalt base} stem auger; samples <br /> L P,/,,2 Silty CLAY: dark brown; low plasticity; collected using 2.5" :.C. <br /> 5' continuous Darrel <br /> I 3 dry, sampler. <br /> i <br /> U4 — <br /> I 5 5 <br /> CS 2CLAY; medium Drown; high plasticity; <br /> 5 6 moist. <br /> T - <br /> 8.—,. <br /> 9 <br /> L { <br /> 10• 10 <br /> C8 3 2 Silty CLAY: medium brown;low plasticity; <br /> j <br /> 11. moist; w/ trace fine sand. <br /> 12' 12 <br /> } 8ottom of boring ct <br /> 13 bas. Hydro Punch i; ;3 <br /> L — I6' bgs. <br /> 14 <br /> 15 - <br /> L 16- <br /> 17 <br /> 18 <br /> 19 <br /> 1 > <br /> 20 - <br /> 21- <br /> 22 <br /> 02122 <br /> 23 <br /> 24 <br /> �* 25 <br /> 26 <br /> 27 <br /> 28 <br /> 29 <br />