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' 40CE:ANO TECHNOLcay COAD <br /> 0 <br /> w , BORING NO HP-7 <br /> h LOG OF BORING SHEET 1 OF I <br /> CLIENT PROJECT PROJECT NO <br /> EBMUO Stockton Service Center 40429 300 <br /> ' PROJECT LOCATION COORDINATES ELEVATION (DATUM) TOTAL DEPTH DATE START <br /> Stockton, California Not Surveyed Not Surveyed (msly 115 FEET 09/07/93 <br /> SURFACE CONDITIONS LOGGED BY DATE FINISH <br /> Gravel S Martin 09/07/93 <br /> ' SAMPLING CHECKED BY APPROVED BY <br /> L" LU U] w > M McClain E Meyer <br /> uwLj <br /> , e73z ,wiz x� W C7 <br /> �- <br /> ' En Wx m m m (A LU w } O <br /> CORING z ~ <br /> W CLASSIFICATION OF MATERIAL REMARKS <br /> W W W h=- C3 M <br /> W W Z W d rL <br /> CL <br /> M cc cc <br /> iC ¢ CrUj LU <br /> C3 <br /> CB 1 25, Gravel Boring advanced with 8 <br /> 1 CLAY dark brown high plasticity, moist 0 D. 4-1/4" 10 hoflow <br /> stem auger, samples <br /> 2 Grading yellowish brown w/ some gravel collected using 2 5 I D <br /> continuous barrel <br /> C8 2 g Silty CLAY yellowish-brown to light gray sampler <br /> low plasticity, moist <br /> 4- <br /> 5— <br /> CLAY, <br /> 5CLAY, dark brown high plasticity, moist <br /> 7,5' 7 <br /> ' CB 3 31 8 <br /> 9 <br /> 1 10 <br /> Silty CLAY, olive brown to light gray, low <br /> plasticity, most <br /> CB 4 ll's 1' 11 Sandy SILT, olive brown low plasticity, <br /> 12 most to wet Bottom of boring at 11 5 <br /> bgs Collected Hydro <br /> 13 Punch sample from <br /> I1 5 -15 5' <br /> 14 — <br /> is- <br /> 17 - <br /> 19 - <br /> 20 - <br /> 21- <br /> 22 - <br /> 23 <br /> 4IS171920 21 22 23 <br /> 24 <br /> {� 25 <br /> 26 - <br /> 2T <br /> 28 <br /> ' 21 <br />