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' CE ANG TECHNOLOGY CORP <br /> G <br /> r � LOG OF BORING BORING S OET 1 OF I <br /> CLIENT PROJECT IPROJECT NO <br /> EBMUD Stockton Service Center 40429 300 <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 DATE FINISu <br /> Gravel' M Lane 08/18/93 SAMPLING CHECKED BY APPRDVEO BY <br /> M McClain E Meyer <br /> N� LU LU L9 <br /> ' m m <br /> LU } O <br /> CORING Z <br /> Lv <br /> CLASSIFICATION OF MATERIAL REMARKS <br /> W1 ww r W <br /> n <br /> ' , w <br /> C5 co �} w a o H Q <br /> Wvs ac c-w ac C C U LUa o= <br /> z w w a w a U) LD <br /> CB I 5' o c Sandy GRAVEL gray brown, loose well Boring advanced with 8 <br /> ' graded subangular 1/2"-i" size, dry 0 0. 4-114' 10 hotlow <br /> 1 (asphalt base) stem auger samples <br /> 2 po Silty CLAY medium brown low plasticity, collected using 2 5 10 <br /> dry continuous barrel samaier <br /> ' <br /> 3 — P// <br /> 4 — P//Z/ <br /> 5' S <br /> C8 2 5 Clayey SILT, medium brown, low plasticity, <br /> 6 moist w/ trace fine sand <br /> 7 - <br /> 8- <br /> 10' 810' 10 <br /> CB 3 2' Silty CLAY, medium brown, low plasticity <br /> II moist w/ trace fine sand <br /> 12' t2 <br /> Bottom of boring at 12 <br /> ' 13 bqs Hydro Punch II to <br /> 16 bgs <br /> 41BIT14 — <br /> le - <br /> 17 <br /> ' 18 <br /> 19 <br /> 20 <br /> 21 <br /> ' <br /> 22 - <br /> 23 <br /> 24 <br /> l� 25 <br /> 2B <br /> ' 2T <br /> 28 <br /> ' 29 <br />