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' 10 <br /> E ANO TECHNOLOGY CARP <br /> 4 <br /> W <br /> EORING NO MW-9 <br /> sY� 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 N 4886 4466 E 4995 3156 1 3 32 (msl) 255 FEET 09/08/93 <br /> SURFACE CONDITIONS LOGGED BY DATE FINISH <br /> Gravel S Martin 09/08/93 <br /> ' SAMPLING CHECKED 13Y APPROVED Of <br /> v, U3 M McClain E Meye, <br /> LL' w w <br /> coW o-p <br /> ' U <br /> CORING z U <br /> Uj F CLASSIFICATION OF MATERIAL REMARKS <br /> J <br /> Cl- <br /> LUd zw z� zu.r cm Ww o <br /> c� ^ �'o c7}o va c d QUj Lo LD <br /> LU LU ¢ <br /> ¢ ¢ a x 0 <br /> o° GRAVEL Boring advanced with 10 <br /> SPT l 4 7 8 15 12 1 CLAY dark brown stiff high plasticity 0 D 6 1/4' 10 hollow <br /> moist stem auger Sampler <br /> ' driven using 14O Ib <br /> 2 hammer over 30 drop <br /> 3 <br /> 4 —SJty CLAY alive-brown stJ F low ------ <br /> plasticity moist w/ some gravel <br /> 5 <br /> SPT 2 3 7 6 15 14 6 Gravel grades out <br /> ' 7 <br /> 8 <br /> 9 SILT non-plastic-stiff moist to wet------ <br /> to <br /> SPT 3 3 5 5 10 15 11 <br /> ' 12 <br /> SPT 4 6 6 7 13 is 13 <br /> S4 I <br /> 35 Sandy SILT, olive grown non-plastic <br /> SPT 5 3 2 1 3 t 5 16 soft wet <br /> ' 17 <br /> 18 <br /> ' 19 <br /> 20 <br /> SPT 6 l 1 1 2 15 Silty SAND greenish gray very loose <br /> ' 21 poorly graded fine grained subrounded <br /> wet <br /> 22 <br /> 23 <br /> ' 24 <br /> 25 Grading medium dense <br /> ' SPT 7 7 10 12 22 11 26 Sandy CLAY brown to greenish gray <br /> very stiff low plasticity most to wet <br /> 27 Silty SAND, greenish-gray medium dense Bottom of baring al 26 5 <br /> wetgrained subrounded to subangular bgs Monitoring well <br /> 28 installed 9/8/93 <br /> 29 <br /> 1 <br />