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4,1ACE ANd TECHNOLOGY Cour. <br /> 10 <br /> til <br /> BORING ND. MW-o <br /> "LOG OF BORING SHEEN 1 4P 1 <br /> Lo CLIENT <br /> EBMV❑ PROJECT ffRE <br /> Stockton Service Center <br /> PROJECT LOCATION COORDINATES ELEVATION (DATUM) TOTAL DEPTH <br /> Stockton, California N 4886.4468 E 4995.3158 3.32' (msll 26.5 FEETSURFACE CONDITIONS <br /> Gravel LOGGED BY 5. Martin <br /> SAMPLING CHECKED 8Y APPROVED 8Y <br /> ww w� � w w� M. McClain E. Meyer <br /> �4H � La NZ LU <br /> Z QU W (.:J <br /> co m Low w CL o <br /> LWP CORING z <br /> xLUCLASSIFICATION OF MATERIAL REMARKS <br /> W w =�sr z w w w <br /> LW z e( <br /> ¢ry �� �� z� �} O I--- <br /> Uj L Q U7 0 <br /> LW ¢ <br /> SPT 1 4 7 a 15 12 GRAVEL Boring advanced with <br /> 1 CLAY: dark brown; stiff; high plasticity; O.D.. 6 114" I.0. tioliow <br /> moist. stem auger. Samo�er <br /> V 2 driven using 140 ip <br /> hammer over 30" croc. <br /> 3 <br /> 4 _ Silty CLAY; olive brown; stiff; low <br /> Plasticity.' moist; w/ some gravel. <br /> 5 <br /> SPT 2 3 7 8 15 1.4 8 Gravel grades out. <br /> Ir 7 <br /> 8 <br /> i.r g SILT; non-plastic stIf f;4moist to wet <br /> s 10 <br /> SPT 3 3 5 5 10 1.5 <br /> 1. 11 <br /> 12 <br /> SPT 4 6 6 7 13 1.5 <br /> 13 <br /> 14 <br /> ES <br /> SPT 5 3 2 1 3 1.5 Sandy SILT; olive brown; non-plastic: <br /> L& 16 soft. wet. <br /> 17 <br /> 1.r 18 <br /> 19 <br /> 20 <br /> 1. SPT 6 1 I 1 2 1.5 21 Silly SAND; greenish gray; very loose: <br /> 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 1.3 Sandy CLAY; brown to greenish gray; <br /> 26 very stiff; low plasticity: moist to wet. <br /> 27 Silty SAND; greenish-gray; medium dense: Bottom of boring at 26.5' <br /> fine grained. subrounded to subangular; bgs. Monitoring well <br /> 28 wet. installed 9/8/93. <br /> 29 <br /> 1.i <br />