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EA ENGINEERING CLIENT SITE NUMBER LOCATION <br /> Exxon RS 7-3942 4444 N Pershing Ave <br /> SCIENCE AND Stockton, CA <br /> TECHNOLOGY <br /> DRILLING AND Mobil Drill B-53 <br /> LOG OF SOIL BORING MWZ SAMPLING <br /> Mi=rlioos <br /> Coordinates: 1210 19' 10"W WATER LEVEL 19 0' 2768 DRILLING <br /> 370 59 11" N TIME START FINISH <br /> TIME TIME <br />' Elevation top of casing 8 77 ft msi DATE kuq 87 Dec 8 <br /> Casing below surface. -0 3 ft REFERENCE Surf T of C DATE 1/271871DA1127/87 <br /> nc ens ,, `m IM SURFACE <br /> � + j v WELL DEPTH GRAPHI CONDITIONS <br /> o o w DETAIL (Feet) LOG Hardin <br /> Q m cn aC DESCRIPTION by: 9 Lawson Assoc <br /> r� 0 <br /> 1 Dark brown lean clay with sand, stiff, <br /> CL moist,no odor, fine to medium sands, color <br />' 2 change to mottled brown-orange <br /> 3 <br /> 4 Light brown silty clay with sand, hard, dry, no <br /> odor <br /> 5 CLI <br /> 6 ML <br /> r7 <br /> 8 <br /> 9 Color change to brown- brownish white. <br /> t10 <br /> 11 Brown silty clay with sand, soft, moist, no <br />' CLI odor <br /> 12 ML <br />' 13 Blue-green-brown silty sand, medium dense, <br /> 14 moist, very fine to fine sands, no odor, trace <br /> clay <br />' 15 <br /> SM <br /> 16 <br />' 17 <br /> Blue-green-brown well-graded sand with silt, <br />' 18 SWI moist, fine to medium grain <br /> 9 SM Groundwater at 19 0 feet <br /> 20 <br /> Page 1 of 2 <br />