Laserfiche WebLink
CLIENT SITE NUMBER LOCATION <br /> EA ENGINEERING, Exxon RS 7-3942 4444 N Pershing Ave <br /> SCIENCE AND Stockton,CA <br /> TECHNOLOGY <br /> DRILLING ANDSAMPLING Mobil Drill B-53 <br /> LOG OF SOIL BORING MW1 METHODS <br /> METHODS <br /> Coordinates 121° 19' 10"W WATER LEVEL 18 5' 1 DRILLING <br /> 370 59' 11" N TIME START FINISH <br /> Elevation t0 of casing 7 76 ft msl TIME <br /> P g DATE 11187 — TIME12189 <br />' Casing below surface --0 3 ft IDATE <br /> REFERENCE TofC T of C DATE 1/27/87 1127187 <br /> nc es , SURFACE <br /> C > CL j v WELL DEPTH IGRAPHICCONDITIONS <br /> a oro o m DETAIL (Feet) LOG Harden Lawson Assoc <br /> o o m cn cc DESCRIPTION by: J <br /> f-1 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 <br /> 5 <br />' 6 <br /> 7 <br /> 8 CV Light brown silty clay, hard, no odor, dry, <br /> g ML trace fine to medium sands (10%), color <br /> change to brown- brown white, no odor <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br />' 14 CL Greenish brown sandy lean clay, firm, moist, <br /> no odor, very fine to fine sands (35%) <br /> 15- <br /> 16 Blue-green-green-brown sandy silt, stiff, <br /> 17 ML moist, no odor. <br /> 8 <br />' Brown well-graded sand with silt, loose, <br /> 19 SWI saturated, fine to medium sands, trace of <br /> SM coarse sands, no odor <br /> 20 ENJOIN <br /> Page 1 of 2 <br />