Laserfiche WebLink
I <br /> CLIENT SITE NUM8ER LOCATION <br /> EA ENGINEERING Exxon RS 7-3942 4444 N Pershing Ave <br /> SCIENCE,AND Stockton,CA <br /> TECHNOLOGY DRILLING AND <br /> SAMPLING Mobil Drill B-53 <br />' LOG OF SOIL BORING MW3 METHODS <br /> Coordinates. 121° i9' 10"W WATER LEVEL 20 75' 128.49 DRILLING <br /> 370 59' 11" N TIME START FINISH <br /> TIME TIME <br /> Elevation top of casing. 914 ft msl DATE 1187 12189 <br /> TE <br /> Casing below surface: -0 3 ft REFERENCE Surf T of C DATE 1/27/87 DA1127/87 <br /> Inc,es , o, SURFACE <br />' c i o n j n WELL DEPTH GRAPHICI CONDITIONS <br /> mN o DETAIL (Feet) LOG DESCRIPTION by: Harding Lawson Assoc <br />' = 0 <br /> 1 Dark brown lean clay with sand, stiff, moist, <br /> CL no odor, fine to medium sand, color change <br />' 2 to mottled brown-orange w/ black nodules <br /> i3 <br /> 4 CL/ Light brown silty clay, hard, dry, no odor, <br /> ML color change to mottled light brown-brownish <br /> 5 <br />' white <br /> 6 <br /> r7 <br /> 1 $ <br /> Mottled light brown and gray well-graded <br /> 9 sand with silt, medium dense, dry, fine to <br /> 10 SW1 medium sands, no odor. <br /> SM <br /> 11 <br />' 12 <br /> Brown sandy clay with silt, stiff, moist, no <br />' 13 CL odor, fine sands <br /> 14 <br />' 15 <br /> Greenish brown sandy lean clay, very stiff, <br /> 16 moist, 35% fine to medium sand, no odor <br />' C <br /> 17 L <br /> Blue-green well graded sand with silt, <br /> 18 medium dense, moist, fine to medium sands, <br /> 19 SW/ no odor <br /> SM <br /> 20 <br /> Page 1 of 2 <br /> 1 <br />