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a Equipment Mobil Drill B-53 <br /> BE r ¢ o � a E Not <br /> ,n , c m g d p in Elevation Surveyed Date AJQ <br /> r <br /> ratory Tests in �c°� o o c3 s o ti 0 " . . <br /> DARK BROWN LEAN CLAY WITH <br /> SAND (CL) stiff, moist, no <br /> odor, fine to medium sand <br /> color change to mottled <br /> brown-orange with black <br /> 5 nodules <br /> LIGHT BROWN SILTY CLAY <br /> (CL-ML) hard, dry, no odor <br /> color change to mottled light <br /> brown-brownish white <br /> MOTTLED LIGHT BROWN AND <br /> 10 GRAY WELL-GRADED SAND <br /> WITH SILT (SW-SM) medium <br /> dense, dry , fine. to medium <br /> sands, no odor <br /> BROWN SANDY CLAY WITH SILT <br /> (CL) stiff, moist, no odor, <br /> 15 fine sands <br /> GREENISH-BROWN SANDY LEAN <br /> CLAY (CL)very stiff, moist, <br /> 35% fine to medium sand ,. no odor <br /> BLUE-GREEN WELL-GRADED SAN <br /> ale at 20 ft 20 _WITH SILT (SW-SM)medium dens <br /> =ND0 , moist, fine to medium sands, <br /> • no odors <br /> groundwater at 20.75 ft <br /> LIGHT BROWN SILTY CLAY WITH <br /> SAND. (CL-ML) stiff, saturated <br /> 25 j fine sands, no odor <br /> BROWN-ORANGE WELL-GRADED <br /> SAND (SW) very dense, saturated <br /> no odor <br /> MOTTLED BLUE-GRAY-GREEN <br /> SANDY SILTY CLAY (CL-ML) <br /> 30 very stiff, moist, fine to <br /> medium sands, slight odor <br /> bottom of hole at 30. 5 ft <br /> 35 <br /> 40. <br /> Harding Lowson Associates Log of Boring MW-3 <br /> Re Engineers.Geologists Exxon Station 7-3942 v A <br /> B Geoonysicists 4444 North Pershing Avenue 4 <br /> Stockton, Calitornia <br /> lOB NUMBER •P"O,EC CA.z <br /> 4176 166.02 1/87 <br />