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gg r a Equipment Mobil Drill B-53 h <br /> t_ = Qo E a E Not `' r• <br /> S! r c m¢ a p Elevation Surveyed Date <br /> 1/27487 - <br /> ratory Tests in mu o o �a 0- Cr 0 <br /> DARK BROWN LEAN CLAY WITH <br /> SAND (CL) stiff, moist, no <br /> odor, fine.to medium sands <br /> color change to mottled <br /> brown-orange <br /> 5 LIGHT BRO14N SILTY CLAY <br /> (CL-ML) hard, dry, no odor <br /> trace fine to medium sands <br /> ( 10$) <br /> color change to mottled light <br /> brown-brown white, no odor <br /> 10 <br /> GREENISH-BROWN SANDY LEAN <br /> 15 CLAY (CL) firm, .moist, no <br /> fle at 16 ft odor, very fine to fine sands <br /> =ND ( 35$) <br /> BLUE-GREEN-GREEN-BROWN <br /> SANDY SILT (ML) stiff, moist, <br /> C- no odor <br /> 2 groundwater encountered <br /> at 18. 5 ft <br /> BROWN WELL-GRADED SAND <br /> WITH SILT ((SW-SM) <br /> loose, saturated, fine to <br /> medium sands, trace of <br /> 25 coarse sands, no odor <br /> BLUE-GREEN WELL-GRADED <br /> SAND WITH SILT (SW-SM) <br /> _ medium dense, saturated, <br /> fine to medium sands, <br /> no odor <br /> 30 MOTTLED BLUE-GRAY SANDY <br /> LEAN CLAY (CL) very stiff, <br /> moist, fine to medium <br /> sands ( 30$) <br /> bottom of hole at 31 . 5 ft <br /> 35- <br /> 401 <br /> Harding Lawson Associates Log of Boring MW-1 Kjx <br /> Engineers.Geologists Exxon Station 7.3942 ^ <br /> &Geoonystcists 4444 North Pershing Avenue L <br /> Stockton, California <br /> OBr+uMBEa A>-40vED OAtE - <br /> 4167 66.02 1/87 <br />