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g 8. 8 c t a Equipment Mobil Drill B-53 <br /> �. d p <br /> -c E a E Not �{,h7f87 <br /> H d fir_ d 10 Surveyed <br /> 0 0 r c e ¢ 7=6 <br /> v' Elevation Dates } <br /> iratory Tests m Mu 8 o c� o o Q <br /> DARK BROWN LEAN CLAY WITH11" <br /> SAND (CL) stiff, moist, fine <br /> to medium sands, no odor <br /> color change to mottled <br /> brown-orange <br /> 5 LIGHT BROWN SILTY CLAY WITH <br /> SAND (CL-ML) hard, dry, <br /> no odor <br /> 10 color change to mottled light <br /> brown-brownish white <br /> BROWN SILTY CLAY WITH SAND <br /> (CL-ML) soft, moist , no odor <br /> BLUE-GREEN-BROWN SILTY <br /> SAND (SM) medium dense, <br /> 15 moist, very fine to fine sands, <br /> pie at 16 ft no odor, trace clay <br /> = 60ppm r BLUE-GREEN-BROWN WELL- <br /> J GRADED SAND WITH SILT <br /> (SW-SM) moist, fine to <br /> • �_ medium grain <br /> 20 groundwater at 19.0 ft <br /> f BLUE-GREEN SILT WITH <br /> SAND (ML) stiff, saturated <br /> no odor, trace clay <br /> LIGHT BROWN-GRAY SILTY <br /> CLAY WITH SAND (CL-ML) <br /> 25 stiff, saturated , no odor <br /> BLUE-GREEN WELL-GRADED <br /> SAND WITH SILT (SW-SM) <br /> medium dense, saturated , no <br /> odor, trace clay <br /> MOTTLED BLUE-GRAY SANDY <br /> ole at 20 ft 30 LEAN CLAY (CL) very stiff, <br /> f=ND moist, strong odor <br /> bottom of hole at 31 . 5 ft <br /> 35- <br /> 40. <br /> 540 <br /> Harding Lawson Associates Log of Boring MW-2 <br /> Engneers.Gevog,srs Exxon Station7-3942V <br /> &Geoonysiasrs 4444 North Pershing Avenue <br /> Stockton, California <br /> Jos NUMB-2 ♦PPROYEJ iAl- PEv5-: .. <br /> 4176.166.02 1/87 <br />