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y <br /> BORING LOG B-2 <br /> I <br /> r <br /> J013 NUMBER: 211-71-6 DATE DRILLED: 1212187 <br /> JOB NAME. �younlas C, i SURFACE ELEVATION: <br /> A DRILL RIC.. Exceltech Mobile B-61 DATUM: Not Surveyed <br /> I ` SAMPLER TYPE: DRIVE WEIGHT - LB HEIGHT OF FALL - IN <br /> ® 21" 1.D. Split Spoon 140 30 — <br /> i <br /> 1' <br /> R *LABORATORY ANALYSIS: 5- SOIL PROPERTIES, C- CHEMICAL ANALYSIS <br /> F N I a . <br /> fn <br /> — O <br /> �- Description <br /> n m cA 2 m <br /> m a ¢ m~ 'U� <br /> a <br /> .' <br /> Asphalt <br /> SM SILTY SAND with GRAVEL, medium gray, moist, medium <br /> dense, gravel to 1" across, common (FILL), (strong <br /> �z hydrocarbon odor). <br /> SM SILTY SAND, medium gray, moist, loose (FILL?), <br /> 8 G (strong hydrocarbon odor). <br /> r � <br /> f <br /> SELT'Y SARD with MINOR CLAY, medium greenish-gray, <br /> 83 10 SM dry to damp, very dense, strongly indurated (strong <br /> hydrocarbon odor). <br /> SANDY SILT, medium grayish-green, damp, hard, <br /> ML porous (pores in soil @ 1116" to 118" diameter), contains <br /> minor patches of caliche (moderate to strong hydro- <br /> {" carbon odor). <br /> �„ 15 <br /> g 5M SILTY SAND, medium grayish-brown, moist, dense <br /> fib <br /> to very dense (moderate to strong hydrocarbon odor): <br /> III _ <br /> t� <br /> becomes medium brownish-gray at 17' <br /> As above (with some pores in soil up to 118" diameter), <br /> 20 <br /> "4 <br /> (strong hydrocarbon odor). <br /> f LOGGED BY APPROVED BY A <br />