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LOG OF EXPLORATION <br /> DEPTH USC SOIL DESCRIPTION <br /> ' TEST PIT ONE <br /> 0.0-7.0 SM BROWIJ SILTY SAND WITH TRACE GRAVEL AND ORGANICS(LOOSE,WET)(FILL) <br /> . 7.0-9.5 SM LIGHT BROWN SILTY SAND WITH iRACE ORGANICS (LOOSE TO MEDIUM DENSE, <br /> WET) <br /> 8.5-9.5 SP-SM/SM GRAY SAND WITH SILT TO SILTY SAND(MEDIUM DENSE TO DENSE,WET) <br /> SAMPLES WERE COLLECTED AT 7.0 AND 9.0 FEET <br /> CONDITIONS DID NOT ALLOW ASSESMENT OF GROUND V/ATER SFEPAGE <br /> TEST PIT CAVING WAS NOT OBSERVED <br /> TEST PIT WAS COMPLETED AT 9.5 FEET ON 11/7/02 <br /> TEST PIT iW0 <br /> D.0-6.5 SM BROWN SILTY SAND WITH TRACE GRAVEL AND ORGANICS(LOOSE,WET)(FILL) <br /> G.5-7.5 SM ORANGE-BROWN SILTY SAND WITH TRACE ORGANICS(LOOSE TO MEDIUM DE�SE, <br /> WET) <br /> SAMPLE WAS COLLECTED AT 7.0 FEET <br /> � CONDITIONS DID NOT ALLOW ASSESMENT OF GROUND WATER SEEPAGE <br /> TEST PIT CAVING WAS NOT OBSERVED <br /> TEST PIT WAS COMPLETED AT 7.5 FEET ON 11/7/02 <br /> /�� <br /> CORNERSTONE GEOTECHNICAL, INC. <br /> FILE NO 1397 <br /> FIGURE 4 <br />