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U d LOG OF BORING P-1 _ <br /> E V _ <br /> E 2 �'" a � � 8" Hollow Stem Auger <br /> ti A 0= y Equipment 9 <br /> Zests_C° .m ° Elevation Date 12/21187 <br /> Laboratn <br /> ry- c . L0) -_0 a 0 <br /> Asphalt <br /> 250 ' ' Aggregate baserock <br /> • • GRAY GRAVELLY SAND (SW) <br /> medium dense, moist, fine-grained <br /> strong gas odor <br /> 5 encountered product line digging by <br /> hand, . <br /> Bottom of hole at 3.0 feet <br /> is e <br /> r <br /> 4 10 <br /> 15 <br /> LOG OF BORING P-2 <br /> E <br /> a Equipment 8" Hollow Stem Auger <br /> co /87 <br /> Elevation Date 12/21 <br /> Asphalt I <br /> u <br /> Aggregate baserock <br /> 400 BROW14 SILTY .CLAY (CL) <br /> stiff, moist <br /> becomes dark gray strong .gas odor <br /> 450 " 11 sL— Water. level unstabi li zed)on water. <br /> Gproduct droplets <br /> REEK GRAY CLAYEY SAND. ($C) <br /> medium m de <br /> =? nse, saturated,.fine <br /> � <br /> grained <br /> strong gas odor <br /> i <br /> 10 Bottom of hole at 6.0 feet <br /> :. <br /> a 15 - <br /> *5 Harding Lawson Aaaooiatea PLATE' <br /> X : Engineers.Geoiogists L.oga of. Borings P-1 & P-2 <br /> Geophysicists 455.Grant Line Road <br /> E Tracy, California' <br /> w _ DRAWN JOB NUMBER - APPRQVED DATE - kaVISEO RAT` _ <br /> AG' 18040 001.03 f� 2/68 <br />