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+ <br /> A A• <br /> (NORTH) (SOUTH) <br /> B3 <br /> o, MW-1 B5 B1 MW-2 e, <br /> _ FORMER UST AREA <br /> 5' <br /> 10' 10' <br /> LEGEND n <br /> 15' - rn - Rk Ft `~ � n�Y •s'~ .Y~ 15' <br /> t) Y' ,r a v� <br /> la 1 1 a "� <br /> ® CLAY 20' ., ' "r_ 4` r — A_ , u, 20' <br /> iy r v, r l 3 v <br /> ! I SILT 25' _ 25' <br /> VERY FINE TO FINE SAND WITH SILT OR CLAY <br /> 30* <br /> WELL GRADED, CLEAN. MEDIUM TO COARSE SAND n 1',_t _ ` ^ l �_ •1 r N <br /> 35' <br /> Q GROUND WATER ELEVATION <br /> 40' «+. , 40' <br />' <br /> 1 EXTENT OF BORING r rI I I I ILLI <br /> _ <br /> s , <br />' APPROXIMATE LITHOLUGIC CONTACT 45' 45' <br /> EXTENT OF SOIL COMPOSITION DATA <br /> 501 <br /> ` I <br /> f• j <br /> i <br /> 80' A •: / 80' <br /> oROMOM <br /> ScArm� GEOLOGIC CROSS SECTION; A—A' Advanced <br /> RMB. GARAGE 20 <br /> GeoEnvironmental, Inc. <br /> 715 NORTH HUNTER STREET pWV= 110 AGE-NC-01—OB77 RIM-AA' °UM <br /> STOCKTON, CALIFORNIA DATE 15 mm 8004 DRAWN 8Y 11AC 3 <br /> 1 � <br />