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r ' <br /> S <br /> A A' LEGEND <br /> r (NORTHWEST) (SOUTHEAST) sw FINE TO COARSE SAND GRAVELLY � ' m <br /> sea/sP sII.'I'Y, ME SAND <br />' P-s o <br /> u <br /> P-7 � eaL. �� S Y, CLAYEY SILT � � ION <br /> P-1 (PROJECTED 10 FT) P-3 (PROJECTED 10 FT) MW-3 i <br /> 4 0 <br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br /> EXTENT OF SOM BORING <br /> ca <br /> _ _ _ _ _ — _ _ _ _ W — T T __ _ (nnIn PROJECTED} <br /> 'b <br /> — — — FORMER 1UNDERGROUND = — T= — — - r <br /> MONITORING WELT. SCREEN INTERVAL <br /> STORAGE TANK AREA <br />' - <br /> s0' aEU <br /> N <br /> EXTENT OF SOIL COMPOSITION DATA <br /> � <br /> APPROXIMATE LITHOLOGIC CONTACT w a <br /> s, <br /> ^` T � - � � APPROXIMATE DEPTH TO GROUND WATER (03/01) <br />' 20 A 20 - W <br /> � h , <br /> - - - - _ _ - - - -_ _ —M=—=-- __--_-- � - _ _= wwE, a <br /> -� - - - - -——_— -Y—- — -=� �� <br /> _= Awa <br /> - - - - - - - - - - - -- - - - - - <br /> 71�_ - - ------- --_� w � <br /> - - _ ----__--- -----_---_ =_ <br /> k - — -- - - - -- - =__ - - - - -- =T===-� - - a go <br /> 4fl' C =_�T—==_-_-�------ -_ - w 40' � � d <br /> VF � � 0 <br /> 50, <br /> 60' <br />' 70' 70' <br /> i sCAEJ; <br /> 0 10 20 <br /> NOTES FEET <br />' Soil boring P-7 projected on cross sections A-A' and B-B <br />