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i I <br /> � co <br /> LEGEND + <br /> LV <br /> (NORTHWEST) (SOUTHEAST) I�� <br /> I _ � SW FINE TO COARSE SAND GRAVELLY Q> <br /> SM/SP SILTY, FINE SAND b <br /> I O <br /> P-7 P-6 a <br /> P-1 (PROJECTED 10 FT) P-3 (PROJECTED 10 FT) MW-3 ML FINE SANDY, CLAYEY SILT y o <br /> 0 _ _ 0 <br /> - - EXTENT OF SOIL BORING O N <br /> ____ - - - - -_- �_ <br /> FORMER UNDERGROUNDa <br /> _ - - - _ __ T T- <br /> _ STORAGE TANK AREA MONITORING WELL SCREEN INTERVAL �" 0 6 <br /> 10 I ` , i 10 EXTENT OF SOIL COMPOSITION DATA <br /> APPROXIMATE LITHOLOGIC CONTACT <br /> APPROXIMATE DEPTH TO GROUND WATER (06/00) <br />' 20 <br /> - - - -. ----- _- -_-_ _— =- <br /> —` R+ � <br /> - - - - - - - - - - - - -- - - - <br /> 40` � 40, <br /> �I 0 Q <br /> Co E- <br /> _ _ _ _ _ - <br /> - -___ - -`_ - __ � co <br /> 50' L - - - -_ _- - - - - - - ..-- _. _ - - - - - - - - 50' I o <br /> so ti = — �' 60' <br /> r � <br /> I I <br />' 70' 70 <br /> I <br /> SCALE <br /> 4 0 10 20 <br /> NOTES FIEET <br />' Soil boring P-7 projected on crass sections A--A' and B-H' <br /> I <br />