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IU � � <br /> s <br /> `4 (EAST) <br />' (WEST) <br />' FD1 MW-3 3-5 -8 <br /> MW-1 P2 1 2 MW-2 MW-7 <br /> 0' a <br /> 0' <br />' ST LOCATION �a <br /> ' <br /> TBA-0 <br /> 075 X=0 012 a <br /> 10' <br /> !0' { NO <br />' M7BE=01E _1� <br /> I MTBE�B 5 \ <br /> 20' / MTBS=li X=0 017 20' ETPH-g= 3 0 0 <br /> MTBE=3.8 <br />' WMEr0 021 \ i 3O' W <br /> ND <br /> 30' i � <br /> a <br /> ND ND \ TPH-g=12 40' U <br />' \ TAME=0 11 40' B=0 015 B-0 088 \ TBA-2 9 d Z <br /> Ea0 019 Ea0 096 TPH-B_=3 0 MTBE=28No <br /> aj] © <br /> X=O 050 X=0 12 TBD 314 pq � f�slJ <br />' S0 ?PH-g-2 6 = E- <br /> 00 <br /> 0091 EGO 29 BO' <br /> ND B=0 006 X=D 82 <br /> was = E=0 058 � MTBEGO 16 1 � E- <br /> B- <br /> X-0 18 h W <br /> 60' Bao 029 60' �" U <br />' T-0 006 I E- <br /> X i--i <br /> X=O 045O w O <br /> ND MTBE=0 018 NB` MTBE�2 1 <br /> 70, \ TAME-O Oil 70' P4 <br /> \ O <br /> \ \ / E=0 022 19 <br /> ? 80' CO <br /> /lMTBE=O 086 Wpq <br /> 90' <br /> 90' O <br /> 6 <br />' 1�GENNu <br /> • SOIL SAMPLE LOCATION <br /> EXTENT OF SOIL BORING <br /> ESTIMATED EXTENT OF MTBE CONCENTRATIONS IN SOIL <br /> = APPROXIMATE DEPTH TO GROUNDWATER (08/09) ; <br /> r-- SM SILTY SAND/POORLY GRADED FINE TO MEDIUM <br />' _--- SAND. LOOSE TO MEDlllli DENSE <br /> *� ` MW WMM.0 A°�� � CL/ML.SILTY CLAY/CLAYEY SILT, FIRM TO VERY STIFF k <br /> SCALEWAF ° 20 +D <br /> KD-Im am"a ampoffm»m <br />