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� � ( MW-12 � <br /> E-10 1 E-8 E-11 E-13 E-12 E-6 E-7 E-4 E-t E-5 E-2 E-3 <br /> 6 04 03 ( 6 04 03 6 04 03 6 04 03 6 04 03 6 04 03 6 04 03 6 04 03 6 04 03 6 04 03 6 04 03 6 04 03 <br /> 4, 8, 4, 8, 4� 4� 4� 4� 4� s� 4� 4� � <br /> 8= 0.590 � B= 0.013 6= 0.062 8= 0.084 6= 1.600 B= 0.021 B= 0.120 B= 0.022 8= 1.700 6= 0.063 8= 0.320 8= 0.039 0 <br /> T= <0.061 � T= 0.012 T=<0.006 T=<0.006 T= 0.250 T=<0.006 T= 0.0069 T= 0.011 T= 1.600 T= 0.180 T= 0.140 T=<0.006 � <br /> E= 0.230 E= 0.038 E= 0.020 E= 0.068 E= 7.000 E= 0.032 E= 0.012 E= 0.058 E= 17.000 E= 0.340 E= 1.800 E= 0.0065 <br /> X= 0.620 X=<0.017 X=<0.018 X= 0.044 X= 1.600 X= <0.019 X= 0.066 X= 0.110 X= 71.000 X= t.100 X= 6.600 X= <0.019 <br /> E-9 � EAST NDIT TREET <br /> �ECEr��: <br /> 6 04 03 � <br /> 4� -"---- PROPERN BOUNDARY <br /> �.._.._..__..� <br /> 8= 0.300 � �.._.._.._..� AREA OF EXCAVATION <br /> Ta <0.061 8-16 . . <br /> E= 0.140 1 PH15 w-to E-14 � MONITORING WELL <br /> X= 0.440 1 . <br /> E-so , MW-. . � � � I s o4 03 � DESTROYED MONITORING WELL <br /> I 6 04 03 � • � `' 4 X SOIL SAMPLE LOCATION <br /> � �_13 4' 2 • � PI 04- -1 -303-031 B� 0.410 <br /> �� 8= 4.900 A 6 I PH21 T=<0.063 <br /> T= 3.900 � ' � 1 � E= 0.310 <br /> -- -- I E= 71.000 . . -� . t�� � H HOUSE I X=<0.190 DATE <br /> J X=300.00 . •� =8� `� I <br /> -2'I E-15 <br /> DEPTH RBSL <br /> E_29 �PH . 9 � � 6 04 03 B= ND 0.03 BENZENE <br /> . E�, � <br /> 6 04 03 r � E{'� .A2,�-.. � 4• T= ND 12 TOLUENE � <br /> 4 E�'28 - �� . ��4r - -3 ' � B= 0.160 E= ND 13 EfHYLBENZENE <br /> 8= 0.120 �� s� r � • � �' � � . PH16 � T= 0.018 X= ND 150 TOTAL XYLENES <br /> T=<0.0061 2 � � E-� � . �-9 ' MW->> E= 0.500 <br /> E= 0.120 • ' �- � '' �-6' � � co►�cR�:� X= 0.510 ND BELOW LABORATORY DETECTION LIMITS <br /> X= 0.130 ••r , ' , , '� I <br /> A � - �� f -�s PH13 P� ��H2O E-18 ALL CONCENTRAT�ONS EXPRESSED IN <br /> E- � �=N' E_ -- - 6 04 03 MI�_LIGRAMS PER KILOGRAM (mg/kg). <br /> -5 - �J _ ' 8 <br /> E-2e W � . _ �. . � ' � PHB� � � B= 12.000 NOTE: RESULTS ARE BASED ON CLASS I <br /> s o4 03 W � • ' , I i T=32.000 MIGRATION TO GROUND WATER RBSLs. <br /> 4� � � PH24 Ea 5�.0�� <br /> U1 PH1 ' � X=220.00 <br /> -- B= 0.400 PH11 E-16 <br /> --� T=<0.060 I � . • .• I I <br /> � E= 0.300 � ; � � 6 04 03 <br /> � X=<0.180 • ' -- � 4' <br /> � ' � . � FORMER jl I�PH19 B= 0.440 <br /> I � - . �_� � � T�<0.063 ". ' ESTIMATED AREA OF SOIL IMPACT <br /> � I I E= 0.380 � <br /> � E-25 � . ' ' •' : -- --� I X=<0.190 � <br /> I I <br /> PH I <br /> 6 04 03 � I PH3 _ • � • _3 � ON E-19 <br /> I 4, � -4 ' . � • <br /> � m �'• ' ' ` � m 6 0 4 0 3 <br /> 8= 0.170 _.._. I ►A1M-16 8 <br /> . .._.._.. .._.._.. <br /> � T=<0.006 , � � <br /> � E= 0.160 ! �_ _ __, i 8= 18.000 <br /> X= 0.080 t .� ' �-- L=4$.QQ4. - -- <br /> I i �----- --- � ' • I E= 58.000 <br /> � t�w-t4 1 i ; F� -- =; ! . 1 X=250.00 <br /> w u .j.. i � 1 <br /> �m I ! ;- L__ _'--- i • 2 23 -- -- -- <br /> E-23 � ' � � <br /> I 6 04 03 � I -------- �- ----; I � PH18 E-21 <br /> 1 4� � � . I � . \ I 1� 6 04 03 <br /> . ' . • 4� <br /> � 6= 0.090 I L.._.. .._.._ _.._._.._..J I MW�-17 6= 0.030 <br /> I T= 0.0097 Mw-� <br /> X= 0:250 � PH10� PH� � � r=<o.00s FIGURE 1 A <br /> � MVV-2 E= 0.028 <br /> � E-20 X= 0.033 <br /> i s oa os ESTIMATED IMPACTED SOIL MAP <br /> E-2� a' FCjRMER AMOCO SERVICE STATION N0. 05491 <br /> I 6 04 03 <br /> E-22 E-2a E-2s E-i� I I e= a�30 1058 NORTH WATER STREET <br /> ' 8, i 6 0�� 03 6 04 03 6 04 03 6 04�03 I � T= 0.0069 <br /> $' s' a' � � E= o.�so DECATUR, MACON COUNTY. IWNOIS <br /> � B= 0.200 I B= 0.190 g= 0.079 B= 0.200 6= 0.018 I I X= 0.170 p 30 PRo,iECT NO. PREPARED e�' DRAWN BY <br /> I T= 0.0069 T= 0.220 T= 0.130 T= 0.0067 T=<0.006 ! �--�� AMG OtRL JY SPA D e I t a <br /> E= 0.210 E= 2.200 E= 0.120 E= 0.150 E=<0.006 <br /> X= 0.220 I X= 11.000 X= 0.370 X= 0.059 X=<G.190 � � APPROXIMATE SCALE IN FEET �� REVIEWED BY Fl�E w�ME ��- Consultants, In . <br /> � � � � 3/29/05 05491 Environmental <br />� --- -- - - - --- <br /> � _ <br />