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Mw-a I -m ,ze-�� - --- <br /> 2 22 05 � � Mw-tz Mw-to <br /> B�0.882 2 22 05 2 22 OS �-9 „� <br /> Ta0.0345 2 22 OS yi <br /> E= 0.322 B=<0.001 Ba <0.001 B=0.900 i` <br /> X=0.164 � T=<0.001 T= <0.001 T=0.0061 � <br /> E_<0.001 E_ <0.001 � <br /> I� . �. X=<0.003 Xa <0.03 X=0.0626 <br /> • .' � EAST•�CON STREET LEGE�iD: <br /> 1 • <br /> I ' <br /> I e-�e • • . •- . . __s __ _ __ __ ------- PROPERTf BOUNDARY <br /> �'� m„v,_to �- <br /> MW-13 ' ' �_e_ . , � ' �' �� �_� <br /> 2 22 O5 ' /. pH4 � <br /> e=<o.00� I ' • • • a�N-Z ' . i m MONITORING WELL <br /> T=<0.001 ►iw-, ' • � • . . <br /> E=<0.001 n2N- l I aHz� <br /> X-<0.o03 ' _ � ' ,�,y_, ��;ET� ��"".' • ( � ;. � DESTROYED MONITORING WELL <br /> _ __ __ __J � �� . � � � � . - � <br /> .� ���� . • � • A-Z�.� �_�r� �I j Gw ELEV GROUNDWATER ELEVATION (IN FEET) <br /> , . • ; ' � r-�� � �s-4-� � � ( DATE R.O. SAMPLE DATE REMEDIATION OBJECTIVES <br /> • . L_'�AJ�N-t� .• , ' , MW-11 � <br /> i ..� �-,r__, �_� � P"'° 2 22 os 8=<0.002 0.00 BENZENE <br /> �_5 ' . �w-�• ,�� _� � . "�"-a. . . • . �" I �Q_�� T=<o.00i E=<0.002 0.7 TETHYLBENZENE <br /> z ss as ��'. �• '�„� � E=<o.00� X=<0.002 10 TOTAL XYLENES - <br /> 8= 1.390 • . s�Z_�' � . -- -- � X=<0.003 <br /> T=o.2s4 ' , , � ,f' -s • ' �� . • � ( < BELOW LABORATORY DEfECTION LIMITS <br /> E= 1.800 ' ' ' <br /> X=4.050 . � � . . . . ' . . I MW-7 <br /> . � ( . � , . �2•� . I 2 22 os ALL CONCENTRATIONS EXPRESSED IN <br /> � ' � � . ��� • � . ' 8=0 098 MILLIGRAMS PER UTER (mg/L). <br /> ,� •� � <br /> � W � • � E=0.0462 <br /> �"-3 � .' . . � . • �' . � • : . ' , ' T-��• �� x=0.0�7 NOTE: SITE EVALUATED BASED ON CLASS I <br /> 2 22 os 3 , � �� ww-� � 1° GROUNDWATER REMEDIATION OBJECTIVES. <br /> 8=0.522 �_�g <br /> T=0.0418 ~ I ' � ' pH� '. ' � ��J� • 2 22 OS �-� <br /> E= 1.040 � -=-f <br /> X= 1.180 I , p � PN3 � , �, , 8=<0.001 <br /> � . • Z .� • '�,-4� ' . . y' . . , � i� T=<0.001 <br /> . • , ( . � ,e E_<0.001 <br /> MW-14 • ' . . ' • . • ( X=<0.003 ' '� <br /> 2 22 05 ' ' �-------� . . � �_ �. ESTIMATED AREA OF GROUNDWATER IMPACT <br /> B=<0.001 ' �-------- . ( - -- -- -- --- . <br /> T=<0.001 � Mw-14 . . '( . , Fa��n 1 . . ,. <br /> E=<0.001 �_,��-_� , •�� vH2a� <br /> X=<�.003 . . I .�--.- � . . . , -- -- -- -- --- <br /> � ... • � . . `------------� .• 1 '�;a <br /> 1 . . ' I � <br /> � . ' Mw-�� • • • - <br /> ( • , . . . . . _z _ . ��o� . • . � � I <br /> I . � • . . . , I 1 <br /> .ti � ' ' . MW-17 <br /> � � 2 22 05 <br /> , I ' . . +., . . . i Ba<0.001 <br /> I . . . � I Ts<0.001 <br /> 1 E_<0.001 <br /> � . ' . I I X=<0.003 <br /> � ' . . , . . , .. . . ' <br /> I • ' . . 1 <br /> I • . • . � I <br /> 1 . I 1 <br /> � � 1 <br /> 1 ( <br /> I MW-15 MW-2 <br /> 2z2 � Z22o5 ; FIGURE 2 <br /> a=<o.00� e�0.343 � ESTIMATED IMPACTED GROUNDWATER MAP <br /> � i r=<o.00� � r=0.074 I i FORMER AMOCO SERVICE STATION N0. 05491 <br /> � I E=<0.001 E= 1.260 I <br /> ( x=<o.00s xa �.aao i 1058 NORTH WATER STREET <br /> i � � o ao DECATUR, MACON COUMY. IWNOIS <br /> � � � �T��� PROJECT NO. PREPARED BY DRAWN BY <br /> I� __ APPROXIMATE SCALE IN FEET AMG 01RL JY SPA D e I t a <br /> ww-ia �-- -- - OATE REYIEWED BY FlLE NAME <br /> 3/29/OS 05491 <br /> ��- Consultants�In . <br />