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. . �� iiz �it � <br /> � _ 404�1 ♦SGt 45 1 � � <br /> 20 91 <br /> 105 1W \ � <0.005 8= <0.005 � <0.005 B� <0.005 /10 <br /> 1� 1� 101 � T� <0.005 T= <0.005 T� <0.005 4 a at <br /> 4 04 i1 1 Oa B1 4 p4 pt 107 E� <0.005 T� 0.4721 � � <br /> ip3 4 04 91 _ _ 4 04 91 4 p4 gt \ X- 0.4609 E� <O.00S E� <0.005 E� <0.005 - <br /> - %� <0.005 X� <0.00.5 X� <0.005 B= <0.005 + <br /> 4 Oa 91 - g� <0.005 B� <0.005 ' Ta <0.005 <br /> B� <0.005 B� <0.005 <br /> - 8= <0.005 T< <0.005 T� <0.005 1� <br /> T- <0.005 E� <0.005 E� <0.005 T� <0.005 T� <0.005 B�<0.005 E- <0.005 <br /> a <br /> 702 B� <0.005 E_ <0.005 E� <0.005 T= <0.00.5 4 04 ei X� <0.005 � -- ..` <br /> B-6 T� �p� E_ <0.005 X� <0.005 X= <0.005 X= <0.005 E_<0.005 � <br /> 4 04 91 yp Bt X= <0.005 X� <0.005 � <br /> _ E� <0.005 X� <0.00.5 B- <0.005 � 12S � <br /> X= <0.005 T� <0.005 \ 4 6 G7 <br /> i= o:� e:o.o'se� IL. 05 E=<o.00s � � � <br /> E� <0.00.5 X� <0.005 B< <0.005 <br /> E_ <0.005 <br /> X� <0.005 x� <0.005 T� <0.005 � <br /> e= <o.00s LEGEND: <br /> X- 0.6248 <br /> ---- PROPERTY BOU��DARY <br /> � MONITORING WELL � _ ` <br /> - � ABANDONED MONITORING WELL � <br /> „o <br /> 4 91 � _ „s • SOIL BORING � <br /> � �o� � 4 s � • TEMPORARY SAMPLING POINT <br /> E- <o.00s �^�'-�� � SP 16/S -16A e- <o.00s � <br /> x= o.��es T' �0•0°5 }( SOIL SAMPLE LOCATION „� <br /> • E� <0.005 <br /> X= <0.005 <br /> 124 <br /> ♦OB 91 U <br /> 12 115 <br /> ' -10 -17 \ 4 S Ot <br /> e� <D.o05 SP 9 ° <br /> 7= <0.005 <br /> E- <0.005 � _� B� <0.005 <br /> X� <0.005 ' B_3 -1 \ E_ <0.005 <br /> "' Z°9' 4�57 1 X� `0'0°5 DATE SAMPLE DATE <br /> 48 Bt <br /> _ B- 0.1776 - <br /> e_ <Q� r� 4.� _ � �o,� -n 4's'a, DEPTH R.O. SAMPLE DEPTH/REMEDIATION OBJECTIVE (CLASS I <br /> T= <0.005 E- 1.682 • T= <0.005 <br /> e-<o.oas X' 8'75 roc-� � E- <o�� B= <0.002 0.03 BENZENE <br /> x- �.o�ee _ x- <o.00s e- <o.00s <br /> s Z T- <o.aos T= <0.002 12 TOLUENE <br /> E� <0.005 <br /> �� • SP_ � . - sP-,s � x- <o.00s E_ <0.002 13 ETHYLBENZENE <br /> 4 d o, f SP_� sP-e � � X= <0.002 150 TOTAL XYIENES <br /> ,zs <br /> T- <°o:� B sP-�� ++6 O 4�97 NOTE: SITE GROUNOWATER CLASSIFICATION HAS <br /> '`' TION 's ' a_ <o.� <br /> BEEN DETERMINED AS CLASS I. <br /> X ,a��� DAI RY Q �; """-Z ° �O T_ <o.00s <br /> a 8" �.� E� <0.005 <br /> 4 e 9� ►�'-z r� <o.00s xa co.oas AREA OF SOIL IMPACT IS 8ASE0 ON <br /> - � � z- `<0:o°05os ,zz CLASS I REMEDIATION OBJECTIVES. <br /> e- <o.00s � -+ �os ei <br /> T:<0.005 <br /> E�<0.003 • • . \ 15 <br /> x- o.�seo ,3, �,�w_e -, ALL CONCENTRATIONS EXPRESSED IN <br /> 4 8 91 <br /> • •5 B= <°o:� MILLIGRAMS PER KILOGRAM (mg/kg). <br /> ' - -9R - , Q S �4 X�<0.005 <br /> <0.003 <br /> B- <o.00s SP_ <br /> ' T= <0.005 �MW-9 18 . . 127 127A <br /> E� <0.005 <br /> x� G0.005 4 OB 91 6 S Yt <br /> MW-5� C�Q�' 1 1 <br /> . B� 20125 B- <0.00.5 <br /> 4 6�B1 �� O � T�&l.1326 T- <0.005 <br /> � _ . E_ <o.00s e- <o.oas ' ESTIMATED AREA OF SOIL IMPACT <br /> 4 6 91 �'- X�459.5081 X� <0.005 •:ti•• <br /> • <br /> L1W-13 B- <o.00s - �_� TSP-4 e-t <br /> T- <0.00.5 B� <0.005 20 i <br /> Ea <0.005 7��p.005 � <br /> X� <0.005 E� <0.005 � Myy_�� • <br /> X=<0.005 y�y-{ � - 3 SP-19 B- <O.00S � <br /> T= 0.5073 <br /> �-8� �� � � E= 0.2527 <br /> X� 0.9231 <br /> NW-7 8-2 <br /> �� IR IVE °' „• '�' <br /> 40 1 4691 40891 <br /> B� <0.005 16 <br /> B� <0.005 T�0.04314 B� <0.005 Bs <0.005 <br /> T� <0.005 E_ <0.005 T= <0.005 <br /> X< <0.005 T� <0.005 E� <0.005 <br /> E_ <0.005 E� <0.005 <br /> X� <0.005 �_���_� - - _ _ - - - - - %� <0.005 X< <0.005 <br /> ,,, _,S ,_, ,p ,� ,� FIGURE 1 A <br /> 4 6 91 � 4 8 Y1 4 06 91 ♦OE 91 6 2 Y1 <br /> e- <o.00s e- <o.00s e_ <u.00s e- <o.00s e- <o.00s <br /> ESTIMATED IMPACTED SOIL MAP <br /> T_ �� T_ <o.� ,_ <o.� T- ..e� T- <o.� BP SERVICE STATION N0. 8550 <br /> E� 0.7594 E� 1.1939 E� <0.005 E� <0.005 �725 SOUTH FRANKUN ROAD <br /> E� <0.005 %� 1.8075 X� 2.082 � 36.690 X� <0.005 <br /> x- <o.00s »o �ao �sa � � <br /> ♦6 91 a e o� s a 9i ♦�e , DECATUR� ��N��S <br /> N3 � 1HA 1MB \ <br /> B� <0.005 B= <0.005 8� <0.005 141 11TA 14TB 4 8 Ot 4 8 91 4 6 Bt 4 6�t ` - 1Y9 12BA <br /> r- <o.oa5 T-24.�.x T- o.�ee5 +6 0� 4 6 Bt 4 e � - - - e- <o.00s a � s oi PROJECE N0. PREPARED BY DRAWN BY <br /> e- o.azoe e- <o.00a E- o.oss3 - - - e- <o.00s e- <o•oos e- <o.00s e- <o.00s E- �o.� tz '� � AMG OtSN �1' �B D e I t a <br /> X� 0.7221 %�g3.7972 X� <0.005 g� �p.ppg gs <0.005 Bs t0.005 T� <0.005 T� 0.3178 T� <0.005 T- <0.00.5 X� <0.005 � <0.005 B� <0.005 Q 4� <br /> T- <0.005 T� <0.005 T�<0.005 E� <0.005 E- 0.3373 E� �p.pp5 E- �.�` T- 27758 T� <0.005 <br /> E_ <0.005 E- <O.00S E�<O.00S X� 0.7151 X� 1.3317 Xs <0.005 X� 0.6499 E_ <0.003 E� <0.005 DATE REYIEWED BY FllE NAME <br /> x- <o.oas x- o.o�s+ x-<o.00s x-sa.e�s+ x- <o.00s ` S� �N �� Environmental <br /> \ 5/20/04 AMG01 SN �- Consultants, Inc. <br /> � <br />