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MW-3 CPT-5- <br /> CPT-4 MW-4R <br /> B HP-3 MW-8 MW-9 - B <br /> MW 4 {DESTROYED) MW-2 <br /> , o <br /> - <br /> sm5 <br /> 5co N <br /> wi <br /> - 10 <br /> w <br /> T <br /> L 15 <br /> moi' '� ilSj.1` rt <br /> 3BA <s.o. i; Su ti-,�'�x�� �-�-��_�-� �':'��_��-1"�-. <br /> 20 , A� p ; _ 1 ;Y= ,p`• ;� 5 O �W <br /> pt,E _ .: _ _ "� �•�s w - o.7 -TAME'_d 44 _ + d 20 <br /> .R DCA •9D:8. SP V <br /> 25 ^ _ <br /> F_ <br /> ri- <br /> I - 1 <br /> 2rJ <br /> +s <br /> 030 100 - 30 <br /> TAME KM5 O <br /> - <br /> Z <br /> /y O <br /> 35 RA - <510a <br /> F <br /> 40 SAME cA 18<0.s - AIL 5 a <br /> SP' ` `' Ti)li'A as o <br /> •� :1�'TAW <a�" 40 � W Z <br /> 45 iMBAE 1 11-QCT' C6'5 <br /> TAME µIgE 1 s w t 45 <br /> I,z-ocA O a / IM <br /> 50 ----------_?_----- -- _--- _ -----?------ - -�� ,ML ' ; ` , TIwE 50 Q vi <br /> 55 Im 55W mL � a <br /> 60 0 <br /> ! / TRUE 60 Z <br /> 65 `. <br /> .MTEE n--j.2--1'r ' 4 •� \t 65 <br /> SM 1. fill �!v.Q L <br /> 70 - 7A1tE ma' / 70 U Ix <br /> o- Z <br /> 75 SP/ML w 1.2-DCA- 1.1 / 1T, <br /> / 75 LL Z Z o <br /> 80- <br /> 80 <br /> �... / 80 <br /> T 1 , 85 <br /> 90 <br /> 90J <br /> / 95 <br /> 10 �J1a !ism' S <br /> • <br /> I 100 $ <br /> 0n Q O <br /> SP I r, Qt N �^ <br /> M>'gE - 98Z� s <br /> TRA CLO <br /> 5M ti 1ANE <U,5•. <br /> x=RGA;[d'!_ / Rf^woo 110, o <br /> a zo sP��-r•�,- ,. � NOTES a� �N <br /> — --� :_ - _ �oQ <br /> Ln <br /> SCALE IN FEET ��� <br /> LEGEND ANALYTICAL DATA HP-3 PROJECTED 20' INTO CROSS SECTION "'r r <br /> MW-8 PROJECTED 25' INTO CROSS SECTION 9 d ° 9 <br /> V�v V <br /> MTBE = METHYL TERTIARY BUTYL ETHER (Ecg/L) MW-9 PROJECTED 1�6' INTO CROSS SECTION # jt� $ <br /> _ :. 7, = TBA = TERT-BUTANOL L CPT-4 PROJECTED 9' INTO CROSS SECTION �� <br /> SP - SAND CL/ML CLAYEY SILT (,��9/ ) `` w <br /> TAME = TERT-AMYL METHYL ETHER (Ag/L) MW-3 PROJECTED 710 INTO CROSS SECTION 2 6 <br /> t_ 1,2-DCA = 1 2-DICHLOROETHANE MW-4 PROJECTED ' INTO CROSS SECTION R <br /> SM = SILTY SAND SM/CL - SILTY CLAY {'�/L) MW-4R PROJECTED ' INTO CROSS SECTION <br /> Fag/L = MICROGRAMS PER LITER = PARTS m <br /> CL/SP = CLAYEY SAND ® CL = CLAY <br /> PER BILLION (ppb) CPT-5 PROJECTED ' INTO CROSS SECTION <br /> MW-2 PROJECTED '11' INTO CROSS SFr_.TION 11 _ <br /> MTBE = 12,000 <br /> a SP/ML = SANDY SILT - WATER TABLE TBA = 30 SAMPLE INTERVAL WITH LABORATORY ANALYTIC4L RESULTS FROM i <br /> �- TAME = 14 . ANALYTICAL RESULTS GROUNDWATER SAMPLES COLLECTED DURING THE FIGURE <br /> = MTBE ISOCONCENTRATION x <br /> Li ML = SILT 00'v CONTOURS IN 1,2-DCA = <0.5 NOVEMBER 26, 2003 .E OUNDWATER MONITORING <br /> EVENT FROM MW-9, AND MW-4R WERE USED FOR 7 <br /> GROUNDWATER (µg/L) SCREEN INTERVAL CONTOURING Fl. Na. <br /> 37616F7 d <br />