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1 j <br /> S <br /> S � �� cy- <br /> o <br /> 1 <br /> Mw-8 <br /> -8 � � � <br /> S 0 '� Now <br /> u- <br /> WETMORE STREET \�1\\ 'q, o 1 u Z 0 <br /> 4 <br /> \� \ <br /> a. <br /> F: <br /> w�3 F: Q W Ow <br /> c ca <br /> 53 ml co <br /> m r <br /> mw-7 MEW-11 (oEST ormt 2.4 z <br /> 74 130♦ ��) <br /> / +(aE5 txa 1 U <br /> MW 4R N <br /> s(�/ 34 — <br /> � W <br /> z MW-6MW-2 <br /> <0.5 SERVICE STATION <0.5 F-- <br /> W <br /> W W <br /> W PET GROOMING I f5 <br /> K N <br /> SHOP <br /> in aIWMw-5 <br /> 'Z OPTICAL (DESTROY v) <br /> 5 LABORATORY GRASSI a o <br /> } 0 <br /> <a s <br /> 1 � N U) <br /> f P <br /> 0 <br /> �N N V <br /> LEGEND <br /> SOUTH STREET <br /> <as 2* 2--INCH MONITOR WELL WITH MTBE LABORATORY 8 <br /> ANALYTICAL RESULTS (µgA) <br /> ,,, ■,�....�■ ■ MW--10 y A.—IKlr'W MAr)KIITOP WPI I WITH MATRF I AROPATCIRY I <br /> IV0R � r1 660 ANALYTICAL RESULTS (EL g/L) •�� <br /> 0 50 ��--1p0_ — MTBE ISOCONCENTRATION CONTOURS IN FIGURE <br /> SCALE IN FEET GROUNDWATER L (DASHED WHERE INFERRED) <br /> �g� ) � 5 <br /> µg/L = MICROGRAMS PER LITER = PARTS PER BILLION (ppb) NOTE: MW-9 IS NOT USED FOR CONTOURING BECAUSE OF ITS <br /> DEEPER SCREEN INTERVAL File No. <br /> 3761AF5-1004 <br />