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l <br /> 7 <br /> vENug EXPLANATION <br /> I SpERRY 1'�` ! <br /> Groundwater monitoring well <br /> is1798 i (Tosco— shallow well) <br /> Mw-11 <br /> � $ Groundwater monitoring well <br /> Budding <br /> (Tosco— deep well) <br /> i <br /> Groundwater monitoring well <br /> (Arco— shallow well) <br /> —17.53 MW-10+ ALLEY o Groundwater monitoring well 0 <br /> OH o r�0� (Arco— deep well) <br /> Former <br /> � r us sr � Former 0 Groundwater extraction well � 8 <br /> I station (Arco— shallow well) o <br /> \ Soil vapor extraction well 3 <br /> 0 t Butkiing *mw-s—18 74 (Arco— shallow well) 3 N <br /> 0 <br /> N Mw-�t —18 49, o� <br /> Taco Bell •+{ • $ 99.99 Groundwater elevation to feet L <br /> 70 'Mw-� MW-8 referenced to Dean Sea Level a n <br /> emt�I Mw-10 _ W <br /> \ gg' Groundwater elevation contour, I o <br /> 1 lords Mw-s -18 3 �A9 dashed where inferred a o a o <br /> l" o•- <br /> �.r�o rj Mw-4* MW-9 c.�Z)M o <br /> OooU o <br /> —1803 Mw-�� w-2 Mw-00 do, —1845 Mw.7 o v oN <br /> bMW 3 <br /> �/ —1729 \\ o ,-Z o T <br /> � T <br /> / r \ Approximate groundwater W N <br /> flow direction at a 0 o in o W � <br /> sS HARDING WAY '3� i \ gradient of 0 001 to 0 01 Ft/Ft a Iin j g <br /> OJT_ —�/ ; \ <br /> EW-1 <br /> SVE-1 -17210 �DMW-1 <br /> MW--3 <br /> —1702 —1714 �M W-a Mw- <br /> -1723 Mw-1 —1751 3 { <br /> i�penser -17.20 I <br /> Isww�s � <br /> u, <br /> MW_g I V <br /> 0. <br /> —1670 on <br /> J <br /> fTTI MC <br /> CO Illi MW-1 i g <br /> —i 6 94 j �, <br /> X Ico <br /> �a � m <br /> Former dow s <br /> Existing1 — <br /> Undergrond 1 g <br /> Storage t 0 60 a as "' <br /> Tanks MW$ z to <br /> —1700 �0 1 <br /> Source Figure modified from drawing provided by Secor lnternaitowl t% Scale In Feet W <br /> J <br /> CL T w <br />