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1 A <br /> A' <br /> North Former UST Excavation <br /> (projected) South <br /> Feet <br /> U11, <br /> (bgs) CPT-7 MW-2 MW-1 CPT-1 MW-3 CPT-4 <br /> o <br /> ------ 00-0-0-0-------- 'EM <br /> 20 <br /> \ \ \ <br /> \ \ _ �, _ a- s. * • ""; `r `\\ Vadose Zone <br /> 40 <br /> Ir 7�. 0 �'NNI� <br /> is <br /> 60 <br /> H�cL�StatcWater Level10 \ <br /> ♦ / \\\�.\�\\\� . \ ti SMEAR Zone <br /> \\ ,,\\\\\\\\`;�� Lam\ ' ,\\ �\ ;\\ �\\\\\ �'Histortc,Low,Sta c`Water Level <br /> \5050 �\� � ..... __—_...33— --'^—"'_"—_`"__`!'�. _ ��`_ � �,� `` `\.�+ ` <br /> \e �80 53,000 16,000-N NN \w 50\ TD=Ba"r TD=80' \ \\ \ \ \`\\ \\ • 1D 50 \ <br /> 2,200 <br /> 100 ___ - ____w ______1� 7�` \� <br /> � � � ! y � I _ate_ ._ Saturated zone <br /> \ \ \ \ \ \ <br /> 7 9 \ \ <br /> \\\\ <br /> �\ <br /> 1 � 120 <br /> LLTD=13fl' \ \\�� \ <br /> � \\\ \� TD=130' TD=134` <br /> a \\\ <br /> 0 140 <br /> a <br /> 1 0 25 <br /> Extent of one or more petroleum hydrocarbon constituents <br />' ro E Horizontal Scale in Feet dashed where inferred <br /> E <br /> i SMEAR Zone the column of soil that is between the historic <br /> f high and low water levels in which contaminants occupy <br /> a (Bgs) Below Ground Surface intersitial pore space <br /> U <br /> Monitoring well MTBE results,water(ug/L)(6112103) Sand silty fine sand SITE <br /> Borns - T & T Trucking <br /> ( MTBE results sod(mg/L)(6112103) \\ Silty sand and sandy silt I 11396 North Hwy 99, Lodi, California <br /> Static GW level 5115103) <br /> First encountered GW nr�E Cross Section A-A' and <br /> 'Ir <br /> Screen interval MTBE results,monitoring well(uglL){5115103) Interbedded silt and cemented sand Conceptual Plume Configuration <br /> cyM TD Total depth in feet inooa Silts and clays PROJECT <br /> C) TD Total depth m feet $ R W ]v A N D 23954-001 Figure <br /> Geologic contact dashed where inferred 4-7 <br /> C A L D W E L L PATE 6-28-04 <br />