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26-DW-03 <br /> CL CO <br /> 02 a <br /> EXPLANATION 4.0 c C; <br /> McDonald's Restaurant MW-10 O O m <br /> -13.74 Delta Market Building { Groundwater monitoring well :M <br /> U � � <br /> (<0.50) Groundwater elevation contour in feet <br /> 13' (<0 50) k referenced to mean sea level (ft msI) <br /> ❑ /y Arrows indicate approximate 3 V <br /> groundwater flow direction 10 <br /> C O <br /> -12.22 Groundwater elevation in ft ms1 Z U <br /> 16- <br /> (72) <br /> (7 2) Benzene concentration in parts per 0 _U <br /> 13:L <br /> billion(ppb) E <br /> (5 3) MTBE concentration in ppb � <br /> WEST CHARTER WAY <x Not detected at reporting limit x U <br /> Approximate hydraulic gradient=0 005 <br /> 777(;:6 <br /> 12.38 MW-46) -1275 <br /> ({840) (<0.50) _ 90 <br /> Existing (12) (<0.50) <br /> i USTs j' MW-8 (<0 50) Q <br /> -1233 <br /> (<250) ` f <br /> I cn <br /> - --------- ---- MW-5 <br /> -12.28 <br /> Q <br /> Denny's (<0S0) <br /> Restaurant MW-2, - Best Western Motel () <br /> -12.62,; (<0 50) <br /> MW-6 (9 0) � _ c <br /> (4-2) <br /> -12.61 _ <br /> Building <br /> (<0-50) u Former UST <br /> (<0 50)+ Location <br /> MW-3 I a <br /> -12.67 <br /> , <br /> <0.50 <br /> 0 <br /> O <br /> cc <br /> I MW-1U3 <br /> 1276 n <br /> (<0.50) Best Western Motel <br /> [�:== —jV_ ?— <br /> City of Stockton Building Remediation Equipment ) a <br /> Enclosure and Piping c� <br /> co <br /> ) o <br /> Scale(K) CO <br /> 0 20 40 80 FIGURE N <br /> CO 2li) O <br /> N <br /> o Cn tp C!] <br />