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MOKELUMNE AQUEDUCT <br /> (PIPELINES) <br /> N-15 <br /> • <br /> LOW AREA <br /> % • <br /> GROUNDWATER M1 ���_x�— <br /> TREATMENT x�� Y SLOUGH ROAD <br /> M-2 SYSTEM AREA �— W1-IISKE <br /> FORM I x <br /> ER SFPP PIPELINE N-21 <br /> LOW qR� •IN_7 x� <br /> �If21Y-2 <br /> LOW AREA • <br /> + M-10 <br /> N-23 <br /> J� N-225 VEW-6 <br /> LOW <br /> v� AREA • VEW-4 +' \ <br /> /+ N-6 A RW-�3Z + • <br /> VEW-9 N-20 <br /> VEW-3 -� � VEW-10 <br /> QQ AREA WRR A VEW-I + <br /> STANDING + VEW-8 +� <br /> WATER J RW / A SOIL VAPOR <br /> h <br /> LOW + A + + TREATMENT <br /> AREA 0-1y VEW-2 ++V 7 + N-17 <br /> = -+-N-24 AREA <br /> + N <br /> / N-16 <br /> / AGRICULTURAL FIELD <br /> M- <br /> •3 %/ N-8 <br /> d <br /> + DEBRIS PILE EXPLANATION <br /> \_ARCADY OIL COMPANY / • (APPROX.AREA)\ <br /> N-19 <br /> MUD DISPOSAL SITE / M—B • • Shallow groundwater monitoring well <br /> t <br /> / ♦ peeper groundwater rnonitodrg wel <br /> * • _ Groundwater extraction well <br /> N-18 �- SVE phot test weh <br /> A SVE weh <br /> N <br /> Figure 1 <br /> e 50 IDo 200 i Site Layout <br /> SCALE N FEET <br /> CH2MHILL <br /> NELV151CAD1NOLrACADI4-FIGS I-3DWG - <br />