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See nset at Ri hC t t •r+ ; <br /> + � � Yw'.. 9 w��;� ,..t t `• rY�rr.r x - Staging Area <br /> r l r (Concrete Pad) <br /> r.c? r * J �°a } y •*' tFe eta,--- . <br /> DMW-5 <br /> SDMW B <br /> �.- 5A <br /> ri r .rr...r { i <br /> tagifigArepi <br /> 4 ) CPad) <br /> ad) <br /> �• 1 <br /> Pump <br /> tr{ Housed <br /> .fi } �4. Stockpiling and t <br /> y r�ce�.e ...{ti '{�?: s}' :� ,a �} Water Handling Area { r Pump {tpperys� <br /> .11 V (Concrete Pad) { , el 5 10 20 <br /> .srt,i �yy4• - ? `-• � 5, .�,;,'" 1'��t1 '� { House _ Feet <br /> t. Fli = { <br /> 4 <br /> + , { <br /> '1 S <br /> C <br /> Legend Groundwater Monitoring Well(A-Zone) N <br /> ® Groundwater Monitoring Well(B-Zone) Site Layout <br /> Area of Toluene Above ESL of 2,900 pg/kg � Area of Interest <br /> 800 West Church Street <br /> ESL=S.F.Bay RWQCB Environmental Screening Level for Soil deeper than 3 meters Excavation Area Stockton, California <br /> below ground surface where groundwater is a current or potential source of <br /> Drinking Water(SFBRWQCB,2013) --- Water Pipes <br /> (Mg/kg)=micrograms per kilogram 0 20 40 80 Geosyntec P <br /> Aerial Photo Source:Google 16 September 2011 Feet February 2014 Figure: consultants <br /> P;IGIS1DopacokPr jectl2074FebXFi9O2_Sim Layout_mvl.mxd <br />