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t <br /> WALL MW-2 <br /> BLOCK - (21 83) f <br /> 2185 <br /> 2185-- EXPLAN° TION <br /> ASPHALT B-11/MW-4 <br /> PAVING <br /> Sod Borr/Monitonng Well <br /> B-8/MW-1 <br /> (21 87) CONCRETE as 6—'13 • Sod Bart g <br /> B-3 0 <br /> • <br /> (22 05) Elevatto 1, Of Groundwater, <br /> Datum lS Mean Sea Level <br /> I � � 21 90 <br /> Line of Equal Elevation of <br /> 2190— BUILDING ?20,5— ® ManndwSeat Levelatum Is <br /> B-2 <br /> CONCRETE ® Direction of Groundwater <br /> TANK I� Flow As Evaluated By <br /> PAD RESNA ( pnl 20, 1993) <br /> t B-12 CONCRETE WALKWAY <br /> • <br /> — t = Ev lusted Gradient <br /> 11-4 ��21 95°B-13 <br /> 21 95—� <br /> B-7 <br /> 0 <br /> ®6-1 0 <br /> 0 <br /> 0 <br /> q <br /> ASPHALT PUMP <br /> PAVING ISLANDS <br /> 22 00— 2200 ASPHALT <br /> PAD PAVING <br /> B-5 <br /> B-11/MW-4 <br /> r 2205 (22 05) B-10/MW-3 <br /> (22 05) <br /> CONCRETE CURB—.,.- 22 05 <br /> AC CURB N <br /> DRIVEWAY DRIVEWAY <br /> r <br /> Y 0 S E M I T E A V E N U E 20 0 20 40 <br /> Source Map modified from map provided <br /> by Tom 0 Morrow Inc Appro !mate Scale (feet) <br /> POTENTIOMETRIC SURFACE MAP (April 20, 1993) PLATE <br /> sAARCO Service Station No. 8020 <br /> 1711 Yosemite Avenue 3 <br /> PROJECT NO. 30055 oomuic Manteca, California <br />