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i <br /> e <br /> M -p1 <br /> 59.89 <br /> a <br /> ACTIVE LANDFILL BOUNDARY 60 0000 <br /> dow <br /> Q 5$ <br /> o .+• <br /> LW-11 56 <br /> 60.2$ • .�"—� <br /> 54w woo <br /> woo <br /> 52 0000 sop <br /> J <br /> Cr woo 0*0 goo <br /> � j <br /> W <br /> 4a 6000 <br /> *Opp dolp 45 —.0000, 0000 .� <br /> 44 goo asw ° <br /> sop doop <br /> goo 0000 <br /> 42 —.No 0001, 0000 <br /> 0000 600 40 <br /> 3 � <br /> 0000 Soo <br /> 36__do woo 000 <br /> ® e <br /> •,34 <br /> "?MW-2 <br /> °ASSUME 33.45 r <br /> LEGEND <br /> ASSUMES GROUND WATER IS A MAXIMUM <br /> OF 10 FT. BELOW THE WELL BOTTOM <br /> - --- - FENCE <br /> ^-�'•�. DRAINAGE <br /> MW-1 scAL>r 1-400• <br /> MONITORING WELL LOCATION • <br /> d 200 400 <br /> e <br /> 59.89 ELEVATION OF WATER IN WELL (MSL) <br /> gm- <br /> 100 300 <br /> 34CONTOUR OF EQUAL Scale in Feet <br /> GROUND WATER ELEVATION (MSL) <br /> HYPOTHETICAL GROUNDWATER CONTOUR PLATE <br /> APPARENT GROUND WATER KLE1 1 N F E L D E OCTOBER 20, 989 <br /> FLOW DIRECTION ROBABLE* <br /> GRADIENT — <br /> FOOTHILL LANDFILL <br /> PROJECT NO. 24-220002—A08 = SAN JOAQUIN COUNTY, CALIFORNIA <br /> M., <br />