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GIN its GW-1QGW <br /> _ <br /> A-1 -1 C-2 <br /> A-2 A-9 A—i <br /> A,-3 B-1 <br /> A-8 Cr <br /> 0048"" <br /> C-11 ; <br /> MW-1 <br /> A-g M7 C-12 <br /> B-3 11" C-5 C-8 C-8 <br /> GW-12 A-8 <br /> M.. <br /> t <br /> r <br /> s � . <br /> BLARE STATIONx — M� <br /> 14 <br /> D-3 D E-4 E-"8 F-4 F-5 <br /> 4 <br /> r <br /> G-4 <br /> Y <br /> � MW*-3 r s <br /> D-5 <br /> E-3 E-5 E-7 F-3 F 7 G-2 <br /> LIMIT OF REFUSE <br /> D-7 .. .�M. . <br /> n .r- <br /> E-13 F 1 F-2 F-8 F F-10 F-1I <br /> _R`8..0-9 E-1 -1071' D t 9 <br /> w. <br /> - <br /> GW- 2 <br /> k <br /> MH— <br /> —\--LABOR CAMP--� Q DAMP H-12 <br /> SURFAC P H,13 H-14 <br /> LEGEND <br /> • - A-n"Through H 'n' LFG EXTRACTION WELL.W/O VALVE s <br /> GW-'n' LFG PERIMETER MONITORING WELL <br /> MW-'n' GROUNDWATER MONITORING WELL <br /> --0— CS-'nCONDENSATE SUMP <br /> PIPE SIZE CHANGE s <br /> —s.— ISOLATION VALVE <br /> LFG COLLECTION PIPE <br /> -4 F-- ROAD CROSSING <br /> HARNEY LANE SANITARY LANDFILL <br /> COUNTY OF SAN JOAQUIN 1" = 400' FIGURE 2 GROUNDWATER AND SURFACE WATER <br /> SAMPLING LOCATION MAP <br />