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GW-11 GW-10 MW-2 <br /> GW-9 <br /> ¢ 2%_ CS-3 ¢ 2% o <br /> CS-4 6"o PIPE HDPE SDR 6"0 PIPE HDPE SDR 17 CS-2 <br /> A-1 <br /> B-4,5,7 C-1 C-2 C-3 <br /> B-7 B-8 r';9 <br /> HEADER a� <br /> o A-2 A-9 A-10 C-9 <br /> m �K C-6,7 HEADER <br /> A-3 B-1 <br /> IL a cw C-10 19 0 <br /> A-8 C-7 <br /> B-2 B- - <br /> 4 B6 a C-4 y0 GW-8 <br /> A <br /> A-4 M N C-11 <br /> 3" O <br /> SOR l'ipF you �'� <br /> MW-1 A-5 �(ryp�F A-7 <br /> B-3 B-5 C-5 C-6 C-8 C-12 <br /> GW-12 A-6 INTERIOR <br /> p WELL SPACING <br /> 300' O.C. TYP. C-13 <br /> E-6 F-6 G EST HEADER <br /> D-30 p1PE D-4 E-4 F-4 F-5 <br /> CS-9 °NOPE SO R 11 0�� WEST HEADE CS-1 >1.o% <br /> G-4 �— <br /> D-3,4 HEADER G-1,3,4 HEADER ¢MW 8"® PIPE <br /> m� � GW-7 HDPE SDR 17 <br /> -ar <br /> D-5 E-3 E-5 h�ry E-7 F-3 F-7 G-2 <br /> D-2 TP-1 <br /> G-1 <br /> D-7 WELLRIMETER SPACING N <br /> TP-2 200' O.C. E-5,6,11 HEAD R F-9 <br /> D-1 D-8 TYP E-13 F-1 F-2 F-8 f-10 F-11 <br /> D-6 D-9 E-1 E-10 E-2 E- 1 E-8 E-12 E-9 <br /> --' ennnIE—Z 27 M 2% MIN <br /> 6"0 PIPE HDPE SDR 17 <br /> ¢ CS-8 <br /> GW-1 GW-2 GW-3o- (NP) CS-7 2-1 MIN <br /> LEGEND ""'" ( (TMP <br /> 4„m2EE HP PE SDR 17 4"p PIPE HDPE SDR 17 <br /> o A-"n" Through H-"n" LFG EXTRACTION WELL W/O VALVE T; H9 <br /> ¢ GW-"n" LFG PERIMETER MONITORING WELL H-7 H-9 H-10 H-11 <br /> ° 3"4 PIPE HDPE <br /> —H-HEADER H-12 <br /> MW-"n" GROUNDWATER MONITORING WELL H-13 H-14 SDR 17 (TYP.) 6"0 PIPE HDPE SDR 17 <br /> -----o— CS-"n" CONDENSATE SUMP GW-4 ¢ <br /> 6% H-6 H-5 H-4 H-3 H-2 H-1 <br /> PIPE SIZE CHANGE <br /> —ee— ISOLATION VALVE 4"o PIPE HOPE SDR 77 4"� PIPE HDPE SDR 17 <br /> LFG COLLECTION PIPE CS-6 <br /> o � <br /> ROAD CROSSING GW-5 MW-4 GW-6 <br /> COUNTY OF SAN JOAQUIN 1" = 300' HARNEY LANE SANITARY LANDFILL FIGURE 2 <br /> MONITORING WELL LOCATIONS <br />