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GW-11 GW-10 MW-2 <br /> GW-9 <br /> ¢ 27, CS-3 ¢ 2% ° ¢ <br /> CS-4 6"0 PIPE HDPE S R 6"o PIPE HDPE SDR 17 CS-2 <br /> A-1 8-4,5,7 C-1 C-2 <br /> 8 HEADERB-7 B-8 C-3 r� <br /> v A-2 A-9 A-10 C-9 <br /> C-6,7 HEADER rn� <br /> A-3 B-1 <br /> rm a^ C-4 C-10 q <br /> A-8 UJ <br /> B-2 B-4 B-6 9: C-4 C-7. ti�4 GW-8 <br /> A-4 C-11 <br /> q <br /> 3' M� a <br /> SSR 1) <br /> MW-1 A-5 (�� A-7 <br /> B-3 B-5 C-5 C-6 C-8 C-12 <br /> GW-12 A-6 INTERIOR 1� <br /> WELL SPACING <br /> 300' D.C. TYP. EAST HEADER <br /> D-3 0 P10:PE F-4 F-5 F-6 G-3 <br /> CS-9 ® 3" SDR 17 D-4 E-4 E-6 Q WEST HEADE <br /> NDPE CS-1®1.0% <br /> G-4 <br /> D-3,4 HEADER ^ G-1,3,4 HEADER Mw <br /> - <br /> D-3,4 <br /> �� oGW-7 HDPE PIPE <br /> 17 <br /> E-3 ti E-7 F-3 F-7 <br /> D-5 G-2 z <br /> D-2 TP-1 E-5 G- <br /> ELRISAND-7 WELL <br /> w <br /> TP-2 200' <br /> E-5,6,11 HEAD R F-9 <br /> 200' O.C. <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 /> Z 2% M 2% MIN <br /> 6"0 PIPE HDPE SDR 17 <br /> CS-8 <br /> GW-1 GW-2 CS-7 <br /> GW-3 4 2%(TYP) 2%�1®(TYP) <br /> LEGEND 4"m PIPE HDPE SDR 17 4-0 PIPE HDPE SDR 17 <br /> o A-"n" Through H-"n" LFG EXTRACTION WELL W/O VALVE H-9 <br /> GW-"n" LFG PERIMETER MONITORING WELL H-7 H-9 H-10 H-11 <br /> H-HEADER H-12 <br /> ° MW-"n" GROUNDWATER MONITORING WELL SDOR tI7E(TYP.) <br /> GW-4 H-13 H-14 6"0 PIPE HDPE SDR 17 <br /> —� CS-"n" CONDENSATE SUMP H_6 H-1 <br /> �-•-� PIPE SIZE CHANGE <br /> H-5 H-4 H-3 H-2 <br /> 4"o PIPE 17 4"0 PIPE HDPE SDR 17 <br /> —�— ISOLATION VALVE HDPE SDR <br /> LFG COLLECTION PIPE CS-6 <br /> 4 s ¢ <br /> -�E— ROAD CROSSING GW-5 MW-4 GW-6 <br /> COUNTY ®F' S J®AQUIN 1" = 300' HARNEY LANE SANITARY LANDFILL FIGURE 2 <br /> MONITORING WELL LOCATIONS <br />