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GW-11 GW-10 MW-2 <br /> GW-9 <br /> ¢ _2% CS-3 -0 2% e + <br /> CS-4 6"0 PIPE HDPE 6"0 PIPE HDPE SDR 17 CS-2 <br /> rn A-1 B-4,5,7 C-1 C-2 <br /> ® HEADER B-7 B-8 C_3 a$ <br /> a A-2 A-9 A-10 C-9 <br /> m C-6,7 HEADER 6,a <br /> A-3 B-1 <br /> N C-10 p <br /> � o <br /> _`� Af <br /> A-8 B-2 B-4 B-6 aC-7 <br /> ^ C-4 ya o GW-8 <br /> A-4M C-11 <br /> A <br /> 3" <br /> W �O <br /> SDR 1j E yDpE � <br /> MW-1 A-5 �) � <br /> A-7 B-3 B-5 C-5 C-6 C-8 C-12 I <br /> GW-12 A-6 INTERIOR 1� <br /> WELL SPACING 33 1 <br /> 300' O.C. TYP. EAST 1HEADER <br /> D-3 m PIPE D_4 E-4 E-6 F-4 F-5 F-6 G-3 <br /> CS-9 °NOPE SDR 17 oQ WEST HEADE CS-1 <br /> G-4 — <br /> D-3,4 HEADER Q��g/ G-1,3,4 HEADER BMW 8"0 PIPE <br /> =m Q2 GW-7 HDPE SDR 17 <br /> D-5 E-3 E-5 ti E-7 F-3 F-7 c-2 z <br /> -arD-2 TP-1 G- <br /> �} <br /> EL(SNa <br /> D-7 WELL SPACING <br /> P_2 20oT' <br /> YPF <br /> O.C..C. E-5,6,11 HEAD R E-13 -1 F-2 F-8 <br /> D-1F-10 F-11 <br /> D-8 D-6 D-9 E-1 E-10 E-2 E- 1 E-8 E-12 E-9 <br /> 2% M 2% MIN <br /> 6"0 PIPE HDPE SDR 17 <br /> 4 ¢ CS-8 <br /> GW-1 GW-2 CS-7 <br /> LEGEND <br /> GW-3 0 27- MIN 2$ mP) <br /> o A-"n" Through H-"n" LFG EXTRACTION WELL W/0 VALVE 4„® PIpEH D9E SDR » 4-0TH <br /> PE HDPE SDR 17 <br /> GW-"n" LFG PERIMETER MONITORING WELL H-7 H-9 H-11 <br /> MW-"n" GROUNDWATER MONITORING WELL 3"0 PIPE HDPEEADER H-12 <br /> H-13 H-14 SDR 17 (TYP.) 6"0 PIPE HDPE SDR 17 <br /> --o— CS-"n" CONDENSATE SUMP <br /> GW-4 ¢ H-1 <br /> H-6 H-5 H-4 H-3 H-2 <br /> 6� PIPE SIZE CHANGE <br /> 4"0 PIPE SDRJ57-, 4 0 PIPE HDPE SDR t7 <br /> - ISOLATION VALVE HDPE <br /> LFG COLLECTION PIPE CS-6 <br /> 4 e 4 <br /> E- 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 />