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GW-11 GW-10 MW-2 <br /> GW-9 <br /> — <br /> 2% CS-3 4 2% s 4 <br /> CS-4 6"0 PIPE HDPE 6"0 PIPE HDPE SDR 17 CS-2 <br /> rn A-t B-4,5,7 C-1 C-2 <br /> ® HEADER B-7 B-8 C-3ib `s <br /> o A-2 A-9 A-10 C-9 <br /> C-6,7 HEADER <br /> A-3 B-1 ° <br /> m a N C-10 0 <br /> o i <br /> Pte, A-8 B-2 B-4 B-6 a^ C-4 C-7 y0 4 GW-8 <br /> A-4A <br /> 3- M N C-11 a <br /> ID P/P � <br /> SDR /�f yppf � <br /> MW-t A-5 �) � <br /> A-7 C-12 <br /> B-3 B-5 C-5 C-6 C-8 <br /> GW-12 A-6 INTERIOR <br /> ¢ WELL SPACING <br /> 300' O.C. TYP. EAST HEADER <br /> _ E-6 F-6 G-3 <br /> 0-3 3"® P1pE D Q E-4 F-4 F-5 <br /> CS-9 NOPE SOR Al Q�� WEST HEADE CS-tom 1_04 <br /> G-4 <br /> D-3,4 HEADER e _/ G-1,3,4 HEADER oMW 8"0 PIPE <br /> .0 ��( GW-7 HDPE SDR 17 <br /> D-5 E-3 �� E-7 F-3 F-7 G-2 <br /> E-5 <br /> D-2 TP-1 z <br /> G- Z�bt <br /> ELL(SPACING a <br /> D-7 W <br /> TP-2 y E-5,6,11 HEAD R F- <br /> D-1 200YP.C. E-13 F-1 F-2 F_8 F-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 /> Z 2% M 2% MIN <br /> 6"0 PIPE HDPE SDR 17 r- <br /> ¢ 4 CS-8 <br /> GW-1 GW-2 CS-7 <br /> LEGEND GW-3 2%®(pE 2Z_MIN_�NP) <br /> q*q PIPE NDPE SDR 17 4"� PIPE HDPE SDR 17 <br /> o A-"n" Through H-"n" LFG EXTRACTION WELL W/O VALVE H-g <br /> ¢ GW-"n" LFG PERIMETER MONITORING WELL H-7 H-9 H-10 H-11 <br /> 3"0 PIPE HDPE -H-HEADER H-12 <br /> MW-"n" GROUNDWATER MONITORING WELL SDR 17 (1YP.) 6"m PIPE HDPE SDR 17 <br /> —o— CS-"n" CONDENSATE SUMP GW-4 ¢ H-13 H-14 <br /> H-6H-5 H-4 H-3 H-2 H-1 <br /> " PIPE SIZE CHANGE <br /> ISOLATION VALVE 4 PIPE HDPE SDR 17 4 0 P1PE HOPE <br /> SDR 17 <br /> LFG COLLECTION PIPE CS¢6 s ¢ <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 />