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GW-11 GW-10 MW-2 <br /> GW-9 <br /> ¢ 2%_ CS-3 ¢ 2% 0 ¢ <br /> CS-4 6"0 PIPE HDPE S ~- 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 is <br /> o A-2 A-9 A-10 <br /> C-9 <br /> A-3 B-1 C-6,7 HEADER <br /> rn a N C-10 p <br /> o <br /> A-8 Uj C-7 <br /> B-2 B4 B-6 a^ C-4 <br /> - y0 GW-8 <br /> A-4 M C-11 s <br /> 3" O <br /> SSR Pj F�aE- �� <br /> MW-1 ' A-5 � <br /> A-7 - C-12 <br /> B-3 B-5 C5 C-6 C-8 <br /> GW-12 A-6 INTERIOR <br /> ¢ WEI L SPACING <br /> 300' O.C. TYP. C-13 <br /> E-6 F-6 G-EA3ST HEADER <br /> D-3 0 PIPE GD-4 E-4 F-4 F-5 <br /> CS-9 0 3 SDR 17 4 WEST HEADE <br /> NDPE �� CS-1 >1.0% <br /> G-4 �~ <br /> D-3,4 HEADER 2^_/ G-1,3,4 HEADER ¢MW 8"0 PIPE <br /> GW-7 HDPE SDR 17 <br /> D-5 E-3 E-5 A7 E-7 F-3 F-7 G-2 <br /> D-2 TP-1 z <br /> G-1 �� <br /> be <br /> D-7 WELL 1SPACING a <br /> TP-2 Y E-5,6,11 HEAD R F- <br /> D-1 200�.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 27 MIN <br /> 6"0 PIPE HDPE SDR 17 <br /> 4 � CS-8 <br /> GW-1 GW-2 GW-3 4 CS-7 2% MIN <br /> LEGEND 2_=DPE 4"0 PIPE HDPE SDR <br /> 4"0 PIPE HDPE SDR » 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-3 <br /> H-HEADER H-12 <br /> ' MW-"n" GROUNDWATER MONITORING WELL H-13 H-14 SDR 17 (TYP.) "0 PIPE HDPE SDR 17 <br /> GW-4 ¢ <br /> �- CS-"n" CONDENSATE SUMP H_6 H-1 <br /> �8 PIPE SIZE CHANGE <br /> H-5 H-4 H-2 <br /> —ems ISOLATION VALVE 4"� PIPE HDPE SDR 17 4 0�VDPE 17 <br /> LFG COLLECTION PIPE CS-6 <br /> ROAD CROSSING GW-5 MW-4 GW-6 <br /> COUNTY OF SAN JOAQUIN 1 300HARNEY LANE SANITARY LANDFILL <br /> = MONITORING WELL LOCATIONS FIGURE 2 <br />