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GW-11 GW-10 MW-2 <br /> GW-9 <br /> 4 2% CS-3 ¢ 2% e f <br /> CS-4 6"0 PIPE HDPE S R 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 r� <br /> v A-2 A-9 A-10 <br /> Z C-9 <br /> a A-3 B-1 C-6,7 HEADER s <br /> rn `''a a N C-10 A <br /> SO x F <br /> Pte, A-8 C-7 <br /> B-2 B-4 B-6 a^ C-4 tiQ 4 GW-8 <br /> A <br /> A-4 M C-11 <br /> 3.0 S <br /> SpR P�f%p f <br /> MW-1 A-5 ) <br /> A-7 B-3 B-5 C-5 C-6 C-8 C-12 <br /> GW-12 A-6 INTERIOR <br /> 4 WELL SPACING C 3 <br /> 300' O.C. TYP. EAST HEADER <br /> D-3 Pk—?f E-4 F-4 F-5 <br /> D-4 E-6 f-6 G-3 <br /> 0 <br /> CS-9 rlAVW�StDIR <br /> " EST HEADE <br /> Q 1 CS-1 >1.04 <br /> D-3,4 HEADER Q��^ MW- <br /> 2 G-1,3,4 HEADER . 8"0 PIPE <br /> •�aQ• � GW-7 HDPE SDR 17 <br /> D-5 E-3 � ry E-7 F-3 F-7 G-2 <br /> D-2 E-5 TP-1 z <br /> G-1 <br /> D-7 WELLRISPACING a <br /> D–TP-2 200'D.C. E-5,6,11 HEAD R F-9 <br /> 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 �— <br /> � p CS-8 <br /> GW-1 GW-2 CS-7 <br /> LEGEND 2z <br /> GW-3 4 2% ►PIN (Np (TYp <br /> 4"0 P1 HPE DPE SDR �� 4"0 PIPE HDPE SDR 17 <br /> ® 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 /> HOPE ER H-12 <br /> ° MW–"n" GROUNDWATER MONITORING WELL SDR 17E(TYP) 6"0 PIPE DH PE SDR 17 <br /> ¢ <br /> --o— CS–"n" CONDENSATE SUMP GW-4 H-13 H-14 H-1 <br /> � <br /> H-6 H-5 H-4 H-3 H-2-«-� PIPE SIZE CHANGE <br /> —ee— ISOLATION VALVE 4" PIPE HDPE SDR 17 4 0 pjpE NDPE SDR 17 <br /> LFG COLLECTION PIPE CS-6 <br /> 4 e � <br /> F- 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 />