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100, _ <br />.TT AL WELLLVCATIOW WAS <br />AD (JS Tr -p IN dRDER 1"n Vol[)(�AN <br />_t. oje; 01, "4°A I'' I GX pwvtvpF r�AN��SU?1��tlr <br />= I WAS CLO SIER r0 I+C-6 P,C-L LW <br />GX-38 i <br />I _ U_ � <br />X -117-- ) J <br />GX-34 i G <br />1 <br />CROSSING <br />6 <br />ypF & 'X3"X8" HD <br />TEE-WbLDE <br />PICA--- t GX-37 r.nNN . I" <br />-36 <br />NEW 8" HDPE PIPE <br />LFG EXTRACTION WELL SCHEDULE <br />N <br />0 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE OJECT ENGINEER <br />J. Acevedo 8/23/12 <br />SCALE <br />1"=100, <br />DATE <br />5/12/23 /1r <br />CHECKED <br />CAL WELL H <br />DR TYP. <br />HDPE TEE - WE <br />rr- <br />NOTE: <br />1. DEPTHS ARE APPROXIMATE. ALL <br />DEPTHS ARE NOTED FROM GROUND <br />ELEVATION, ACTUAL GROUND <br />ELEVATIONS MAY HAVE CHANGED. <br />2. WELL LOCATION MAY BE ADJUSTED IN <br />FIELD BY ENGINEER. <br />3. COUNTY SHALL STAKE WELL <br />LOCATIONS. COORDINATES AND <br />ELEVATIONS ARE BASED ON SURVEY <br />INFORMATION PRIOR TO WELL <br />INSTALLATION. <br />WESTERN LINE - 8" <br />HDPE PIPE ROUTE <br />DATE <br />FINISH <br />-I N <br />❑ <br />w LU <br />w J i <br />wo w <br />a-_ CLI <br />n U d <br />❑_ cn <br />J <br />Q w <br />Cr) <br />U) <br />COORDINATES <br />ELEVATION (FT MSL) <br />DEPTHS (FT) (SEE NOTE 1) <br />— <br />WELL ID <br />NORTH <br />EAST <br />TTOEWASTE OF <br />BOTTOM <br />SURFACE <br />--- <br />WASTE <br />BORE <br />SOLID <br />PERF. <br />SECT ON <br />GX-34 <br />2199227.50 <br />6436708.03 <br />253 <br />382 <br />129 <br />109 <br />23 <br />89 <br />95 <br />GX-35 <br />2199331.16 <br />6436556.61 <br />259 <br />358 <br />99 <br />79 <br />23 <br />59 <br />65 <br />GX-36 <br />2199101.63 <br />6436552.08 <br />254 <br />350 <br />96 <br />76 <br />23 <br />56 <br />62 <br />GX-37 <br />2198854.82 <br />6436538.14 <br />258 <br />336 <br />78 <br />58 <br />23 <br />38 <br />44 <br />GX-38 <br />2198692.08 <br />6436748.24 <br />240 <br />345 <br />105 <br />85 <br />23 <br />65 <br />71 <br />GX-39 <br />2198414.76 <br />6436692.20 <br />219 <br />312 <br />93 <br />73 <br />23 <br />53 <br />59 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE OJECT ENGINEER <br />J. Acevedo 8/23/12 <br />SCALE <br />1"=100, <br />DATE <br />5/12/23 /1r <br />CHECKED <br />CAL WELL H <br />DR TYP. <br />HDPE TEE - WE <br />rr- <br />NOTE: <br />1. DEPTHS ARE APPROXIMATE. ALL <br />DEPTHS ARE NOTED FROM GROUND <br />ELEVATION, ACTUAL GROUND <br />ELEVATIONS MAY HAVE CHANGED. <br />2. WELL LOCATION MAY BE ADJUSTED IN <br />FIELD BY ENGINEER. <br />3. COUNTY SHALL STAKE WELL <br />LOCATIONS. COORDINATES AND <br />ELEVATIONS ARE BASED ON SURVEY <br />INFORMATION PRIOR TO WELL <br />INSTALLATION. <br />WESTERN LINE - 8" <br />HDPE PIPE ROUTE <br />DATE <br />FINISH <br />-I N <br />❑ <br />w LU <br />w J i <br />wo w <br />a-_ CLI <br />n U d <br />❑_ cn <br />J <br />Q w <br />Cr) <br />U) <br />w <br />W <br />.'V. <br />❑ <br />Q <br />❑ <br />z <br />= <br />- - <br />U <br />REFUSE.-- ❑ <br />w <br />U) <br />TEMPORARY SCH 40 PVC <br />SLIP CAP <br />SURFACE COMPLETION <br />SOIL BACKFILL MOUND <br />RECOMPACTED SOIL <br />` BAQKFILL <br />fir <br />REFUSE <br />LANDTEC WBS -100 WELL <br />SKIRT 6'X6' <br />BENTONITE (TYP) <br />SOIL BACKFILL <br />THICKNESS VARIES(TYP) <br />SOIL BACKFILL -MAX 12 LIFTS <br />THICKNESS VARIES(TYP) <br />,--BENTONITE (TYP) <br />-6" DIA. HDPE SDR -11 SOLID WELL <br />CASING <br />-SOIL BACKFILL <br />SKAPS TRANSNET (TN) HDPE <br />GEOCOMPOSITE WITH 6 oz <br />FABRIC <br />BUTT FUSION <br />WELD (TYP) <br />Z <br />uj _j <br />.'V. <br />1-1-6" DIA. HDPE SDR -11 <br />-- - - <br />_j� o w <br />S <br />PERFORATED <br />REFUSE.-- ❑ <br />w <br />w <br />=w <br />COURSE AGGREGATE ROUNDED <br />oUUy <br />0 <br />PARTICLES 1" TO 3" DIA. <br />w z <br />NON -CALCEROUS MINIMAL FINES <br />I co <br />O <br />HOLEI(TYP) <br />j w w <br />f -WELL CASING <br />Q <br />I co <br />PERFORATIONS <br />chi 6" DIA. PIPE 0 <br />; U <br />-LL <br />O <br />6" HDPE SDR -11 <br />FUSED END CAP <br />BORE DEPTH (SEE <br />1 N z{ <br />WELL SCHEDULE) <br />' '///7 <br />PIPE <br />BOTTOM <br />OF <br />WASTE <br />PERFORATIONS <br />(SEE WELL <br />SCHEDULE) <br />DETAIL <br />2023 LFG SYSTEM IMPROVEMENTS Sheet No. <br />Foothill Sanitary Landfill 1 8 of 16 <br />