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I I -SKAPS TRANSNET (TN) <br />HDPE GEOCOMPOSITE <br />WITH 6 oz FABRIC <br />0 <br />LU <br />W U <br />N <br />J <br />J <br />w <br />COORDINATES <br />TEMPORARY SCH 40 PVC SLIP CAP <br />DEPTHS (FT) (SEE NOTE 1) <br />BUTT FUSION <br />WELD (TYP) <br />6" DIA. HDPE SDR -11 <br />SURFACE 2 <br />-i w <br />04 <br />COMPLETION 5 5 <br />M <br />Z� <br />J co <br />FINISH GRAD <br />SOIL BACKFILL MOUND <br />1� <br />RECOMPACTED SOIL BACKFILL <br />COURSE AGGREGATE ROUNDED <br />EAST <br />BOTTOM OF <br />WASTE <br />SURFACE <br />WASTE <br />PARTICLES 1" TO 3" DIA. <br />w <br />PERF. <br />REFUSE— <br />OVERLINER <br />(SEE NOTE 4) <br />NON -CALCEROUS MINIMAL FINES <br />N J 7 <br />Y <br />6435657.52 <br />280 <br />V) <br />78 <br />} -! <br />LAND T EC WBS -100 WELL SKIRT 6'X6' <br />33 <br />WELL CASING 3 <br />o V' <br />2200126.52 <br />OIL BACKFILL <br />^REFUSE— <br />PERFORATIONS 5 5 <br />Ld <br />a <br />THICKNESS VARIES(TYP) <br />34 <br />40 <br />1' <br />` <br />HDPE OVERLINER. 3 <br />643647. <br />_,1_6" HDPE SDR -11 FUSED END CAP <br />$ <br />n <br />SEE WELL SCHEDULE 5 <br />J <br />31 <br />47 <br />BENTONITE (TYP) <br />W <br />0 <br />L W <br />643=1, r <br />Uj <br />o ' <br />113 <br />N <br />OIL BACKFILL -MAX 12" LIFTS <br />o <br />J <br />� 5 6 <br />THICKNESS VARIES(TYP) <br />O <br />N <br />� ENTONITE (TYP) ^REFUSE^ <br />�^ REFUSE— <br />6" DIA. HDPE SDR -11 <br />SOLID WELL CASING <br />N <br />SOIL BACKFILL <br />I I -SKAPS TRANSNET (TN) <br />HDPE GEOCOMPOSITE <br />WITH 6 oz FABRIC <br />0 <br />LU <br />W U <br />N <br />J <br />J <br />w <br />COORDINATES <br />ELEVATION (FT MSL) <br />DEPTHS (FT) (SEE NOTE 1) <br />BUTT FUSION <br />WELD (TYP) <br />6" DIA. HDPE SDR -11 <br />-i w <br />PERFORATED <br />Z� <br />J co <br />W <br />COURSE AGGREGATE ROUNDED <br />EAST <br />BOTTOM OF <br />WASTE <br />SURFACE <br />WASTE <br />PARTICLES 1" TO 3" DIA. <br />w <br />PERF. <br />ROCK <br />SECTION <br />OVERLINER <br />(SEE NOTE 4) <br />NON -CALCEROUS MINIMAL FINES <br />N J 7 <br />Y <br />6435657.52 <br />280 <br />358 <br />78 <br />U <br />,� CD <br />�w, <br />27 <br />33 <br />WELL CASING 3 <br />o V' <br />2200126.52 <br />6435974.53 <br />276 <br />PERFORATIONS 5 5 <br />Ld <br />a <br />65 <br />34 <br />40 <br />1' <br />GX-12 <br />219984 <br />643647. <br />_,1_6" HDPE SDR -11 FUSED END CAP <br />BORE DEPTH (SEE WELL SCHEDULE) <br />b _ 1 3b UTA. <br />`4 � BORE <br />11111111111111111111117777, <br />BOTTOM OF WASTE (SEE WELL SCHEDULE) <br />1 TYPICAL LFG EXTRACTION WELL <br />4 5 SCALE: NTS SECTION <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />J. Acevedo 11120115 J. Acevedo <br />LFG EXTRACTION WELL SCHEDULE <br />r <br />FROM EXTRACTION <br />WELL <br />2 SURFACE COMPLETION <br />5 5 SCALE: NTS SECTION <br />NO SCALE LFG EXTRACTION WELL <br />DETAIL AND SCHEDULE <br />DATE CHECKED DATE <br />11123115 J. Chandra 11/23/15 <br />6" <br />;ASING <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. CONTRACTOR SHALL STAKE WELL <br />LOCATIONS. COORDINATES AND <br />ELEVATIONS ARE BASED ON SURVEY <br />INFORMATION PRIOR TO WELL <br />INSTALLATION. <br />4. BENTONITE SEAL REQUIRED WHERE <br />OVERLINER EXISTS. <br />' 11 <br />DIA. HOLE <br />6" DIA. <br />PIPE <br />3 WELL CASING PERFORATIONS <br />5 5 SCALE: NTS <br />RECORU D I <br />Correct s a,rVia, <br />No Chi T <br />Any Pers® kpllwing Should Vsrir <br />AM Inbrrttati r;,n Ths3 s1fe rr Wo"I <br />FOOTHILL SANITARY LANDFILL SheetNo. <br />GAS SYSTEM UPGRADE PHASE i 5 of 9 <br />COORDINATES <br />ELEVATION (FT MSL) <br />DEPTHS (FT) (SEE NOTE 1) <br />WELL ID <br />NORTH <br />EAST <br />BOTTOM OF <br />WASTE <br />SURFACE <br />WASTE <br />BORE <br />SOLID <br />PERF. <br />ROCK <br />SECTION <br />OVERLINER <br />(SEE NOTE 4) <br />GX-10 <br />2200374.05 <br />6435657.52 <br />280 <br />358 <br />78 <br />58 <br />27 <br />33 <br />N/A <br />GX-11 <br />2200126.52 <br />6435974.53 <br />276 <br />361 <br />85 <br />65 <br />34 <br />40 <br />N/A <br />GX-12 <br />219984 <br />643647. <br />274 <br />$ <br />'106 <br />86 <br />31 <br />47 <br />S L G <br />GX-13 <br />2199774+fis <br />643=1, r <br />267 <br />113 <br />33 <br />� 5 6 <br />r <br />FROM EXTRACTION <br />WELL <br />2 SURFACE COMPLETION <br />5 5 SCALE: NTS SECTION <br />NO SCALE LFG EXTRACTION WELL <br />DETAIL AND SCHEDULE <br />DATE CHECKED DATE <br />11123115 J. Chandra 11/23/15 <br />6" <br />;ASING <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. CONTRACTOR SHALL STAKE WELL <br />LOCATIONS. COORDINATES AND <br />ELEVATIONS ARE BASED ON SURVEY <br />INFORMATION PRIOR TO WELL <br />INSTALLATION. <br />4. BENTONITE SEAL REQUIRED WHERE <br />OVERLINER EXISTS. <br />' 11 <br />DIA. HOLE <br />6" DIA. <br />PIPE <br />3 WELL CASING PERFORATIONS <br />5 5 SCALE: NTS <br />RECORU D I <br />Correct s a,rVia, <br />No Chi T <br />Any Pers® kpllwing Should Vsrir <br />AM Inbrrttati r;,n Ths3 s1fe rr Wo"I <br />FOOTHILL SANITARY LANDFILL SheetNo. <br />GAS SYSTEM UPGRADE PHASE i 5 of 9 <br />